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12-08-2020 (City Council) Agenda Packet IAI IN Wylie City Council CITY OF WYLIE NOTICE OF MEETING Regular Meeting Agenda December 8, 2020 — 6:00 pm Wylie Municipal Complex Council Chambers 300 Country Club Road, Building #100 Wylie, Texas 75098 Matthew Porter Mayor David R. Duke Place 1 Dave Strang Place 2 Jeff Forrester Mayor pro tern Candy Arrington Place 4 Timothy T.Wallis, DVM Place 5 Garrett Mize Place 6 Chris Hoisted City Manager Richard Abernathy City Attorney Stephanie Storm City Secretary In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: www.wylietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wylietexas.gov. The Mayor and City Council request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. 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 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum INVOCATION & PLEDGE OF ALLEGIANCE • Invocation- Cherie Privett,New Hope Christian Church • Pledge of Allegiance- Cub Scout Pack 5150 PRESENTATIONS • "In-Sync Exotics Day" Proclamation December 8,2020 Wylie City Council Regular Meeting Agenda Page 2 of 4 CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three (3) minutes. In addition, Council is not allowed to converse, deliberate or take action on any matter presented during citizen 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. Consider, and act upon, approval of the Minutes of November 17, 2020 Regular Meeting of the Wylie City Council. (S. Storm, City Secretary) B. Consider,and place on file,Animal Shelter Advisory Board report to the City Council regarding meeting held on November 11,2020. (A. Henderson, Police Chief) C. Consider, and act upon, the rejection of all submissions for RFP #W2020-42-A Community Development and Work Order Software, and authorizing the City Manager to sign any and all necessary documents. (G. Hayes, Purchasing Manager) D. Consider, and act upon, a final plat for Fire Station#4 Addition Lot 1R Block A, being a replat of Lots 1 and 2 Block 1 to establish one lot on 3.195 acres, located at 3200 McMillen Road. (J. Haskins, Planning Manager) E. Consider, and act upon,a final plat of Wylie Auto Addition,establishing two commercial lots on 4.118 acres,located at 2017 N State Highway 78. (J. Haskins, Planning Manager) F. Consider, and act upon, a preliminary plat for Browngate Pointe, creating 39 Residential, seven open space, and one commercial lot on 6.550 acres, generally located at the northeast corner of Brown Street and Sanden Boulevard. (J. Haskins, Planning Manager) G. Consider, and act upon, Ordinance No. 2020-63, amending Chapter 34 -Courts,by establishing the Municipal Court in Wylie as a Municipal Court of Record. (L. Davis, Court Administrator) H. Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of October 31, 2020. (J. Greiner, WEDC Executive Director) I. Consider, and place on file, the City of Wylie Monthly Revenue and Expenditure Report for October 31,2020. (M. Beard, Finance Director) J. Consider, and place on file,the City of Wylie Monthly Investment Report for October 31, 2020. (M. Beard, Finance Director) K. Consider, and act upon, Resolution No. 2020-62(R) of the City of Wylie, Texas Suspending the January 23,2021 effective date of CoSery Gas,Ltd.'S requested increase to permit the City time to study the request and to establish reasonable rates; approving cooperation with other cities in the CoSery Gas, Ltd. service area; hiring legal and consulting services to negotiate with the company and direct any necessary litigation and appeals; authorizing intervention in Docket OS- 20-00005136 at the Railroad Commission; requiring reimbursement of cities' rate case expenses; December 8,2020 Wylie City Council Regular Meeting Agenda Page 3 of 4 finding that the meeting at which this Resolution is passed is open to the public as required by law; requiring notice of this Resolution to the company and legal counsel. (C. Holsted, City Manager) L. Consider,and act upon,the approval of W2021-29-I for the purchase of Laserfiche Rio document handling software and annual maintenance from MCCI in the amount of$54,579.11 through a cooperative purchasing contract with the Texas Association of School Boards/Buy Board, and authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) REGULAR AGENDA 1. Hold a Public Hearing to consider,and act upon,amending Zoning Ordinance(2001-48)Article 2, Section 2.5.0 Accessory Structures, as it relates to the development standards of accessory structures and carports.(ZC 2020-14). (J. Haskins,Planning Manager) Executive Summary Planning staff and the Planning and Zoning Commission held a Work Session at the September 15,2020 Planning and Zoning Commission meeting to discuss recommended changes to the Zoning Ordinance related to the accessory structures and carports. The impetus for the Work Session was the numerous variances approved by the Zoning Board of Adjustments. 2. Hold a Public Hearing to consider,and act upon,amending Zoning Ordinance(2001-48)Article 5,Sections 5.1.F Land Use Charts and 5.2.F Listed Uses,as they relate to the Automotive Repair, Minor use(ZC 2020-15). (J. Haskins, Planning Manager) Executive Summary At the request of the Planning and Zoning Commission(P&Z),Planning staff and Commission held a Work Session at the August 18,2020 Planning and Zoning Commission meeting to discuss recommended changes to the Zoning Ordinance related to the Automotive Repair,Minor use. 3. Consider, and act upon, a preliminary plat for Wyndham Ridge Addition, to create 119 single family lots and three open space lots on 23.5226 acres in the City of Wylie Extra Territorial Jurisdiction,generally located on Sachse Road approximately 900' southwest of Pleasant Valley Road. (J. Haskins, Planning Manager) Executive Summary The applicant is proposing to create 119 single family lots and three open space lots on 23.5226 acres in the City of Wylie Extra Territorial Jurisdiction. 4. Consider, and act upon, Ordinance No. 2020-64 amending Ordinance Nos. 2020-24, 2020-25, 2020-26,2020-29,2020-31,2020-35,2020-38,2020-41,2020-48,2020-53,and 2020-62 Continuing or Renewing the Mayor's Declaration of Local Disaster for a Public Health Emergency and establishing new orders to help abate the COVID-19 public health crisis. (C. Holsted, City Manager) Executive Summary On March 22, March 27, April 2, April 28, May 12, May 26, June 9, July 28, September 8, October 13, and November 17, 2020 the City Council adopted Ordinance Nos. 2020-24, 2020-25, 2020-26, 2020-29, 2020-31, 2020-35,2020-38,2020-41,2020-48,2020-53,and 2020-62 which continued the Mayor's Amended Declaration of Local Disaster for Public Health Emergency to help abate the public health threat resulting from the novel Coronavirus(COVID-19);providing the consent of the City Council to the continuation of the Declaration until 11:59 p.m.on January 26,2021. December 8,2020 Wylie City Council Regular Meeting Agenda Page 4 of 4 WORK SESSION • Discuss a potential request for a change of zoning from Neighborhood Services District(NS) to Multifamily District(MF)on 2.00 acres on Country Club Road approximately 1200'north of Brown Street. (J. Haskins, Planning Manager) • Discussion regarding results of the City of Wylie 2020 Pavement Management Services Pavement Condition Report. (T. Porter, Public Works Director) RECONVENE INTO REGULAR SESSION EXECUTIVE SESSION If during the course of the meeting covered by this notice,the City Council should determine that a closed or executive meeting or session of the City Council or a consultation with the attorney for the City should be held or is required,then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act,Texas Government Code§551.001 et. seq.,will be held by the City Council at the date,hour and place given in this notice as the City Council may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act,including,but not limited to,the following sanctions and purposes: Texas Government Code Section: §551.071—Private consultation with an attorney for the City. §551.072—Discussing purchase,exchange,lease or value of real property. §551.074—Discussing personnel or to hear complaints against personnel. §551.087—Discussing certain economic development matters. §551.073—Discussing prospective gift or donation to the City. §551.076—Discussing deployment of security personnel or devices or security audit. RECONVENE INTO OPEN SESSION Take any action as a result from Executive Session. READING OF ORDINANCES Title and caption approved by Council as required by Wylie City Charter,Article III, Section 13-D. ADJOURNMENT CERTIFICATION I certify that this Notice of Meeting was posted on December 4, 2020 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 was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wylietexas.gov. Stephanie Storm,City Secretary Date Notice Removed 1AI fN Wylie City Council CITY OF WYLIE Minutes Regular Meeting November 17, 2020—6:00 p.m. Wylie Municipal Complex—Council Chambers 300 Country Club Road, Bldg. 100 Wylie, TX 75098 CALL TO ORDER Mayor Eric Hogue called the regular meeting to order at 6:00 p.m. The following City Council members were present: Mayor pro tern Jeff Forrester, Councilman David R. Duke, Councilman Matthew Porter, Councilwoman Candy Arrington, Councilman Timothy T. Wallis,and Councilman David Dahl. Staff present included: City Manager Chris Holsted; Assistant City Manager Brent Parker; Police Chief Anthony Henderson;Fire Chief Brandon Blythe;Digital Media Specialist Amber Hamilton;Assistant Finance Director Ron Arp; Parks and Recreation Director Rob Diaz; Planning Manager Jasen Haskins; Project Engineer Wes Lawson; Library Director Ofilia Barrera;WEDC Executive Director Jason Greiner;Municipal Court Supervisor Lisa Davis; City Secretary Stephanie Storm, and various support staff. INVOCATION&PLEDGE OF ALLEGIANCE Raymond Perry,Pastor at Trinity Friendship Baptist Church, led the invocation and Library Director Barrera led the Pledge of Allegiance. PRESENTATIONS • Presentation of appreciation plaque to outgoing Councilman David Dahl. Mayor Hogue,on behalf of the Wylie City Council and staff,presented outgoing Councilman David Dahl with a plaque of appreciation for his dedication and support to the City of Wylie during his tenure as Councilmember Place 6. CANVASS OF ELECTION 1. Consider, and act upon, Ordinance No. 2020-55 of the City Council of the City of Wylie, Texas, canvassing the election returns of the November 3, 2020 General Election; declaring the election results for Mayor and City Council Place 5 and Place 6; and providing a savings/repealing clause, severability clause and an effective date. (S. Storm, City Secretary) Minutes November 17,2020 Wylie City Council Page 1 Council Action A motion was made by Councilman Porter, seconded by Councilwoman Arrington,to approve Ordinance No. 2020-55 of the City Council of the City of Wylie, Texas, canvassing the election returns of the November 3, 2020 General Election; declaring the election results for Mayor and City Council Place 5 and Place 6; and providing a savings/repealing clause,severability clause and an effective date.A vote was taken and the motion passed 7-0. 2. Consider, and act upon, Ordinance No. 2020-56 of the City Council of the City of Wylie, Texas, canvassing the election returns of the November 3,2020 Special Election for the purpose of filling a vacancy in the office of City Council, Place No. 2, resulting from the resignation of Council Member Matthew Porter; declaring the election results for City Council Place 2; and providing a savings/repealing clause,severability clause and an effective date. (S. Storm, City Secretary) Council Action A motion was made by Mayor pro tern Forrester,seconded by Councilwoman Arrington,to approve Ordinance No. 2020-56 of the City Council of the City of Wylie,Texas,canvassing the election returns of the November 3,2020 Special Election for the purpose of filling a vacancy in the office of City Council,Place No.2,resulting from the resignation of Council Member Matthew Porter; declaring the election results for City Council Place 2; and providing a savings/repealing clause, severability clause and an effective date. A vote was taken and the motion passed 7-0. 3. Consider, and act upon, Ordinance No. 2020-57 of the City Council of the City of Wylie, Texas, adopting the amendments to the Home Rule Charter approved by the qualified voters of the City of Wylie, Texas, at a Special Election held on November 3, 2020; canvassing the election returns; declaring the election results; providing for recordation and certification of the Charter Amendments as required by Texas Law; and providing a savings/repealing clause, severability clause and an effective date. (S. Storm, City Secretary) Council Action A motion was made by Mayor pro tern Forrester, seconded by Councilman Wallis,to approve Ordinance No. 2020-57 of the City Council of the City of Wylie,Texas, adopting the amendments to the Home Rule Charter approved by the qualified voters of the City of Wylie,Texas,at a Special Election held on November 3,2020; canvassing the election returns;declaring the election results;providing for recordation and certification of the Charter Amendments as required by Texas Law; and providing a savings/repealing clause, severability clause and an effective date. A vote was taken and the motion passed 7-0. ISSUANCE OF CERTIFICATE OF ELECTION&ADMINISTRATION OF OATH OF OFFICE • Mayor-elect Matthew Porter and Council Members-elect Dave Strang,Timothy"Toby"Wallis, And Garrett Mize. (Presented by Mayor Hogue/Oath Administered by Judge Terry Douglas) Mayor Hogue presented Certificates of Election to Council Members-Elect Dave Strang, Timothy "Toby" Wallis,and Garrett Mize, and Mayor-elect Matthew Porter. Associate Municipal Court Judge Terry Douglas administered the Oath of Office to Council Members Dave Strang, Timothy"Toby"Wallis, and Garrett Mize, and Mayor Matthew Porter. Council took a short recess at 6:21 p.m. Mayor Porter and Councilmen Strang, Wallis, and Mize took their seat at the dais for the remainder of the meeting. Minutes November 17,2020 Wylie City Council Page 2 Mayor Porter reconvened the regular meeting at 6:31 p.m. CITIZEN COMMENTS ON NON-AGENDA ITEMS There were no citizens present wishing to address Council. 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. Consider,and act upon,approval of the Minutes of October 27,2020 Regular Meeting of the Wylie City Council. (S. Storm, City Secretary) B. Consider, and act upon, a preliminary plat for Steel Road Light Industrial Addition, to create three commercial lots on 10.5 acres, generally located at the southwest corner of Steel Road and Hooper Road. (J. Haskins, Planning Manager) C. Consider,and act upon,Ordinance No.2020-58 for a change of zoning from Agricultural District (AG/30) to Agricultural District - Special Use Permit (AG/30-SUP), to allow for development conditions of a Water Treatment Plant on 50.322 acres,generally located on the northwest corner of Pleasant Valley Road and Elm Grove Road.(ZC2020-12). (J. Haskins, Planning Manager) D. Consider,and act upon,Resolution No.2020-59(R)of the City Council of the City of Wylie,Texas, authorizing the re-sale of bid-off tax property in accordance with the Texas Property Tax Code; authorizing the City Manager of the City of Wylie,Texas,or his designee,to take any and all other actions necessary to effectuate the same; and providing for an effective date hereof.(R.Diaz,Parks &Recreation Director) E. Consider, and act upon, Ordinance No. 2020-59 amending Ordinance No. 2020-44 (2020-2021 Budget) for proposed budget amendments for fiscal year 2020-2021; providing for repealing, savings and severability clauses; and providing an effective date of this ordinance. (M. Beard, Finance Director) F. Consider, and act upon, Ordinance No. 2020-60 amending Ordinance No. 2020-44 (2020-2021 Budget) for proposed budget amendments for fiscal year 2020-2021; providing for repealing, savings and severability clauses; and providing an effective date of this ordinance. (M. Beard, Finance Director) G. Consider, and act upon,the award of a Professional Services Project Order(PSPO)#W2021-15E for the AWIA Risk and Resilience Assessment and Emergency Response Plan Development to Freese and Nichols,Inc.in the amount of$108,610.00 and authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) H. Consider, and act upon,the award of a professional services project order(PSPO)#W2021-19-E for the development of a Lake Parks Master Plan for East Fork Park and Avalon Park to Dunaway Associates, LP in the amount of $94,965.00; and authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) I. Consider,and act upon,the approval of the purchase of Motorola Radio Equipment and Services from Motorola Solutions in the estimated amount of$87,253.28 through a cooperative purchasing Minutes November 17,2020 Wylie City Council Page 3 contract with H-GAC,and authorizing the City Manager to execute any necessary documents (G. Hayes, Purchasing Manager) J. Consider, and act upon, an Interlocal Cooperation Agreement for Jail Services between the City of Wylie and the cities of Farmersville,Murphy,Parker,Lavon,Josephine,and the Collin County Sheriff's Office and authorizing the City Manager to execute any necessary documents. (A. Henderson, Police Chief) K. Consider, and act upon, Ordinance No. 2020-61 of the City of Wylie, Texas; amending the Code of Ordinances, Ordinance No. 2005-07, as amended, Appendix C, Wylie Comprehensive Fee Schedule,Section VIII(Public Library),Subsection A(Library Fees),for the purpose of requiring fees associated with circulating hotspots. (O. Barrera, Library Director) L. Consider, and act upon, the approval of a 36-month lease for copiers from Canon Solutions America, Inc. in the estimated annual amount of $73,275 through a cooperative purchasing contract with Omnia Partners Cooperative (#18-020-LG), and authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) M. Consider, and act upon, rescinding the purchase of a jail transport van and in the amount of $45,000 from Reliable Chevrolet through an inter-local purchasing agreement with The Sheriffs' Association of Texas, and authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) N. Consider, and act upon,Resolution No.2020-60(R),to ratify an interlocal Environmental Health Services Agreement with Collin County in the amount of $42,680.00; authorizing the City Manager to execute any necessary documents. (G. Hayes, Purchasing Manager) City Manager Hoisted requested Item C be pulled from Consent Agenda and considered individually as the incorrect attachment was included in the agenda packet. Council Action A motion was made by Mayor pro tern Forrester, seconded by Councilman Duke,to approve Consent Agenda Items A, B,D-N as presented. A vote was taken and motion passed 7-0. REGULAR AGENDA C. Consider,and act upon,Ordinance No.2020-58 for a change of zoning from Agricultural District (AG/30) to Agricultural District - Special Use Permit (AG/30-SUP), to allow for development conditions of a Water Treatment Plant on 50.322 acres,generally located on the northwest corner of Pleasant Valley Road and Elm Grove Road.(ZC2020-12). (J. Haskins, Planning Manager) Staff Comments City Manager Hoisted addressed Council stating the original exhibit was placed in the agenda packet without the discussed changes. The correct exhibit was emailed to Council prior to the meeting. Council Action A motion was made by Mayor pro tern Forrester, seconded by Councilwoman Arrington,to approve Consent Agenda Item C as presented. A vote was taken and motion passed 7-0. Minutes November 17,2020 Wylie City Council Page 4 4. Consider, and act upon, the appointment of Mayor pro tem for a term beginning December 2020 and ending May 2021. Council Comments Councilmen Wallis and Duke nominated Jeff Forrester for Mayor pro tern. Council Action A motion was made by Councilman Duke,seconded by Councilwoman Arrington,to approve the appointment of Jeff Forrester as Mayor pro tern for a term beginning December 2020 and ending May 2021. A vote was taken and motion passed 7-0. 5. Consider,and act upon,Ordinance No.2020-62 amending Ordinance Nos.2020-24,2020-25,2020- 26, 2020-29, 2020-31, 2020-35, 2020-38, 2020-41, 2020-48, and 2020-53 Continuing or Renewing the Mayor's Declaration of Local Disaster for a Public Health Emergency and establishing new orders to help abate the COVID-19 public health crisis. (C. Holsted, City Manager) Staff Comments City Manager Holsted addressed Council stating staff is requesting Council extend the Declaration until the December 8 Council meeting. Council Action A motion was made by Mayor pro tern Forrester, seconded by Councilman Mize,to approve Ordinance No. 2020-62 amending Ordinance Nos. 2020-24, 2020-25, 2020-26, 2020-29, 2020-31, 2020-35, 2020-38, 2020- 41, 2020-48, and 2020-53 Continuing or Renewing the Mayor's Declaration of Local Disaster for a Public Health Emergency and establishing new orders to help abate the COVID-19 public health crisis through December 8 at 11:59 p.m. A vote was taken and motion passed 7-0. 6. Consider,and act upon,Resolution No. 2020-61(R) approving and authorizing the publication of Notice of Intention to issue Certificates of Obligation. (M. Beard, Finance Director) Staff Comments Nick Bulaich,representing Hilltop Securities, addressed Council giving an overview of the upcoming dates for the Certificates of Obligation. Council Action A motion was made by Councilman Wallis, seconded by Councilman Duke,to approve Resolution No. 2020- 61(R) approving and authorizing the publication of Notice of Intention to issue Certificates of Obligation. A vote was taken and motion passed 7-0. 7. Consider, and act upon, the appointment of three-committee members to the City of Wylie City Council Subcommittee to represent the City of Wylie in meetings with the Wylie Independent School District City/Schools Partnerships Committee. (S. Storm, City Secretary) Council Action A motion was made by Councilman Duke, seconded by Councilwoman Arrington, to appoint Mayor Porter, Mayor pro tern Forrester,and Councilman Wallis to the City of Wylie City Council Subcommittee to represent the City of Wylie in meetings with the Wylie Independent School District City/Schools Partnerships Committee.A vote was taken and motion passed 7-0. 8. Consider, and act upon, an agreement authorizing the appointment of Ashley McSwain as Associate Municipal Court Judge for the City of Wylie effective December 1, 2020, setting terms and hourly rate of service. (L. Davis,Municipal Court Supervisor) Minutes November 17,2020 Wylie City Council Page 5 Staff Comments Judge McSwain addressed Council speaking about her history with Municipal Courts. Council Comments Councilman Wallis announced he had a Conflict of Interest and was stepping out of the Council Chambers for the discussion on Item 8 due Ms. McSwain is a client of his. Councilman Wallis stepped out of the Council Chambers during the discussion and vote at 6:47 p.m. Council Action A motion was made by Councilman Mize, seconded by Mayor pro tern Forrester,to approve an agreement for the appointment of Ashley McSwain as Associate Municipal Court Judge for the City of Wylie effective December 1, 2020, setting terms and stipend of service. A vote was taken and motion passed 6-0 with Councilman Wallis abstaining(Conflict of Interest form on file with the City Secretary). Councilman Wallis returned to his seat at the dais at 6:49 p.m. Mayor Porter convened the Council into Executive Session at 6:49 p.m. EXECUTIVE SESSION If during the course of the meeting covered by this notice,the City Council should determine that a closed or executive meeting or session of the City Council or a consultation with the attorney for the City should be held or is required,then such closed or executive meeting or session or consultation with attorney as authorized by the Texas Open Meetings Act,Texas Government Code§551.001 et. seq.,will be held by the City Council at the date, hour and place given in this notice as the City Council may conveniently meet in such closed or executive meeting or session or consult with the attorney for the City concerning any and all subjects and for any and all purposes permitted by the Act,including,but not limited to,the following sanctions and purposes: Texas Government Code Section: §551.071—Private consultation with an attorney for the City. §551.072—Discussing purchase,exchange,lease or value of real property. §551.074—Discussing personnel or to hear complaints against personnel. §551.087—Discussing certain economic development matters. §551.073—Discussing prospective gift or donation to the City. §551.076—Discussing deployment of security personnel or devices or security audit. Recess into Closed Session in compliance with Section 551.001, et.seq. Texas Government Code, to wit: Sec. 551.072. DELIBERATION REGARDING REAL PROPERTY; CLOSED MEETING. A governmental body may conduct a closed meeting to deliberate the purchase, exchange, lease, or value of real property if deliberation in an open meeting would have a detrimental effect on its negotiating position. • Properties adjacent to McMillen Rd. between McCreary Rd. and Country Club Rd. and Ballard Elevated Tank. RECONVENE INTO OPEN SESSION Take any action as a result from Executive Session. Mayor Porter convened the Council into Open Session at 7:27 p.m. READING OF ORDINANCES City Secretary Storm read the captions to Ordinance Nos. 2020-55,2020-56, 2020-57, 2020-58, 2020-59, 2020-60,2020-61, and 2020-62 into the official record. Minutes November 17,2020 Wylie City Council Page 6 ADJOURNMENT A motion was made by Councilman Duke, seconded by Councilman Strang, to adjourn the meeting at 7:31 p.m. A vote was taken and motion passed 7-0. Matthew Porter,Mayor ATTEST: Stephanie Storm, City Secretary Minutes November 17,2020 Wylie City Council Page 7 IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: B Department: Animal Control (City Secretary's Use Only) Prepared By: Shelia Patton Account Code: Approved minutes/statistical Date Prepared: November 17,2020 Exhibits: reports Subject Consider,and place on file,the Animal Shelter Advisory Board report to City Council regarding meeting held on November 11,2020. Recommendation Motion to place on file, the Animal Shelter Advisory Board report to the City Council regarding a meeting held on November 11,2020. Discussion The Animal Shelter Advisory Board met on November 11, 2020. The attached minutes and statistical reports were considered,approved, and placed on file. This report is being submitted as required by City ordinance. Page 1 of 1 IA/ Animal Shelter Advisory Board CITY OF WYLIE Minutes Regular Meeting May 13, 2020—6:00 p.m. Wylie Municipal Complex— Council Chambers 300 Country Club Road, Bldg. 100 Wylie,TX 75098 CALL TO ORDER Announce the presence of a Quorum. Brad Boozer called to order the Animal Shelter Advisory Board meeting at 6:10 pm. Board members present: Shelia Patton, David Dahl, Brad Boozer, Dr. Brad Abraham and Amber Porter. Quorum is present. INVOCATION [1 The invocation was given by David Dahl. CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Council regarding an item that is not listed on the Agenda. Residents must fill out a non- agenda form prior to the meeting in order to speak. Council requests that comments be limited to three 13)minutes. In addition, Council is not alloxed to converse, deliberate, or take action on any matter presented during citizen participation. REGULAR AGENDA 1. Consider and act upon approval of the Animal Shelter Advisory Board minutes of February 12,2020. (Brad Boozer, ASAB Chair) Board Action A motion was made by Dr. Brad Abraham to accept the Animal Shelter Advisory Board minutes of February 12, 2020 as presented. Brad Boozer seconded to accept the Animal Shelter Advisory Board minutes of February 12, 2020 as presented. A vote was taken and the motion passed unanimously. Minutes May 13, 2020 Animal Shelter Advisory Board Page 1 • 2. Consider and place on file first quarter statistical information for shelter operations. (Brad Boozer, ASAB Chair) Board Action A motion was made by Dr. Brad Abraham to accept and place on file first quarter statistical information for shelter operations. Brad Boozer seconded the motion to accept and place on file first quarter statistical information for shelter operations. A vote was taken and the motion passed unanimously. DISCUSSION ITEMS • Discussion regarding shelter events and status first quarter. (S. Patton, ASAB Board Member) Shelia Patton reports 6 sterilization transports for public access from Wylie Animal Control for `' residents to low cost animal care providers. Two low cost vaccination clinics held at the City of Wylie Animal Control during evening hours to provide residents access to low cost vaccinations, heartworm testing and preventative medication. Residents can comply with registration of pets as two staff members as well as veterinarian and vet assistant are on site. Five animals have been placed into foster care programs. Volunteers and service workers have logged 47 hours. Twenty-six animals received services through the pre-adoption sterilization program. Seven additional stray animals received vet care for injuries. Staff have completed three tours pre- established. Patton reports related to board areas of insight and advice of budget requests. We have requested a video access unit for areas of the shelter. The facility currently does not have security measures in place. Without video surveillance there is no way to gather crucial evidence of events occurring and no deterrent to possibly prevent negative events. Potential adopters are unable to stay out of physical sight of staff due to inability to assist if needed and/or ensure all safety precautions are followed during visits. Staff does not have the ability to see blind rooms such as state rabies quarantine housing aggressive animals until the door to the area is opened leading to potential injury and exposure from escaped animals. Loading and unloading zone is in blind area and outside the egress area of the main building to the adoption building. Visitors can be potentially exposed to • aggressive, injured or sick animals due to the inability of staff or service workers to see the area to know ACO has arrived until the door has been opened. ri Minutes May 13,2020 Animal Shelter Advisory Board Page 2 ADJOURNMENT Motion was made by David Dahl and seconded by Dr. Brad Abraham to adjourn the meeting. With no further business before the board, consensus of the board was to adjourn at 6:58 pm. ASAB Chair 8 I)W1.I1 , ATTEST: 91.6 C Shelia Patton, ASAB member [1 Minutes May I3, 2020 Animal Shelter Advisory Board Page 3 Second Quarter 2020 Wylie Animal Shelter Statistical Report ASAB Meeting Date: November 11, 2020 April thru June Dogs Cats Others Total Impounds 96 61 149 306 Owner Surrender 3 0 0 3 Stray 65 36 40 141 Quarantine 17 1 0 18 Safe Keeping 2 0 0 2 DOA 9 11 49 69 Trapped by resident 0 13 60 73 Born at Shelter 0 0 0 0 Dispositions Dogs Cats Others Total Return to Owner 63 1 3 67 Adopted 17 8 0 25 Rescued 7 2 27 36 Euthanized 0 5 20 25 Other 1 8 50 59 Euthanasia Reason Behavioral 0 0 0 0 Medical 0 4 9 13 Policy- H.R.R.0 0 1 11 12 Wild Animal 0 0 0 0 Euthanasia for dogs 0.00% Euthanasia for cats 10.00% Euthanasia for dogs&cats total 3.42% Dogs at facility at end of report: 8 Dogs at facility at beginning of report: 9 Cats at facility at end of report: 26 Cats at facility at beginning of report: 0 Euthanasia Rate for Facility April 1, 2020 thru June 30, 2020: 3.42% Euthanasia Rate for Facility January 1, 2020 thru June 30, 2020: 2.95% Third Quarter 2020 Wylie Animal Shelter Statistical Report ASAB Meeting Date: November 11, 2020 July thru September Dogs Cats Others Total Impounds 103 69 137 309 Owner Surrender 8 13 0 21 Stray 59 26 25 110 Quarantine 28 2 0 30 Safe Keeping 1 0 0 1 DOA 7 14 43 64 Trapped by resident 0 8 69 77 Born at Shelter 0 6 0 6 Dispositions Dogs Cats Others Total Return to Owner 73 3 2 78 Adopted 19 54 4 77 Rescued 6 1 2 9 Euthanized 2 2 13 17 Other 0 3 73 76 Euthanasia Reason Behavioral 1 0 0 1 Medical 0 2 11 13 Policy- H.R.R.0 1 0 2 3 Wild Animal 0 0 0 0 Euthanasia for dogs 1.92% Euthanasia for cats 2.47% Euthanasia for dogs&cats total 2.16% Dogs at facility at end of report: 4 Dogs at facility at beginning of report 8 Cats at facility at end of report: 18 Cats at facility at beginning of report: 26 Euthanasia Rate for Facility July 1,2020 thru September 30,2020: 2.16% Euthanasia Rate for Facility January 1,2020 thru September 30,2020: 2.84% IAI vrf Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8, 2020 Item Number: C Department: Purchasing Account Code: Prepared By: Glenna Hayes Budgeted Amount: Date Prepared: November 25,2020 Exhibits: Subject Consider, and act upon, the rejection of all submissions for RFP #W2020-42-A Community Development and Work Order Software, and authorizing the City Manager to sign any and all necessary documents. Recommendation A motion to reject all submissions for RFP #W2020-42-A Community Development and Work Order Software, and authorizing the City Manager to sign any and all necessary documents. Discussion The City published a request for proposals (RFP) for Community Development and Work Order Software. The goal of the RFP was to seek a single provider solution that would interface with Building Inspections (permit management), Community Development (electronic plan submittals), Parks and Public Works (asset management and work orders), Citizen Engagement (more robust CRM to handle citizen inquiries), and interface with the City's GIS department. The City received software solution proposals from six vendors on February 28,2020,and evaluations(delayed to the COVID 19 pandemic)began on May 27,2020. Although the RFP was written in a way that would allow an award to either a single or multiple vendors (all or partial scope of services),it became apparent that the scope of work was too broad in nature,and each department's need varied greatly with no true integration guaranteed.Of the six proposals only one solution,which fell within the budget;however, it did not provide an all-encompassing solution. Upon careful and unbiased review of the proposals and the department needs, staff is recommending that all proposals be rejected. Departments will continue to use existing software processes, and work with IT to look for solutions and/or possible replacements. Page 1 of 1 fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: D Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 1 Subject Consider, and act upon, a final plat for Fire Station#4 Addition Lot 1R Block A,being a replat of Lots 1 and 2 Block 1 to establish one lot on 3.195 acres,located at 3200 McMillen Road. Recommendation Motion to approve a final plat for Fire Station #4 Addition Lot 1R Block A, being a replat of Lots 1 and 2 Block 1 to establish one lot on 3.195 acres, located at 3200 McMillen Road. Discussion OWNER: City of Wylie APPLICANT: Hart Gaugler&Associates The applicant is proposing to create one lot by replatting Lot 1 and 2,Block 1 of Fire Station No.4 Addition. The property is located at 3200 McMillen Road and is zoned Planned Development 1999-32. The purpose of this replat is to combine the remaining two lots to allow for an increase in the buildable area to accommodate Fire Station No. 4. The replat also provides fire lane, access, utility and drainage easements and dedicates the remaining Right of Way for the future widening of McMillen Road as established by the 2018 Thoroughfare Plan. The original plat for Fire Station No.4 Addition,approved in 2013,contained three lots and measured a total of 6.445 acres. In 2015,the back(north)portion of the plat(2.873 acres)was sold and platted with the Creekside Apat linents development. A site plan for the proposed development was approved by the P&Z Commission in November 2020. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. For conditional approval or disapproval City Council must provide a written statement of the reasons to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Gov't Code. P&Z Commission Discussion The Commission voted 6-0 to recommend approval. Page 1 of 1 OWNER'S CERTIFICATE 1 Easement Curve Data COUNTY OF COLLIN )( Curve No. Radius Arc Length Delta Chrd. Brng. Chrd. Dist.Cl 50.00' 23.48' 26°54'20" N31°39'44"W 23.26' Lot 50 STATE OF TEXAS )( C2 5.00' 11.78' 135'00'00" N67'23'06"E 9.24' WHEREAS, the City of Wylie is the owner of a tract of land situated in the John W. Mitchell Survey, Abstract No. 589, in the C3 80.00' 62.83' 45°00'00" S22°36'54"E 61.23' I City of Wylie, Collin County, Texas and being all of that tract of land described by deed to the City of Wylie, as recorded C4 106.00' 83.25' 45°00'00" S22°36'54"E 81.13' under Document No. 20130513000653500, of the Official Public Records, Collin County, Texas, (O.P.R.C.C.T.) and being all of C5 76.00' 119.38' 90'00'00" S44°53'06"W 107.48' Lots 1 and 2, Block 1, of the FIRE STATION NO. 4 ADDITION, an addition to the City of Wylie, as recorded in Volume 2013, C6 50.00' 58.35' 66°52'03" S33'19'07"W 55.10' Lot 1, Block A 1 Page 439, O.P.R.C.C.T., said tract being more particularly described as follows: C7 8.00' 15.80' 113°07'57" N56°40'53"W 13.35' CREEKSIDE SOUTH APARTMENTS ADDITION I . / BEGINNING at a point for corner, being the southeasterly corner of said Lot 1, Block 1, same being in the westerly line of Lot C8 28.00' 43.98' 90°00'00" S44°53'06"W 39.60' Vol 2015, Pgs. 182-183, 63 (Common Area), of CREEKSIDE ESTATES PHASE I, an addition to the City of Wylie, as recorded in Volume N, Page 893, C9 28.00' 43.98' 90'00'00" N45°06'54"W 39.60' O.P.R.C.C.T. of the Map Records, Collin County, Texas (M.R.C.C.T.), same also being in the northerly monumented line of McMillen Road, C10 41.00' 64.40' 90'00'00" N45'06'54"W 57.98' / from which a 5/8" capped iron rod found bears, South 03'00'39" West, a distance of 0.62'; 26' Fire Lane, Access I I and Utility Easement THENCE South 89.38'26" West, along the southerly line of said Lots 1 and 2, Block 1, same being along the northerly (Vol. 2015, Pg. 182) monumented line of McMillen Road, a distance of 463.97' to a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5686" found for the southwesterly corner of said Lot 2, same being the most southerly southeast corner of Lot 1, Block A, 5/8'C.LRF. GRAPHIC SCALE CREEKSIDE SOUTH APARTMENTS ADDITION, an addition to the City of Wylie, as recorded in Volume 2015, Pages 182-183, / \ / I 'B+P"(C.M.) 40 0 20 40 O.P.R.C.C.T.; THENCE North 00°09'18" East, along the common line between said Lot 1, Block A and said Lot 2, Block 1, a distance of / 24' Fire Lane, Access Lot 51 300.01' to a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5686" found for the northwesterly corner of said Lot 2, / and Utility Easement ) F. 1 inch = 40 feet Block 1, same being an "ell" corner of said Lot 1, Block A; (Vol. 2015, Pg. 182) / I i� 20' Landscape Easement THENCE North 89°53'06" East, along the most easterly south line of said Lot 1, Block A, same being the northerly line of said / (Vol. 2015, Pg. 182)- Lots 1 and 2, Block 1, a distance of 463.97' to a 1/2" iron rod with a yellow plastic cap stamped "RPLS 5686" set for the / _ _ northeasterly corner of said Lot 1, Block 1, same being the most easterly southeast corner of said Lot 1, Block A, same being ' -J 5/8"C.I.R.F. in the westerly line of Lot 58, of the aforementioned CREEKSIDE ESTATES PHASE I addition; 1/2•C.I.R.F. 1297' THENCE South 00.09'18" West, along the westerly line of said CREEKSIDE ESTATES PHASE I addition, same being the easterly •RPLS 5686" N89°53'06"E 463.97' VTC.I.R.F. line of said Lot 1, Block 1, a distance of 300.01' to the POINT OF BEGINNING and containing 139,194 square feet or 3.195 •RPLS 5686- acres of land, more or less. II I,, Lot 58 1 COUNTY OF COLLIN )( L I 5/a' .'(C.F. STATE OF TEXAS )( 10' x 10' - N89 53'06„E 165.116' •B+P"(C.M.) Water Easement i \ NOW,THEREFORE, KNOW ALL MEN BY THESE PRESENTS: (Vol. 2015, Pg. 182) 1 C',\ / O \ r That WE, the City of Wylie, does hereby adopt this plat designating the herein above described property as the Minor Replat / 58953'06rW 78.96' of FIRE STATION NO. 4 ADDITION, Lot 1R, Block A, an addition to the City of Wylie, Collin County, Texas and does hereby /Gh �) i ---_1_---- I \ dedicate in fee simple, to the public use forever, the streets, rights-of-way, and other public improvements shown hereon. 30' Premanent Grading I // / �/ \�,� 1 and Drainage Easement - The easements shown thereon are hereby reserved for the purposes indicated. The utility and fire lane easements shall be / t- 2013, Pg. 439) 1 open to the public fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each / G�o� ^ / \ (Vol.} particular use. The maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. cc \ No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, 24' Fire Lane, Access I / / 'n I over or across the easements as shown. Said easements being hereby reserved for mutual use and accommodation of all / public utilities using or desiring to use the same. All and any public utility shall have the right to remove and keep removed and Utility Easement - i _ 3 II TATES 1 : Ilu E E5 all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way may edanger or (Vol. 2015, Pg. 182) O1 I 1�� I CgEEKPASE I 3 interfere with the construction, maintenance or efficiency of its respective system on the easements, and all public utilities O o I N pg. g9 shall at all times have full right of ingress and egress to or from and upon the said easements for the purpose of 0 + i o I o ri 24 Fire Lane and I ,,01. T. o o`� Access Easement M•R.C.0 constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective w Z 1 voi systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right of 3 = ingress and egress to private property for the purpose of reading meters and any maintenance or service required or Lot 1, Block A v, n L J „ o ordinarily performed by the utility). Water main and wastewater easements shall also include additional area of working space CREEKSIDE SOUTH WI r in o^ S895306 W 55.00' CV for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of APARTMENTS ADDITION Co I N p •cG o Lot 1R, Block A RI Lot 59 Vol. 2015, Pgs. 182-183, o`n o ' manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or improvement line O o 24' Fire Lane and Gross: 139,194 S�. Ft. 3.195 Acres and description of such addition easements herein granted shall be determined by their location as installed. O.P.R.C.C.T. O z I °o Access Easement Net: 135,439 SqJ Ft. 3.109 Acres N of 1 Block 1ADDITION ° " This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the City of Wylie, Texas. L11 Z } ai N TION NO' 4 439, S00 0918 W / gIRE STA 13 pg. I , Witness my hand, this the day of , 2020. 20' Landscape Easement Block 1 Vol 02 P R• C GT. �300.01 (Vol. 2015, Pgi 182) 1 Lot 2, NO 4 ADDITION 3 gIRE SToAITI2�13 Pg 439, City of Wylie / I \ `,\ ;n O.P.R.GC.T. 5) 1 / \,-) \ (.8z_ 5) 'oo voi Chris Hoisted - City Manager 26' Fire Lane, Access \ \ 8z N89 53'06„E 54.98' }J a and Utility EasementI \ \ �+ - o Lot 60 (Vol. 2015, Pg. 182) I \ s�s� 10`o z I COUNTY OF COLLIN )( \\ '�6''.\) I o c�' STATE OF TEXAS )( \ �, O, C 1cn 10.39- Ig Verizon Easement BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared J I N00'06'54'W ` S89°54'55"E Remainder of r _ James J. Melino, known to me to be the person whose name is subscribed to the foregoing instrument and I- -- (Vol. N, Pg. 894) �'A o 463.97' Right-of-Way Dedication 30' x 71' 5' Wall Maintenance acknowledged to me that the same is his act and deed in the capacity therein stated and for the purposes 34.28�� \ SO It 3,757 Sq. Ft./0.086 Acres Drainage Easement Easement therein expressed. 15' Waterline Easement10' Water I 1 30 6's M (By This Plat) Vol. 5175, Pg. 2095, (Vol. N, Pg. 894) Vol. 5175, Pg. 2085, \ �yz,A+ S0006'S4„E D.R.C.C.T. L D.R.C.C.T. I ` II Easement �1 c, 7.35' - - _ _ - _ 52.27' 116.64' 56.47' �' 135.96' 25.00' 167.63' l- - 1WITNESS MY HAND AND SEAL OF OFFICE on this, the day of 2020. Lot 63 1 - - - - 022' _ _ 200.00' _ _ _ - _ _ _ _ _ _ _ - 7.9T - Common Area 1 1 IFe C I R.-F - S89°53'06"W 1/2"�'.'.R.F• 463.97' - - •RPLs 56e5• "RPL5 5/8"C.I.R.F.BEARS; S03"00'98•W 0.62' J NOTARY PUBLIC in and for the State of Texas I Variable Width POINT OF BEGINNING Right-of-Way Dedication Ni11-15' Waterline General Notes: Right-of-Way Dedication Document No. co Easement (Vol. 2013, Pg. 439) 20130614000824420, Vol. 5175, Pg. 2080, 0 1. According to the Flood Insurance Rate Map of Collin County, Texas, Map No. 48085C0415J, Map Revised June O.P.R.C.C.T. D.R.C.C.T. 0 02, 2009, the herein described property is located in Zone "X", described by said map to be, "areas determined McMillen Road I to be outside the 0.2% annual chance floodplain". This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will (variable width public right-of-way) occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor in any way. 2. The surveyor has relied on the herien described subject plat with regard to any easements, restrictions, or o• rights-of-way affecting the herein described Property. No additional research regarding said easements, on restrictions or rights-of-way has been performed by the surveyor. 3. Bearings, elevations and coordinates (surface) are based on the City of Wylie GPS Monument No(s). 2, 3, and 4. Surface to grid conversion factor is 0.999846386, at base point 0,0. 4. No appurtenance between the height of 2' and 9' may be placed in the visibility triangles. "Recommended for Approval" CITY BENCHMARKS: SURVEYOR'S CERTIFICATE: NAD-83 TX STATE PLANE, NORTH CENTRAL ZONE (4202) Ruby Dr ) L/ y Chairman, Planning & Zoning Commission Date: MONUMENT NAME: CM3 KNOW ALL MEN BY THESE PRESENTS: Meadow Glen City of Wylie, Texas NORTHING: 7,053,976.54' Mewhirter Rd Rushing EASTING: 2,559,122.001' THAT I, Michael B. Arthur, do hereby certify that I prepared this plat from an actual on-the-ground survey I Glenwood Dr - PUBLISHED ELEVATION NAVD 88: 520.307' of the above described property, and that the corner monuments shown hereon were found or were properly "Approved for Construction" placed under my personal supervision in accordence with the Platting Rules and Regulations of the City of Lore NAD-83 TX STATE PLANE, NORTH CENTRAL ZONE (4202) Wylie, Collin County, Texas. a\ MONUMENT NAME: CM4 NORTHING: 7,065,787.597' ` . \ Jacob Mayor, City of Wylie, Texas Date: EASTING: 2,560,972.926' Teakwood Dr PUBLISHED ELEVATION NAVD 88: 562.912' ►��E•,,OF?'��I Date: e�u�n or �� Michael B. Arthur ,. 'NA`��ISTE�4'•'.`Y44, M �A Registered Professional Land Surveyor C i * d •;y BetsyLn McMiiie Dr \\ "Accepted" Texas No. 5686 s ` \ -SITE OWNER: MICHAEL B. ARTHUR ► McMillen Dr z•p McMillen Dr 1 City FINAL PLAT AT v e:.�, 5686 Q�• . of Wylie y •.�� �',.�'� Mayor, City of Wylie, Texas Date: 300 Country Club #100 '••.ESSI°• �, f o R� , Windy kn Wylie Texas 75098 FIRE STATION NO. 4 ADDITION Ai S U 08 or o Ph.: 972-516-6010 COUNTY OF COLLIN )( ` v ' o Concoct: Chris Hoisted STATE OF TEXAS CC )( -� 6 The undersigned, the City Secretary of the City of Wylie, Texas, hereby certifies that the foregoing Final ENGINEER: LOT 1 R BLOCK A BEFORE ME, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared Plat of the FIRE STATION NO. 4 ADDITION, to the City of Wylie was submitted to 7 MICHAEL B. ARTHUR, known to me to be the person whose name is subscribed to the foregoing instrument, us Hart Gaugler + Associates and acknowledged to me that he executed the same for the purposes and consideration therein expressed. �3° _ N the City Council on the day of 2020, and the Council, by formal action, 12801 N. Central Expressway 139,194 Sq. Ft. / 3.195 Acres then and there accepted the dedication of streets, alley, parks, easement, public places, and water and Suite 1400, Dallas, Texas 75243 sewer lines as shown and set forth in and upon said plat and said Council further authorized the Mayor Ph. (972) 239-5111 (x213) Being a replat of Lot 1 & Lot 2, Block A WITNESS MY HAND AND SEAL OF OFFICE on this, the day of , 2020. �- to note the acceptance thereof by signing his name as hereinabove subscribed. Contact: Ruth Rangel, PE 7 Vicnity Map FIRE STATION NO. 4 ADDITION (not to scale) Witness my hand this day of , A.D., 2020. Vol. 2013, Pg. 439, 0.P.R.C.C.T. I SURVEYOR: NOTARY PUBLIC in and for the State of Texas North Texas Surveying,L.L.C. John W. Mitchell Survey Abstract No. 589 Registered Professional Land Surveyors 1010 West University Drive City of Wylie, Collin County, Texas City Secretary McKinney, Tx. 75069 Ph. (469) 424-2074 Fax: (469) 424-1997 City of Wylie, Texas www.northtexassurveying.com Dated: 10/13/2020 Scale: 1 " = 40' SURVEY DATE: 02/24/2020 SCALE: 1" = 50' DRAWN BY: C.S.H. CHK'D. BY: M.B.A. JOB NO.: 2013-0049 FIRM No. 10074200 fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: E Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 1 Subject Consider, and act upon, a final plat of Wylie Auto Addition, establishing two commercial lots on 4.118 acres, located at 2017 N State Highway 78. Recommendation Motion to approve a final plat of Wylie Auto Addition, establishing two commercial lots on 4.118 acres,located at 2017 N State Highway 78. Discussion OWNER: Juwaiter Muhammad APPLICANT: Raymond L. Goodson Jr.,Inc The applicant has submitted a final plat to create Lots 1 and 2, Block A of Wylie Auto Addition on a tract of land that measures 4.118 acres. This property is zoned within the Commercial Corridor zoning district. The purpose of this plat is to create two lots for commercial use. The preliminary plat was approved by City Council in October 2019.The site plan for the development of a minor automobile repair shop on Lot 1 was approved by the Planning and Zoning Commission in October 2019. The plat dedicates the needed cross access easements in addition to fire lane,utility, and drainage easements. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. For conditional approval or disapproval City Council must provide a written statement of the reasons to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Gov't Code. P&Z Commission Discussion The Commission voted 7-0 to recommend approval. Page 1 of 1 LOT 1R-4RR, BLOCK C LOT 1R-5, BLOCK C I LOT 1R-5, BLOCK C LOT 1R-1, BLOCK C WOODLAKE VILLAGE WOODLAKE VILLAGE WOODLAKE VILLAGE WOODLAKE VILLAGE LINE TABLE LINE TABLE ((CS) VOL. 2007, PG. 31 CAB. P, PG. 926 & 927 CAB. P. PG. 926 & 927 CAB. P, PG. 926 & 927 p1D� 1/2" /RF (CM) P.R.C.C. T. P.R.C.C. T. P.R.C.C. T. P.R.C.C. T. LINE BEARING LENGTH LINE BEARING LENGTH cABP"DO 1/2" /RF (CM) •ADF CM / '" ( 1/2IRF (CM) WILSON CUT-OFF L • SENSE Lo Y L 1 S89 20 37 E 82.70' L 10 S89 04 20 E 57.00 a c TE y U L2 N8920'37"W 138. 16' L11 S0055'40"W 103.33' S/ .6D 3.9 /0 L 3 SOO 55'40"W 178.52' L 12 N89 04'20"W 5700' DEVONSHIRE CALLIE �� L 4 NO0 55'40'E 3.31' L 13 NO0 55'40"E 103.33' `CGS, WYNDHAM sHEPARD� ` OLD KNOLL DONNA L 5 N89 04'20"W 61.00' L 14 S00 55'40"W 24.32' L NOON N "N' L6 NOO 55'40'E 110.33' L15 S89 04'20"E 170.22' 1'Ø az STATE HIGHWAY NO. 78 L7 S89 04'20'E 115.50' L 16 N89 04'20"W 194.24' AI.RVIEW W OAK La (VARIABLE WIDTH RIGHT-OF-WA Y) - - OAK SURREY 0 20 40 80 L 8 SOO 51'09"W 4.66' L 17 NO0 55'40"E 48.32' VICINITY MAP P.O.B. FIRE LANE ACCESS AND YCIRF S89 04,20 - UTILITY EASEMENT SCALE 1” = 2000' (FEET) ' PLS 5587' 359.41' (BY THIS PLAT) L9 S8904'20'E 10.44' L18 SOO52'05"W 170.92' FIELD NOTES 1 inch = 40 ft. (CM) 19700' LgYCIRS YCIRF Whereas AJ Assets Inc, is the owner of a called 4. 14 acre tract of land situated in the Francisco - .. 162.41' "IL LANE RPLS 2509" De La Pina Survey, Abstract No. 688, City of Wylie, Collin County, Texas, being all of a called 4. 14 5' UTILITY EASEMENT y 748' . y •• .. 'RLG INC" CM 186.56' -4 - ,• ( ) acre tract of land described in a Special Warranty Deed to AJ Assets, recorded in Instrument VOL. 3255, PG 46 - - _ 1 57.54 104.87 - i Number 20190906001097890, Real Property Records, Collin County, Texas, and beingmore D.R.C.C. T. S8720 59'E 228 71 C12; - 1 g 97' CURVE TABLEP �' �' �N84 3g'S2'E t VISIBILITY EASEMENT \ YCIRF 1 YCIRF particularly described as follows: YCIRF o J _^� �� L8 131.57 (BY THIS PLAT) , i ",IL LANE RPLS 2509" /L LANE RPLS 2509" "IL LANE CURVE DELTA RADIUS TANGENT LENGTH CH. BRG. CHORD "� 26' T. P. & L. CO. 1 ' V d -(CM) -- OM ____RPLS 2509"___ - BEGINNING at a 1/2"iron rod with yellow plastic cap stamped "RPLS 5587" VOL. 516, PG 426 R.P.R.CC. T. & VISIBILITY EASEMENT ( ) (CM) Cl 128°12'38" 28.00' 57.68' 62.66' S25°14'25"E 50.38' found on the south right-of-way line of State Highway No. 78 (a variable width right-of-way), • C8 VOL 644, PAGE 324, R.P.R.C.C. T. (B Y THIS PLAT) d �. T. P. & L. CO. g }' g y 4rc-,N ) C7� ( �• VOL. 516, PG 426 R.P.R.C.C. T. & , , „ for the northeast corner of Lot 1, Block A, Shahi Group Addition, an addition to the City of Wylie, L 7 C - - - VOL 644, PAGE 324, R.P.R.C.C. T. C2 49°18 08 32.00 14.69' 2754' S66 00 19 W 26.69' recorded in Document Number 2006-486, Plat Records, Collin County, Texas, and the north west 20' CROSS ACCESS EASEMENT 9� C10 FIRE LANE ACCESS AND L 1 0• corner of said 4. 14 acre tract; DOC#2006-4869 UTILITY EASEMENT P.R.C C. T. L10 N � (B Y THIS PLAT) � C3 402535 32.00 11.78 22.58 S21 0827 W 22. 11�- - - J� �_ - L2 - - `� '-� THENCE South 89° 04'20"East, along the south right-of-way line of said State Highway No. 78, a 75' BUILDING SETBACK C4 90 00'00" 24.00' 24.00' 3770' N44 04'20"W 33.94' distance of 359.41 feet to a 1/2"iron rod with yellow plastic cap stamped "RLG INC"set on the �6 ��\ I VOL. 1528, PG. 465 south right-of-way line of said State Highway No. 78, for the northeast corner of said 4. 14 acre R.P.R.C.CT. C5 9000'00" 52.00' 52.00' 81.68' N4404'20'W 73.54' tract; �( '� N cl 28.33' r- 1 C6 90 47'09" 28.00' 28.39' 44.37' N44 27'S4"W 39.87' THENCE South DO° 52'32" West, along a west line of said State Highway No. 78, passing a 1/2" Y 24' o P'G� iron rod with yellow plastic cap stamped "JL Lane RPLS 2509"found for the northeast corner of 5LJ�\/E _ _ ��\ o Z o C7 24°35 44 52.00 11.34' 22.32 S777356 E 22. 15' Lot 5, Block A, Wylie Retail Office Park Addition, an addition to the City of Wylie, recorded in op �o • �0 0 0\� �� o W - - Volume 2013, Page 249, Plat Records, Collin County, Texas, at a distance of 9.97 feet, passing a PAN 8 co r---, LOT 1 BLOCK A I `�' LOT 2 BLOCK A \\' \'\ o o W o C8 2408 16 28.00 5.99 11.80 S77°00 12E 11.71 1 2"iron rod with ellow lastic ca stain ed "✓L Lane RPLS 2509"found for the southwest corner �A68J o , �� , h h b, AP 0 - h �o / y P P P0D CT Q 55, 160 SQ. FT. W 124,229 SQ. FT. �' �� ()CrQ ' ' a o of said Lot 5 and the northwest corner of Lot 1, Block A, of said Wylie Retail Office Park Addition, C �A � � W � 0 �j, G. ZZ o C9 3446'18" 28.00' 8.77' 16.99' S714112E 16.73 NSIS g51 W Q 1.266 ACRES �� k' • 2.852 ACRES \, \,\c, ��0\ G. Qcoci c\ at a distance of 245.86 feet, passing a 1/2'iron rod found for the southwest corner of said Lot A /� 1 Q ^ y QP Q, �,�, o1, Block A, Wylie Retail Office Park Addition, at a distance of 497.85 feet, continuing for a total F c) I W � C10 70 44 55 28.00 19.88' 34.57' S89 40 26 E 32.42' distance of 499. 19 feet to apoint on the north line of Wyndham Estates, Phase I, an addition to 7 7, �!>. z I cc\i C o 0�. Q' co W N o o _ Yn `" z I Qthe City of Wylie, recorded in Cabinet E, Page 101, Plat Records, Collin County, Texas, for the Z 1.... , h Oj N ' » ' » ' o C 11 108°11 54 28.00' 38.68' 52.88' NO 51 09 E 45.36 z o _ southeast corner of said 4.14 acre tract, from which a 1/2"iron rod found bears South 62° 16' N Q W J I o WYLIE AUTO ADDITION 45"East a distance of 0.88 feet, and a chiseled "X"in concrete found bears South 03° 37'39" •N ��m I L (__ TOTAL N K C12 23 34'03" 28.00' 5.84' 11.52' N65 01'49"W 11.44' West, a distance offeet; • 28.22' I ONCOR ELECTRIC DELIVERY �q 179,389 SQUARE FEET z J COMPANY LLC EASEMENT AND - , » C13 9O OO'OO" 28.00' 28.00' 43.98' S44 04'20"E 39.60' RIGHT OF WAY 4. 1182 ACRES S00 52 32 W �i THENCE North 89° 05'S1"West, along the common line between said 4.14 acre tract and the north INST. NO. 20200831001451480�� rh 499. 19' 10' PRIVATE DRAINAGE C14 9000'00" 28.00' 28.00' 43.98' S4555'40"W 39.60' line of said Wyndham Estates, Phase I, a distance of 359.21 feet to a 1/2"iron rod with yellow O.P.R.C.C. T. �)� EASEMENT plastic cap stamped `RLG INC"set on the north line of said Wyndham Estates, Phase I, for the L INST. NO. 20130610010001700, C15 90 00'00" 28.00' 28.00' 43.98' N44 04'20'W 39.60' southwest corner of said 4. 14 acre tract, from which a 1/2"iron with yellow plastic cap stamped \ �s �� P.R.C.C. T. "RPLS 5587"found bears South 00° 51'09"West a distance of 0.87 feet; ,____ r - C16 90 00'00" 28.00' 28.00' 43.98' N45 55'40"E 39.60' N00°51'09"E_I • \c, L 12 • J THENCE North 00° 51'09"East, along the common line between said 4. 14 acre tract and said Lot 499.34' YCIRF 1, Block A, Shahi Group Addition, a distance of 499.34 feet to the POINT OF BEGINNING, \ ) I YCIRF �' r 7 --r'- �_ "IL LANE Selling a portion of this addition by metes and bounds is a violation of City containing 179,389 square feet or 4. 1182 acres, more or less. IL LANE RPLS 2509" RPLS 2509'(CM) Ordinance and State Law and is subject to fines and withholdingof utilities and l // (CM) 179.45' [7'� - M) � building permits. L 5 r_ J� 24' FIRE LANE ACCESS AND i - Q / UTILITY EASEMENT v- I I NOW, THEREFORE, KNOW ALL MEN, BY THESE PRESENTS N 1 r (BY THIS PLAT) r� I I Recommended for Approval • �, 165. 10' L4-1!�. 24.00' 790 PRIVATE DRAINAGE EASEMENT I 1 LOT 1, BLOCK A, . . , __ INST NO. 20130610010001700 1--I 1 i That, Al Assets Inc, Texas Corporation, acting herein by and through its duly authorized officers, SHAH! GROUP ADDITION N89 04 20"W 197.00' r'j•° L P.R.C.C. T. 1 I I---I does hereby adopt this plat designating the herein above described property as Lots 1 & 2, DOC. # 2006-486 rj I / I Block A, Wylie Auto Addition, an addition to the City of Wylie, Texas, and does hereby dedicate, P.R.C.C. T. N I i , \ Chairman, Planning & Zoning Commission Date - N N v in fee simple, to the public use forever, the streets, rights-of--way, and other public J L15 City of Wylie, Texas improvements shown thereon. The streets and alleys, if any, are dedicated, for the public use . �I --' forever, for the purposes indicated on this plat. No buildings, fences trees, shrubs or other 24' FIRE LANE ACCESS AND 24' ACCESS AND UTILITY WA TER EASEMENT UTILITY EASEMENT EASEMENT /NST. NO. improvements or growths shall be constructed or placed upon, over or across the easements as INST. NO. 20130610010001700 20130610010001700 Approved for Construction shown, except that landscape improvements may be placed in landscape easements, if approved L16 (BY THIS PLAT) P.R.C.C. T. by the City Council of the City of Wylie. In addition, utility easements may also be used for the _ _P.R.C.C. T. 8724' �y 10700' 7 P, mutual use and accommodation of all public utilities desiring to use or using the same unless , \G the easement limits the use to particular utilities, said use by public utilities being subordinate Ad ASSETS INC = G� F� Mayor, City of Wylie, Texas Date W ` 0 0 \� �9 to the public's and City of Wylie use thereof INST. NO. 20190906001097890 W '� I ��\�, \(\� ti R.P.R.C.C. T. Q \,�(P O0 QCr The City of Wylie and public utility entities shall have the right to remove and keep removed all W �N ( P . Accepted orparts of anybuildings, fences, trees, shrubs or other improvements orgrowths which mayin • , \'0�F' ��p'��'G.G 9 P any way endanger or interfere with the construction, maintenance, or efficiency of their iy QP �Q� respective systems in said easements. The City of Wylie and public utility entities shall at all r.oj o 0�• Mayor, City of Wylie, Texas Date times have the full right of ingress and egress to or from their respective easements for the N = a K o�' purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and Q CO I W o Ni adding to or removing all or parts of their respective systems without the necessity at any time •• o N N procuring permission from anyone. co; I co Q o . 1 The undersigned, the City Secretary of the City of Wylie, Texas, hereby certifies that W i� • the foregoing final plat of the WYLIE AUTO ADDITION, an addition to the City of Wylie This plat approved subject to all platting ordinances, rules, regulations and resolutions of the IL, 1 Q Z was submitted to the City Council on the ___ day of 20__ , and City of Wylie, Texas. N- the Council, by formal action, then and there accepted the dedication of streets, iN alley, parks, easement, public places, and water and sewer lines as shown and set Witness, my hand, this the day of 2020. • • + forth in and upon said plat and said Council further authorized the Mayor to note • .•. 00•2.2"w 1/2" lRF•'•. I� 20' UTILITY EASEMENT the acceptance thereof by signing his name as hereinabove subscribed. PFC S62oBs5i. - '\ �\\ INST. NO. 20130610010001700 �� Juwaitar Muhammad N. P.R.C.C.T. Witness my hand this ___ day of , A.D., 20__. Owner SOJ37 39"w b J • �\ 10' PRIVATE VA TE DRAINAGE EASEMENT STATE OF TEXAS 4.00' 1/2" /RF . �N -- /NST. NO. 20130610010001700, P.R.C.C. T. - City Secretary COUNTY OF __M____ CONCRETE YCIRS 'RLG INC" - City of Wylie, Texas BLOCK WALL FROM WH/CH A YCIRF "RPLS 5587" • i �-'�>�' 1 -.. BEARS 5005109"W, 0.87' ••. b .• P j --_'- - 252.23 I CMF • 106.98' FC1/2" /RF (C1L1) , ' 15' ALLEY BEFORE ME, the undersigned authority, on this day personally appeared Juwaitar Muhammad, known �I N89'05'51�W 359.21 to me to be the person whose name is subscribed to the foregoing instrument and acknowledged 15' ALLEY me thatheexecuted the same for the purposes and considerations therein expressed and in to 2743' 108.00' the capacity stated. 65.00' 1/RF 65.00' 65.00 3/8" 25.00' 65.00' / 65.00' .. SURVEYOR CERT/FICA TE 65.00' 1" IPF LOT 22 LOT 21 (CM) (CM) lRF GIVEN under my hand and seal of office this the ____ day of 2020. 00 ao LOT 20 LOT 19 LOT 18 LOT 17 (CM) 7o: I, Brian R. Wade, Registered Professional Land Surveyor, do hereby certify that this "i YCIRF LOT 16 -Pplat was prepared from an actual surveymade on the ground and that the LOT 24 N LOT 23 o N SURVEYING & ASSOC' W N (GM) J monuments shown hereon were found or placed with 1/2" iron rods with yellow Q0 Q LOT 15 plastic cap stamped "RLG INC" under my direction and supervision in accordance �- BLOCK A, WYNDHAM ESTATES, PHASE I "I "i Mi Notary Public in and for the State of Texas N cy "� N with the current rovisions of the Texas Administrative Code and the ordinances of CAB E., PG. 1101, P.R.C.C. T. N N I provisions the City of Wylie, Collin County, Texas. FINAL PLAT PRELIMINARY, THIS DOCUMENT SHALL OF NOTES NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED 4. 1182 ACRES 1. BASIS OF BEARINGS: The bearings shown on this survey were derived from All Terra Central, Inc. R TK OR RELIED UPON AS A FINAL SUR VE Y ,, Network and are referenced to the Texas Coordinate System of 1983, North Central Zone (4202) and DOCUMENT. L 0 TS I & 2, BL 0 CK A are based on the North American Datum of 1983, 2011 Adjustment. Brian R. Wade R.P.L.S. 6098 Date LEGEND 2. CONTROLLING MONUMENTS: As shown WYLIE AUTO ADDITION .. BOUNDARY LINE E E OVERHEAD POWER STATE OF TEXAS § FRANCISCO DE LA PINA SURVEY, ABSTRACT NO. 688 PROPERTY LINE 8"W 8`W WATER LINE 3. The subject tract is depicted within Zone X on the Flood Insurance Rate Map, Map No. COUNTY OF DALLAS ° CONCRETE 550 EXISTING CONTOUR LINE 48085C0420J, dated June 2, 2019. Zone X is defined thereon as "Areas determined to be outside CITY OF WYLIE, COLLIN COUNTY, TEXAS LIGHT STANDARD CAB CABINET the 0 2% annual chance floodplain . WV° WATER VALVE PR.oCT PLAT RECORDS, DALLAS COUNTY, TX » , No RE HYDRANT RPRo .T REAL PROPERTY RECORDS, DALLAS COUNTY, TX BEFORE ME, the undersigned authority, on this day personally appeared Brian R. Wade, SCALE: = 40 DATE: 7/29/19 STP/ STAND PIPE INST NO. INSTRUMENT NUMBER The location of the flood zone lines shown, if any, were determined by scaling from said FEMA Map. known to me to be the person whose name is subscribed to the foregoing /Bo IRRIGATION BOX VOL., PC. VOLUME, PAGE The actual location as determined by elevation contours may differ. This flood statement does not instrument and acknowledged to me that he executed the same for the purposes TPoo TELEPHONE PEDESTAL Os SANITARY SEWER MANHOLE imply that the property or structures thereon will be free from flooding or flood damage. On rare and considerations therein expressed and in the capacity stated. OWNER: SURVEYOR: 0 POWER POLE 0 STORM SEWER MANHOLE occasions floods can and will occur and flood heights may be increased by man-made or natural ci SIGN YCIRS 12"IRON ROD WITH YELLOW PLASTIC CAP GIVEN under my hand and seal of office this the ____ day of AJ ASSETS INCORPORATED RAYMOND L. GOODSON JR., INC. CUR CHISELED N"" IN CONCRETE FOUND STAMPED "RLG INC" SET causes. This flood statement shall not create liability on the part of the surveyor or Raymond L. , 2020. C/O JUWAITAR MUHAMMAD 12001 N. CENTRAL EXPRESSWAY, STE 300 YCRF 1/2"IRON ROD WTH YELLOW PLASTIC CAP Goodson Jr., Inc. as a result of flooding. 01 EAST BUCKINGHAM ROAD DALLAS, TX. 75243 STAMPED " "FOUND 214-739-8100 4. 1/2" iron rods with yellow plastic caps stamped "RLG INC" will be set at each proposed lot corner GARLAND, TEXAS 75040 rlg®rlginc.com unless otherwise noted 214-235-8845 TX PE REG #F-493 TBPELS REG #100341-00 SHEET 1 OF 1 5. No appurtenance between height of 2' and 9' shall be placed within the visibility easement. Notary Public in and for the State of Texas RECORDED INST# - JOB NO. 1911.079 E-FILE 1911.079pp DWG NO. 27, 158W IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: F Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 1 Subject Consider, and act upon, a preliminary plat for Browngate Pointe, creating 39 Residential, seven open space, and one commercial lot on 6.550 acres,generally located at the northeast corner of Brown Street and Sanden Boulevard. Recommendation Motion to approve a preliminary plat for Browngate Pointe,creating 39 Residential, seven open space,and one commercial lot on 6.550 acres, generally located at the northeast corner of Brown Street and Sanden Boulevard. Discussion OWNER: Browngate Land Investments LLC APPLICANT: Global Land Surveying,Inc. The applicant is proposing to create 39 residential lots, seven HOA owned and maintained open space lots, and one commercial lot on 6.55 acres. This development is zoned within a mixed use planned development, approved by City Council in August 2020 and allows for townhome and commercial uses. The development standards of the planned development allow for residential lots with a minimum square footage of 2,950 sq. ft. and the proposed plat meets that requirement. The residential units will be accessed by three private streets owned and maintained by the HOA.All of the residential units will be within gates that provide an opticom opener with a manual release for fire and safety access. The commercial lot measures 0.85 acres and has access from West Brown Street. A site plan for the commercial development was approved by the Planning and Zoning Commission in December 2020. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. For conditional approval or disapproval City Council must provide a written statement of the reasons to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Gov't Code. P&Z Commission Discussion The Commission voted 7-0 to recommend approval. Page 1 of 1 VICINITY MAP (NOT TO SCALE) I I \ OWNER'S CERTIFICATE OWNER'S DEDICATION \ STATE OF TEXAS STATE OF TEXAS \ COUNTY OF COLLIN COUNTY OF COLLIN I 24' FIRELANE & __ \ \ ,Vv of # UTILITY ESMT. WHEREAS, BROWNGATE LAND INVESTMENT LLC, A TEXAS LIMITED LIABILITY COMPANY, IS THE OWNER NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS - CC 201 30801 01 000231 0 \ OF A TRACT OF LAND SITUATED IN THE C. ATTERBURY SURVEY, ABSTRACT NO. 22 AND THE D. OI I M.R.C.C.T. \ \ WILLIAMS SURVEY, ABSTRACT NO. 1021, IN THE CITY OF WYLIE, COLLIN COUNTY, TEXAS, AND BEING A RESURVEY OF A CALLED 6.55 ACRE TRACT OF LAND DESCRIBED IN A DEED RECORDED UNDER THAT, BROWNGATE LAND INVESTMENT LLC, A TEXAS LIMITED LIABILITY COMPANY, ACTING BY > U z \ COUNTY CLERK'S FILE NUMBER 20200810001282290, DEED RECORDS, COLLIN COUNTY, TEXAS, AND AND THROUGH THE UNDERSIGNED, THEIR DULY AUTHORIZED AGENT, DOES HEREBY ADOPT c o N \ \ \ BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: THIS PRELIMINARY PLAT DESIGNATING THE HEREIN DESCRIBED REAL PROPERTY AS \ BROWNGATE POINTE ADDITION AN ADDITION TO THE CITY OF WYLIE, COLLIN COUNTY, TEXAS, c w BEGINNING AT A 5/8" IRON ROD SET FOR CORNER IN THE SOUTHEAST RIGHT-OF-WAY LINE OF ' N a I OF THE MAP RECORDS OF COLLIN COUNTY, TEXAS, AND DOES HEREBY DEDICATE TO THE I SANDEN BOULEVARD (VARIABLE WIDTH RIGHT-OF-WAY), AT THE NORTHWEST CORNER OF SAID 6.55 PUBLIC USE FOREVER, THE STREETS, ALLEYS, AND PUBLIC USE AREAS SHOWN THEREON, THE SITE M cn I I I I ACRE TRACT, SAME BEING THE SOUTHWEST CORNER OF SANDEN BOULEVARD CHURCH ADDITION, AN x ADDITION TO THE CITY OF WYLIE, COLLIN COUNTY, TEXAS, ACCORDING TO THE MAP THEREOF EASEMENTS AS SHOWN, FOR THE MUTUAL USE AND ACCOMMODATION OF THE CITY OF WYLIE r 7Q11U, Q 21 1 , J0 RECORDED UNDER COUNTY CLERK'S FILE NUMBER 201 30801 01 000231 0, MAP RECORDS, COLLIN AND ALL PUBLIC UTILITIES DESIRING TO USE OR USING SAME. ALL AND ANY PUBLIC UTILITY WV, O n 1 COUNTY, TEXAS; AND THE CITY OF WYLIE SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED ALL OR QI 50 O2 I PARTS OF ANY BUILDINGS, FENCES, SHRUBS, TREES, OR OTHER IMPROVEMENTS OR GROWTHS 1 THENCE SOUTH 88'23'58" EAST ALONG THE COMMON LINE OF SAID 6.55 ACRE TRACT AND SAIDSANDEN WHICH IN ANY WAY ENDANGER OR INTERFERE WITH THE CONSTRUCTION, MAINTENANCE, OR / I ` P0Sc�O• I CORNER AT THE ANORTHEA TRD HCORNEIRNOF SAID T6..55 ACREANCE OF TRACT, IN TH5.59 FEET OE WEST LINEOFLOT" IRON ROD 1, FOR EFFICIENCY OF ITS RESPECTIVE SYSTEMS ON SAID EASEMENT AND THE CITY OF WYLIE AND Brown Street I I `` V` o BLOCK A, OF BIRMINGHAM FARMS, PHASE 10, AN ADDITION TO THE CITY OF WYLIE, COLLIN COUNTY, ALL PUBLIC UTILITIES SHALL AT ALL TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO / / `��V AG` TEXAS, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 2014, PAGE 348, MAP RECORDS, AND FROM AND UPON THE SAID EASEMENT STRIPS FOR THE PURPOSE OF CONSTRUCTING `VI,, �7► ki o o I COLLIN COUNTY, TEXAS, FROM WHICH A 1/2" IRON ROD FOUND FOR REFERENCE BEARS NORTH RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL I / Q• �S�R 0 88'23'58" WEST, A DISTANCE OF 1.57 FEET; OR PARTS OF ITS RESPECTIVE SYSTEMS WITHOUT THE NECESSITY, AT ANY TIME, OR l z N N PROCURING THE PERMISSION OF ANYONE. N II w o U �i oo0 I THENCE SOUTH 01'13'48" WEST ALONG THE COMMON LINE OF SAID 6.55 ACRE TRACT AND SAID LOT w o cU 1, A DISTANCE OF 403.38 FEET TO A POINT FOR CORNER AT THE SOUTHEAST CORNER OF SAID / SANDEN BOULEVARD w WITNESS MY HAND AT _ _, TEXAS, THIS THE DAY OF_-_---_, 2020. 0 o Z 6.55 ACRE TRACT, IN THE NORTH RIGHT-OF-WAY LINE OF WEST BROWN STREET (VARIABLE WIDTH o / CHURCH ADDITION �`R- -g 5 W U RIGHT-OF-WAY), FROM WHICH A 1/2" IRON ROD FOUND FOR REFERENCE AT THE SOUTHWEST RELEASED 1 1/23/2020 FOR I CC# 20130801010002310 o I (- cc I CORNER OF SAID LOT 1 BEARS NORTH 01'13'48" EAST, A DISTANCE OF 20.06 FEET, AND AN "X" REVIEW PURPOSES ONLY NOT TO z / / M.R.C.C.T. N N o FOUND FOR REFERENCE BEARS NORTH 67'S8'13" WEST, A DISTANCE OF 0.67 FEET; 0 / I BE_RECORD_ED FOR ANY REASON / U 5' X 10' D o THENCE NORTH 88'40'38" WEST ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID WEST BROWN OWNER: BROWNGATE LAND INVESTMENT, LLC I Q U WATER ESMT. N N STREET, A DISTANCE OF 732.35 FEET TO AN "X" FOUND FOR CORNER AT THE SOUTHWEST CORNER DULY AUTHORIZED AGENT Q N / / CC# 201 30801 01 000231 0 I OF SAID 6.55 ACRE TRACT, IN THE EAST RIGHT-OF-WAY LINE OF SAID SANDEN BOULEVARD; TAUHEED SADDIQUI / ZIQ M.R.C.C.T. THENCE NORTH 01'26'35" EAT ALONG THE EAST RIGHT-OF-WAY LINE OF SAID SANDEN BOULEVARD, ,1 ��� �l Z A DISTANCE OF 9.23 FEET TO AN "X" FOUND FOR CORNER AT THE BEGINNING OF A CURVE TO THE ``�( �� / / I RIGHT HAVING A RADIUS OF 969.00 FEET, A CENTRAL ANGLE OF 24'12'57" AND A CHORD WHICH STATE OF TEXAS 5 ?,/, / D BEARS NORTH 13'33'04" EAST, A DISTANCE OF 406.50 FEET; COUNTY OF COLLIN to / ,,,,,\ ��R �o. >-N �, I THENCE IN A NORTHEASTERLY DIRECTION ALONG THE SOUTHEAST RIGHT-OF-WAY LINE OF SAID BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF ���� SANDEN BOULEVARD, AN ARC DISTANCE OF 409.54 FEET TO THE PLACE OF BEGINNING AND j/11�� R m /��10' ONCOR ELECTRIC ESMT. 15' X 31' CONTAINING 285,307 SQUARE FEET OR 6.550 ACRES OF LAND. TEXAS, ON THIS DAY PERSONALLY APPEARED TAUHEED SADDIQUI, KNOWN TO ME TO BE THE ��1/�� '�� ,131C3 RP`C' / w g / CC# 20120725000899310 r WATER ESMT. _ PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED I r TO ME THAT HE/SHE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN G• P�G,1 QI / M.R.C.C.T. I I C# 201 30801 01 000231 0 I I I EXPRESSED AND IN THE CAPACITY THEREIN STATED. GRAPHIC SCALE P` / dlo y\ I �I M.R.C.C.T. / I r--1 40 20 0 40 / / _ I I / / / I GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _ DAY OF _---_-_, 2020. / / 24' FIRELANE & _,/ // / L �/ UTILITY ESMT. / __ _ _ _-_NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS ( IN FEET ) 7 � CC# 20130801010002310 / I 1 INCH = 40 FEET // M.R.C.C.T. POINT OF / I I- MY COMMISSION EXPIRES: _ _ l5' X 10' --- BEGINNIN �/ WATER ESMT. SURVEYOR'S CERTIFICATE / STATE OF TEXAS / \ � CC# 20130801010002310 _ COUNTY OF COLLIN N 7059455.19 536 _ 1 - - - - - E 2562976.75 1 - \ - 53�•R.C.C.T. _ / / I - - REF. BRG. (PER DEED) _ I-1: - FN[��5/8" LR. S3� 5�4 538 - - (DEED=645.97') / _ - - - - -- _ - 538 - S 88'23'58" E 645.59i - - THAT, I, JASON L. MORGAN, DO HEREBY CERTIFY THAT I PREPARED THIS FINAL PLAT FROM AN / 4� ' 35.00' 5.00' 35.00' ' " FND 1/2" LR. BEARS ACTUAL SURVEY ON THE LAND AND THAT THE CORNER MONUMENTS SHOWN THEREON WERE FOUND 40.83' 15.00 40.83° 35.00' r ` 536 N 88'23'58" W 1.57' AND/OR PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE l in i \\ I L - - �I ���/ 35 QoJ 35.00' 40.83' 15�00 �� �40.83' 35.00' 35.00' 35.00' / 40.83' 15.0 FND 5/8"7LR./ APPLICABLE CODES AND ORDINANCES OF THE CITY OF WYLIE, TEXAS. WITNESS MY HAND AT PLANO, TEXAS, / /// q / 25' BUILDING LINE / / Ln E 2563622.09 THIS THE _ DAY OF 2020. / / I \ / w \ I �- x w -�- - ---- /,��'�//l LOT/ 1 X 0 1 �� 2 3 4 \\ 5 7 a BLOCK B // N w / -� N CURVE TABLE �10�K A 3,450 SF co 2,957 SF 2,957 SF 3,450 SF 3,450 SF 1 / 13 1i4 15 / - w _---_--------------- / / / 2,957 SFin 2 �n 1 ~ _ '� `� / '� `� 16 `� 17 w CURVE RADIUS DELTA CHORD BEARING CHORD LENGTH / 4,893 SF (o I \ 2,957 SF 2,957 SF 3,450 SF / / JASON L. -MORGAN - \/ g/ I l \ \ 2,957 SF ao 2,957 SF 0D 2,957 SF 3,450 SF J p _] Cl 969.00' 15'07'02" S 09'38'19" W 254.93' 255.67' REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5587 20' BUILDING LANE \ 2,957 SF 2 g57 SF M_ , // / JJ� l )z \ M� C2 969.00' 01'32'27" S 17'58'03" W 26.06' 26.06' STATE OF TEXAS / / I I/73.68' / I \ �1 h �- ^ -o. " COUNTY OF COLLIN / _ _W / I / I 40.83' 3I5.00' 35.00' \ 35.00' 40.83'\ 15.00' 40.83' 35.00' 35.00' 35 00 40.83' 15.00' 40. / / / \ C3 969.00' 01'33 13 S 19'30 53 W 26.27' 26.27' I 7 h z / / M I l N 88'23'5$" W 40.83' w \ N / \ " BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, / 83 35.00' `35.00' 35.00' / 40 83' I C4 969.00 05'22 03 S 22'58 31 W 90.74 90.77 ON THIS DAY PERSONALLY APPEARED JASON L. MORGAN, KNOWN TO ME TO BE THE PERSON WHOSE / / / Cot ( I/ I PROPOSED 8" WATER LINE \ NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE I/ I - - \ N , „ // / W \ I w EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE / / _ _ S 88 23 58 E 662.45 s N / / // / \ I ze z I CAPACITY THEREIN STATED. / I �1 \ PROPOSED 8" SAIITARY SEWER s3> KYLE DRIVE \ / \ f o / (50' PR/VATS STREET, ACCESS AND / \ / - - // w GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS THE _ DAY DAY OF ---_--_, 2020. / C� /l I PROP SED 8" SANITA/RY SEWER rr p / 20' B.L. & SANITARY / `J ` \ \ UTILITY EASEMENT) o \ p ro SEWER ESMT. RELEASED 1 1/23/2020 FOR R=969.00' \\ \ I / \// / "' - VOLUME 2014, PAGE 348 REVIEW PURPOSES ONLY NOT TO " / a� 8 .10' \ 40.83' 35.0k 35.00' 3 .00' II `V / / 2 / M.R.D.C.T. BE RECORDED FOR ANY REASON 0=24 12 57 I \ \ 40.83' 15.00' 40.83' Nc 35.00' 35.00' 35.00' 40.83' / /35.00' / N NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS CB=N 1333'04" E1 / / 40.83' 35.00' �1.70' ,� / CH=406.50' -�- -_ I� / M� V MY COMMISSION EXPIRES: L=409.54' \ / m o I/ o �\' B�JI�DING LINE // / o Q Q -------------- 1 -,,-"L' 34 33 32 311 30 °I o o w / -�-- 3 � / 0 NI- in N o �I J o 28 27 26 25 24 N _ 22 11�h Q -� / w 3,450 SF 2,957 SF co 00 io 0 0 21 20 l 19 M °'� »/ 2,957 SF 2,g57 SF o a 4 4 o 0 '� I o I 13,450 SF -'I 3,450 SF °0 2,g57 SF "' o �n "' �n O0 y �? RECOMMENDED FOR APPROVAL It ao 2,957 SF 2,g57 SF qo 3,450 SF 3,450 SF tJ th r7 v /I I I �- S`36 I`n BLOCK B 1 00 co / 2,957 SF 2,957 SF/ 0 3,457 SF ^ ,�1�� °pLc? r-J I / f�' I ----------------------- ----- Q / / Z\ a z \ \ IT �- / "� _ `' I J CHAIRMAN, PLANNING Sc ZONING COMMISSION DATE s 25' BUILDING LINE /' , o o / O 3 L LOT CITY OF WYLIE, TEXAS I - - - z / 0 cn\ \ N ` 0 � a / p \ .. 14h72 40.83' 35.00' s 35.00' 35.00' I \ / =:- "APPROVED FOR CONSTRUCTION" Q ? \ 40.83' 15. 0' \40.83' 35.00' 35.00' i 35.00' 40.83' 15.00 I40.83' 35.00' / 35.00' 42•2 qopBIRMINGHAM FARMS, a CI Jl - S 88°23'581' E 223.00' I \ W i /� 25.0' I 25.0' /"M o PHASE 10 1 _ , I � � N J a l I / PROPOSED 8" WATER LINE 14 l I 170A PROPOSED S RM LINE \ , - - -/ / J /` > o p • II VOLUME 2014, PAGE 348 -_---_---_ -_---_---_---_ _-_--_ I Q i. I N LOI T 2X ( I 26' FIRELANE, �CCESS, -�_ _ LANDON LANE - 1 i O o M.R.D.C.T. MAYOR, CITY OF WYLIE, TEXAS DATE 50' MUTUAL _ - S 88'23'58" E 373.27' � i o m V I I / UTILITY EASEN NT / N "ACCEPTED" BLOCK A ACCESS ESMT. (50' PRIVATE STREET, ACCESS AND ? - - J 1 I = CQ Z�4 25,922 SF ( \ --/ // i ---- UTILITY EASEMENT) l / - i / Q �l�l I M L/ // // \ \ , � \�\ W-I- // I // L� \ _ �/ N / � / / MAYOR, CITY OF WYLIE, TEXAS DATE = y� I I /__ (,)_ . i r77)/ \ 45.83' 35.00' 35.00' 35�0' 40.83' 15.00// 40.83' 35.00�/ 35.00' 35.00' 45.95 \ l/ I CO 1 I LOT 3 / \ THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF WYLIE, TEXAS, HEREBY CERTIFIES THAT i. l w I I BLOCK A / I I --- 20' BUILDING LINE I� / \ I THE FOREGOING FINAL PLAT OF WYLIE LAKE TOWNHOMES SUBDIVISION OR ADDITION TO THE CITY OF \ I I� 7 `n I WATER ESMT. WYLIE WAS SUBMITTED TO THE COUNCIL ON THE _ DAY OF _---_ , 2020, AND THE I I i \ o II I 37,207 SQ. FT I - - - - cn \ COUNCIL BY FORMAL ACTION, THEN AND THERE ACCEPTED THE DEDICATION OF STREETS, ALLEYS, ( 20' SANITARI�SEWER ESMT. C° I (0.854 ACRES) t No0 35 36 37 38 oIw ao I VOLUME 2014, PAGE 348 PARKS, EASEMENTS, PUBLIC PLACES, AND WATER AND SEWER LINES AS SHOWN AND SET FORTH IN I l N1O `39 ;1-JI 41 42 43 44 w 45 M.R.D.C.T. AND UPON SAID PLAT, AND SAID COUNCIL FURTHER AUTHORIZED THE MAYOR TO NOTE THE VOLUME 4899\PAGE 2314 M I10 (0 3,938 SFo00n N \ NACCEPTANCE THEREOF BY SIGNING THEIR NAMES AS HEREINABOVE SUBSCRIBED. \ CC# 201407090,00708720 z I I r� ao co oo 2,957 SF 2 957 SF 2,g57 SF 3,489 SF 3,478 SF 2,957 SF o�0 2,957 SFro S D.R.C.C.T 1 \ 26' FIRELANE, ACCESS, \ o BLOCK B Ico ao 2,957 SF, 3,903 SF ao I 31, \ UTILITY EASEMENT 1 J _ - ,n \ ro� WITNESS MY HAND THIS _ _---_---_---_ DAY OF _---_-_,2020. �/ - -I OCV` ` _ _ _ 25' BUILDING LINE �I� _ - - - o T / / L/ \ N _ �_M 45.83' �5 O0' - 35.00' 35.00' _ _ _ I r \ SANITARY - `� '- -1 40.83' ---:_ I - - J 1 I CITY SECRETARY, CITY OF WYLIE, TEXAS I I l \ \ I \ I \\ SS I 6 W-_ / / - - - - - - -5.90= - 35.00' - - �5�0� _4�a.4J' - l f - SEWER N 88'40'52" W 398.99 / -� \ ) - o/ EXISTING 1 " SANITARY SEWEd7 LINE HO,17 o SS /SANITARY I1 7 -� MANHOLE I o _ ,-- '7--SEINER ® FND 1/2" I.R. BEARS I / N 88'40'38" W 110.03' N 88'40'38" W 223.00' \� �T LOT 46X- J MANHOLE N 01'13'48" E 20.06' FND „x" C.M.) = _ _ .�.� : 1 (0 ` I 1-fi l--I- PRELIMINARY PLAT ( , . . I _ _ , 11,987 SQ. �, - -20 RIGH �30E--WAY DEDICATIONO T ^ �N 88°40'38" W 399.18 : Y - 5-5`) i` BROWNGA TE POINTE ADDITION N �1-235 FND "x_B€ARs ±I _I _- - - - - - - - - - - / FND „X„ (CA.) - � -7 \ _ ` � � �_Z. � - i 9.23 i N 7059050.77 / / - - - - - - I J ® - _ r �65s',3" W o.s7� _ AN ADDITION TO THE (DEED=N 01'27'43" E) (,/ E 2562881 .27 / ,,,`o N 88'40'38" W 7�2,35' ` - - - 5tig ` SET "X" h lD\ h o \ \ N 7059033.87 CITY OF WYLIE, COLLIN COUNTY, TEXAS g WATER (DEED=N 88'39'30" W _ 30' WATER SMT. 20' SANITARY SEWER ESMT. \ o I S ' / VALVE ) s VOLUME 4899, PAGE` 314 \ 'o E 2563613.43 J - - - _ _ J - s NORTH TEXAS MUNICIPA �W�ATER DISTRICT \ 39 RESIDENTIAL LOTS, _ - / "� VOLUME 512, PAG 487 CC# 2014070900070 0 s \ - ) WEST \8RD,W STREL D17C7C.T. (TRACT 2� / / D.R.C.C.T. N cP\ 9 H.O.A. LOTS AND 1 OFFICE LOT S`�o S3 0 53 - -- �(F M HWY NO -341-2) (VARMBfrE-WIDTH R.O.W.) - - - '� J - - - _ I - - - M ` BEING 6.550 ACRES OF LAND co 532 / 5�� , `��� h1� / _ �, _ _ - �� �,� , o SITUATED IN THE _ _ _ o Z •' - - - - - - - - - - - - - NOTES: - - �- - - -/ C. ATTERBURY SURVEY, ABSTRACT NO. 22 J - - - - - - _ _ _ _ CORNERS ELED REON E A LLOW CAP PED 7". `I` ` �� `� 2) ALL COORDINATES SHOWN EHEREON SARE BASED UPON HCITY OF EWYLIE GEODETICM CONTROL SMONUMENTS NO. 4 AND NO. 5 � - - AND THE D. WILLIAMS SURVEY, ABSTRACT NO. 1021 RJ G (/) J� WHICH ARE RELATIVE TO THE TEXAS COORDINATE SYSTEM (NAD83 TEXAS NORTH CENTRAL ZONE (4202). COLLIN COUNTY, TEXAS S� 65 Q 5�Rn66 3) ALL PROPOSED LOTS SITUATED IN WHOLE OR IN PART WITHIN THE CITY'S CORPORATE LIMITS COMPLY WITH THE MINIMUM `` z LEGEND /� SIZE REQUIREMENTS OF THE GOVERNING ZONING DISTRICT AND THE REQUIREMENTS OF THE SUBDIVISION ORDINANCE. O14S `'`0• B.L.=BUILDING LINE G,0" a0' 4) NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY ORDINANCE AND IS Q > `I O ` SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDING PERMITS. ��` G� D.R.C.C.T.= DEED RECORDS, COLLIN COUNTY, TEXAS V` AGI 5) NO APPURTENANCE BETWEEN THE HEIGHT OF 2' AND 9' MAY BE PLACED IN THE VISIBILITY TRIANGLES. `A\\ Q P► N M.R.C.C.T.= MAP RECORDS, COLLIN COUNTY, TEXAS 0 P 6) VISIBILITY EASEMENTS SHOWN HEREON ARE IN ACCORDANCE WITH TABLE 9 OF THE CITY OF WYLIE THOROUGHFARE MANUAL. `r,,• �(`` c' ESMT=EASEMENT �R OWNER: SURVEYOR: S zlp �• S 7) NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA. JOB NO.: 20-10-016 p cn (C.M.)=CONTROLLING MONUMENT GLOBAL LAND SURVEYING, INC. M. P P• 8) A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED FOR THE PROPERTY UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM BROWNGATE LAND INVESTMENT, LLC 1705 TAWAKONI LANE FND 1/2" I.R. = FOUND 1/2" IRON ROD LOCAL, STATE AND FEDERAL AGENCIES. 963 PELICAN DRIVE ;���n���� PLANO, TEXAS 75075 Af♦11IBM Global Land Surveying, Inc. 5 9) ALL HOA "X" LOTS AND PRIVATE STREETS ARE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALLEN, TEXAS 75013 PHONE: (972)881-1700 NC;JII����\(INCLUDE UTILITY EASEMENT AREAS IF THEY ARE INDIVIDUAL LOTS). 972-273-0303 FIRM NO. 100163-00 ' NIM--/ SERVING THE GREATER DALLAS-FORT WORTH METROPLEX SINCE 2002 IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: G Department: Municipal Court (City Secretary's Use Only) Prepared By: Lisa Davis Account Code: Date Prepared: November 30,2020 Exhibits: Ordinance Subject Consider, and act upon, Ordinance No. 2020-63, amending Ordinance No. 2005-07, as amended, Chapter 34 - Courts and Section XII Municipal Court Fees of Appendix C Wylie Comprehensive Fee Schedule, converting the existing City of Wylie Municipal Court into a Municipal Court of Record in accordance with Chapter 30 of the Texas Government Code. Recommendation Motion to approve Ordinance No.2020-63,amending Ordinance No.2005-07,as amended,Chapter 34-Courts and Section XII Municipal Court Fees of Appendix C Wylie Comprehensive Fee Schedule, converting the existing City of Wylie Municipal Court into a Municipal Court of Record in accordance with Chapter 30 of the Texas Government Code. Discussion Chapter 30 of the Texas Government Code provides that the City Council may establish a Municipal Court of Record by converting the existing Municipal Court to a Court of Record to provide for the more efficient disposition of the cases arising in the City of Wylie, Texas. Senate Bill 346, approved in the 86th Texas Legislative Session, added Chapter 134 of the Texas Local Government Code and established a mandatory fee payable to municipal courts for nonjailable convictions known as the Local Consolidated Fee.The Local Consolidated Fee has been collected in accordance with state law since its effective date of January 1,2020.While establishing a Municipal Court of Record effective January 1,2021,this Ordinance will also update the fee provisions to be consistent with the new law from Senate Bill 346. Page 1 of 1 ORDINANCE NO. 2020-63 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, AMENDING WYLIE'S CODE OF ORDINANCES, ORDINANCE NO. 2005-07, AS AMENDED, CHAPTER 34 (COURTS) AND SECTION XII (MUNICIPAL COURT FEES) OF APPENDIX C (WYLIE COMPREHENSIVE FEE SCHEDULE); CONVERTING THE EXISTING CITY OF WYLIE MUNICIPAL COURT INTO A MUNICIPAL COURT OF RECORD IN ACCORDANCE WITH CHAPTER 30 OF THE TEXAS GOVERNMENT CODE; ESTABLISHING THE JURISDICTION OF THE MUNICIPAL COURT OF RECORD; MODIFYING CERTAIN PROVISIONS REQUIRING ASSESSMENT AND PAYMENT OF MUNICIPAL COURT FEES AND COSTS IN ACCORDANCE WITH APPLICABLE LAW; MODIFYING CERTAIN PROVISIONS REGARDING AND PROVIDING FOR THE APPOINTMENT, QUALIFICATIONS,TERM, SALARY AND POWERS AND DUTIES OF MUNICIPAL COURT JUDGES; PROVIDING FOR A PRESIDING JUDGE; PROVIDING FOR THE FILLING OF VACANCIES AND REMOVAL OF JUDGES; PROVIDING FOR A COURT REPORTER; PROVIDING FOR PROSECUTION AND APPEALS; PROVIDING A SAVINGS/REPEALING CLAUSE, SEVERABILITY CLAUSE, PENALTY CLAUSE AND AN EFFECTIVE DATE;AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. WHEREAS, Chapter 30 of the Texas Government Code provides that the City Council of the City of Wylie, Texas ("City Council")may establish a municipal court of record; and WHEREAS,the City Council has determined that the establishment of a municipal court of record by converting the existing municipal court to a court of record is necessary to provide for the more efficient disposition of the cases arising in the City of Wylie, Texas ("City"); and WHEREAS, Senate Bill 346, approved in the 86th Texas Legislative Session, added Chapter 134 of the Texas Local Government Code and establishes a mandatory fee payable to municipal courts for nonjailable convictions known as the Local Consolidated Fee; and WHEREAS, Senate Bill 346 establishes new funds, modifies existing funds and specifically delineates to which funds the Local Consolidated Fee must be distributed in accordance with state law; and WHEREAS,the City Council finds that it is in the best interest of the citizens of the City to amend Chapter 34 (Courts) of the City's Code of Ordinances, Ordinance No. 2005-07, as amended("Code of Ordinances"), and Section XII (Municipal Court Fees) of Appendix C (Wylie Comprehensive Fee Schedule), as set forth below. Ordinance No.2020-63 Establishing Municipal Court of Record Page 1 3248556 NOW, THEREFORE, BE IT ORDAINED, BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1.Findings Incorporated. The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2. Amendment to Chapter 34 (Courts) of the Code of Ordinances. Chapter 34 (Courts) of the Code of Ordinances is hereby amended to read as follows': "CHAPTER 34—COURTS ARTICLE I—IN GENERAL Sec. 34-1. Creation and Name. (a) The City Council hereby determines that the creation of a municipal court of record is necessary to provide for the more efficient disposition of the cases arising in the City. (b) The City Council hereby creates a municipal court of record, as provided by Section 30.00003(d) of the Texas Government Code, as amended, to be known as the "Municipal Court of Record in the City of Wylie, Texas." (c) All cases pending on the docket of the Municipal Court of Wylie, Texas, as of the effective date of this Ordinance shall remain pending on the docket of the Municipal Court of Record in the City of Wylie, Texas, and the Municipal Court of Record shall have jurisdiction over such cases. (d) To the extent there is any conflict between this Chapter and the City Charter, the City Charter shall prevail. Sec. 34-2.Jurisdiction. The Municipal Court of Record shall have the jurisdiction and authority provided by the City Charter and by general law for municipal courts. In addition, the Municipal Court of Record shall have the jurisdiction and authority provided by Section 30.00005 of the Texas Government Code, as amended, including but not limited to: (a) Jurisdiction over criminal cases arising under ordinances authorized by Sections 215.072, 217.042, 341.903 and 551.002 of the Texas Local Government Code, as amended; (b) Concurrent jurisdiction with a justice court in any precinct in which the 1 Deletions are evidenced by ctrikethrough;additions are underlined. Ordinance No.2020-63 Establishing Municipal Court of Record Page 2 3248556 municipality is located in criminal cases that arise within the territorial limits of the municipality and are punishable only by fine; (c) Concurrent jurisdiction with a district court or a county court at law under Subchapter B, Chapter 54 of the Texas Local Government Code, as amended,within the City's territorial limits and property owned by the City located in the City's extraterritorial jurisdiction for the purpose of enforcing health and safety and nuisance abatement ordinances; (d) Civil jurisdiction for the purpose of enforcing municipal ordinances enacted under Subchapter A, Chapter 214 of the Texas Local Government Code, as amended, or Subchapter E, Chapter 683 of the Texas Transportation Code, as amended; (e) Concurrent jurisdiction with a district court and a justice court over expunction proceedings relating to the arrest of a person for an offense punishable by fine only; and (f) Authority to issue: (1) Search warrants for the purpose of investigating a health and safety or nuisance abatement ordinance violation; and (2) Seizure warrants for the purpose of securing, removing or demolishing the offending property and removing the debris from the premises. Secs. 34-3 —34-20.—Reserved. ARTICLE II—MUNICIPAL COURT PROCEDURES DIVISION 1.—Municipal Court Funds, Costs and Fees fly. Sec. 34-21. Court fees authorized. Court costs and fees are hereby authorized to be imposed and collected in accordance with the provisions of applicable law. Sec. 34-22. Convictions. For purposes of this division, a person is considered to be "convicted" if: (1) A sentence is imposed on the person by the Municipal Court; or (2) The person receives deferred disposition from the Municipal Court, including deferred proceedings under Articles 45.052 or 45.053 of the Ordinance No.2020-63 Establishing Municipal Court of Record Page 3 3248556 Texas Code of Criminal Procedures Vernon's Ann. C.C.P. art. 45.052 or /15.053, as it exists or may be amended, or other law. Sec. 34-23 Local Consolidated Fee; Distribution to Funds. Municipal court (a) A person convicted of a nonjailable misdemeanor offense, including a criminal violation of a municipal ordinance, shall pay the Local Consolidated Fee as a court cost pursuant to state law,in addition to all other costs, on conviction. Crcation. There is hereby created and established a municipal court building security fund (the "fund") pursuant to Vernon's Ann. C.C.P., art. 102.017, as it exists or may be amended. (b) The City Treasurer,upon receipt of payment of the Local Consolidated Fee, shall allocate the Local Consolidated Fee to the accounts and funds pursuant to state law with no individual fund receiving less than the minimum percentages stated therein. Assessment of fee; authority. The municipal court of the city (the "municipal court") is hereby authorized to assess a municipal court building security fee (the "fee"), in the maximum amount authorized by law, against all defendants convicted in a trial of a misdemeanor offense by the municipal court.Each misdemeanor conviction shall be subject to a separate assessment of the fee. (c) The City Treasurer shall maintain in the City treasury funds or accounts to which money is allocated under state law. Money in an account maintained under this section may be used only for the purposes provided by state law. Collection of fee; payment to city treasury. The municipal court clerk iJ hereby authorized and required to collect the fcc and to pay the fee to the treasury of the city. All fees so collected and paid over to the tr sury of the city shall be segregated in the fund. (d) Use of fund. The fund shall be used only for the purpose of financing the purchase of security devices and/or services for the buildings housing the municipal court. Security devices and/or services means all items described in Vernon's Ann. C.C.P. art. 102.017, as it exists or may be amended. (e) Administration. The fund shall be administered by or under the direction of the city council or its designated representative. (a) Creation. There is hereby created and established a municipal court technology fund (the "fund") pursuant to Vernon's Ann. C.C.P. art. 102.0172, as it exists or may be amended. Ordinance No.2020-63 Establishing Municipal Court of Record Page 4 3248556 (b) Assessment of fee; authority. The municipal court of the city (the "municipal court") is hereby authorized to assess a municipal court technology fee (the "fee"), in the maximum amount authorized by law, against all defendants convicted in a trial of a misdemeanor offense by the municipal court.Each misdemeanor conviction shall be subject to a separate assessment of the fee. (c) Collection of fee; payment to city treasury. The municipal court clerk is hereby authorized and required to collect the fee and to pay the same to the treasury of the city. All fees so collected and paid over to the treasury of the city shall be segregated in the fund. (d) Use of fund. The fund shall be used only for the purpose of financing the purchase of technological enhancements for the municipal court of the city. "Technological enhancements" shall include any and all items described in Vernon's Ann. C.C.P. art. 102.0172, as it exists or may be amended. (e) Administration. The fund shall be administered by or under the direction of the city council or its designated representative Sec. 34 25. Juvenile case manager fund. (a) Creation; authority. There is hereby created a juvenile case manager fee ("case manager fee"), in the maximum amount authorized by law, pursuant to Vernon's Ann. C.C.P. art. 102.0174, as it exists or may be amended. The case manager fee is in addition to any other fines, penalties and/or court costs required by city ordinance or state or federal law. A separate case manager fee must be paid for each separate conviction of a fine only misdemeanor offense. (b) Assessment of fee. Except as provided in subsection (c) below, each defendant convicted of a fine only misdemeanor offense in municipal court shall pay the case manager fee as a cost of court. The case manager fee does not apply to parking citations. (c) Waiver.The municipal court judge may waive the case manager fee in cases of demonstrated financial hardship on the part of a convicted defendant. By way of example only, the municipal court judge may waive the case manager fee if the judge has determined that the defendant is indigent; has insufficient resources or income to pay the case manager fee;or is otherwise unable to pay all or part of the underlying fine or costs. (d) Collection of fee; payment to city treasury. The municipal court clerk is hereby authorized and required to collect the case manager fee and to pay the same to the treasury of the city. All fees so collected and paid over to the treasury of the city shall be segregated in the fund. Ordinance No.2020-63 Establishing Municipal Court of Record Page 5 3248556 (e) Use of fund. The fund shall be used only for the purpose of financing the salary, benefits, training, travel expenses, office supplies and other necessary expenses relating to the position of a juvenile case manager who as it exists or may be amended, and for any other purpose authorized by Vernon's Ann. C.C.P. art. 102.0174, as it exists or may be amended. The fund may not be used to supplement the income of an employee whose primary role is not that of a juvenile case manager. (f) Administration. The fees shall be administered by or under the direction of the city council. (g) Application. The case manager fee shall be charged and applied only to conduct that occurs on or after April 1, 2014. Sec. 34-24. Collection Fee. (a) Creation; authority. Pursuant to Article 103.0031 of the Texas Code of Criminal Procedure, as it exists or may be amended, there is hereby created a collection fee ("collection fee") in the amount of thirty percent (30%) of debts and accounts receivable such as unpaid fines, fees, court costs, forfeited bonds and restitution ordered paid by the municipal court serving the City or a hearing officer serving the City under Chapter 682 of the Texas Transportation Code, as it exists or may be amended, and amounts in cases in which the accused has failed to appear: (1) As promised under Subchapter A,Chapter 543 of the Transportation Code, as it exists or may be amended, or other law; (2) In compliance with a lawful written notice to appear issued under Article 14.06(b) of the Texas Code of Criminal Procedure, as it exists or may be amended, or other law; (3) In compliance with a lawful summons issued under Article 15.03(b) of the Texas Code of Criminal Procedure, as it exists or may be amended; (4) In compliance with a lawful order of a court serving the City; or (5) As specified in a citation, summons or other notice authorized by Section 682.002 of the Texas Transportation Code, as it exists or may be amended, that charges the accused with a parking or stopping offense. (b) Assessment of fee. The collection fee shall be assessed and collected when such debts, accounts receivable and amounts are more than sixty(60) days Ordinance No.2020-63 Establishing Municipal Court of Record Page 6 3248556 past due and have been referred to an attorney or other vendor for collection. The collection fee is in addition to any other fines, penalties and/or court costs required by city ordinance or state or federal law.A separate collection fee must be paid for each separate conviction to which it applies. Secs. 34-25 —34-40.—Reserved. DIVISION 2.—Judges. Sec. 34-41.Appointment of Jud2e or Judges. The office of judge of the Municipal Court of Record shall be filled by the appointment of the City Council. Sec. 34-42. Duties of Office. The judges of the Municipal Court of Record shall perform the duties as prescribed by the laws of the state,including the power to grant writs of mandamus,attachment and other writs necessary to the enforcement of the jurisdiction of the Municipal Court of Record and may issue writs of habeas corpus in cases in which the offense charged is within the jurisdiction of the Municipal Court of Record. The judges shall take judicial notice of state law and the ordinances and corporate limits of the City. The judges are a magistrate and may issue administrative search warrants. Sec. 34-43. Term of Office; Compensation; Bonding. The judges shall be appointed for a term of office of two years, subject to removal under Section 34-47 below. The judges shall receive such compensation as the City Council shall fix by ordinance or resolution and shall furnish such surety bonds as may be required by the City Council. The premium shall be paid by the City. A judge's salary may not be based directly or indirectly on the amount of fines, fees or costs collected by the Court.A special judge may be appointed through a contract to provide limited services for a defined period, not as a term. Sec. 34-44. Qualifications. Each individual appointed to serve as a judge must: (a) Be a resident of this state; (b) Be a citizen of the United States; (c) Be a licensed attorney in good standing; (d) Have two or more years of experience in the practice of law in this state; and Ordinance No.2020-63 Establishing Municipal Court of Record Page 7 3248556 (e) Have all other qualifications as required by the City Charter or state law. Sec. 34-45. Presiding Judge. (a) If there is more than one judge of the Municipal Court of Record, the City Council shall appoint one of the judges as the presiding judge. (b) The presiding judge shall: (1) Maintain a central docket for cases filed within the territorial limits of the City over which the Municipal Court of Record has jurisdiction; (2) Provide for the distribution of cases from the central docket to the individual municipal judges to equalize the distribution of business in the Court; (3) Request the municipal court clerk to summon jurors needed for cases that are set for trial by jury; (4) Temporarily assign judges or substitute judges to exchange benches and to act for each other in a proceeding pending in a Court, if necessary, for the expeditious disposition of business in the Court; (5) Supervise and control the operation and clerical functions of the administrative department of each Court, including the Court's personnel, during the proceedings of the Court; (6) Establish a court security committee to adopt security policies and procedures for the Municipal Court of Record. The committee may recommend to the City Council the uses of resources and expenditures of money for courthouse security, but may not direct the assignment of those resources or the expenditure of those funds. The committee shall be composed of: (A) The presiding judge, or the presiding judge's designee, who serves as presiding officer of the committee; (B) A representative of the Wylie Police Department; (C) A representative of the City; and (D) Any other person the committee determines necessary to assist the committee; and Ordinance No.2020-63 Establishing Municipal Court of Record Page 8 3248556 (7) Establish local rules of the Court, as necessary. Sec. 34-46.Vacancies. If a vacancy occurs in the office of a judge of the Municipal Court of Record, the City Council shall by ordinance appoint a qualified person to fill the office for the remainder of the unexpired term. The City Council may appoint one or more qualified persons to be available to serve for a judge who is temporarily absent due to illness, family death, continuing legal or judicial education programs, or any other reason. The presiding judge shall select one of the qualified persons appointed by the City Council to serve during the absence of the absent judge. The substitute judge,while serving as a judge,has all the powers and shall discharge all the duties of a judge of the Municipal Court of Record. A substitute judge must meet the qualifications prescribed under Section 34-44. The City Council shall set the compensation for the substitute judge. Sec. 34-47. Removal of Judge. A judge may be removed from office at any time for the reasons stated and consistent with the City Charter and Section 30.000085 of the Texas Government Code, as amended, or for willful or persistent violation of rules promulgated by the Supreme Court of Texas, incompetence in performing the duties of the office, willful violation of the Texas Code of Judicial Conduct or willful or persistent conduct that is clearly inconsistent with the proper performance of his duties or casts public discredit upon the judiciary or administration of justice. Secs. 34-48—34-59.—Reserved. DIVISION 3.—Municipal Court Clerks. Sec. 34-60. Municipal Court Clerk; Powers and Duties. (a) The City Manager shall appoint a clerk of the Municipal Court of Record who shall be known as the "Municipal Court Clerk." The municipal court clerk may make recommendations for the hiring, direction and removal of the personnel authorized in the City's annual budget for the clerk's office, including court support personnel, as may be necessary or appropriate, in accordance with the ordinances, policies and procedures of the City and subject to the final approval of the City Manager. (b) The municipal court clerk or the clerk's deputies shall keep the records of the Municipal Court of Record, issue process and generally perform the duties for the court that a clerk of the county court at law exercising criminal jurisdiction is required by law to perform for that court. The clerk shall perform the duties in accordance with state law and City ordinances. Ordinance No.2020-63 Establishing Municipal Court of Record Page 9 3248556 (c) The municipal court clerk shall further: (1) Prepare and maintain accurate dockets and minutes for each Municipal Court of Record created under this Chapter; (2) Maintain custody of all documents and papers relating to the business of the Municipal Court of Record; (3) Supervise the collection of fines, fees and costs imposed by the Municipal Court of Record; (4) Maintain complaints for all cases for which a complaint is required by law; (5) Supervise the selection of persons for jury service. Trial by jury, including the summoning of jurors, must substantially conform to Chapter 45 of the Texas Code of Criminal Procedure, as amended. (6) Have all other powers and duties assigned to the municipal court clerk by City ordinance, Chapter 30 of the Texas Government Code, as amended, and the Constitution and laws of the State of Texas; (7) Be responsible for the full and proper accounting of all fines, fees and costs collected, and issue a receipt to any person who pays a fine, fee or cost with cash; (8) Preserve the records of the Municipal Court of Record in accordance with all applicable records retention schedules; and (9) Acquire a seal in conformance with state law for the Municipal Court of Record. The appearance and use of the seal must substantially conform to Article 45.012 of the Texas Code of Criminal Procedure, as amended, but must also include the phrase "Municipal Court of/in Wylie, Texas". Secs. 34-61 —34-69.—Reserved. DIVISION 4.—Court Reporters. Sec. 34-70. Court Reporter; Position Created. The City Manager may appoint a court reporter to preserve a record in cases tried before the Municipal Court. The court reporter must meet the qualifications provided by law for official court reporters.The court reporter shall be compensated by the municipality in the manner determined by the City Manager. The court reporter or court staff may use written notes,transcribing equipment,video or audio Ordinance No.2020-63 Establishing Municipal Court of Record Page 10 3248556 recording equipment or a combination of those methods to record the proceedings of the court. The court reporter or court staff is not required to record testimony in any case unless the judge or one of the parties requires a record in writing and files the written request with the court before trial. If a record is made, it shall be kept for the 20-day period beginning the day after the last day of the court proceeding, trial or denial of motion for new trial, whichever occurs last, or as otherwise required by state law. The court reporter is not required to be present during proceedings of the Municipal Court of Record provided that proceedings which are required to be recorded are recorded by a good quality electronic recording device. If a case is appealed, the proceedings shall be transcribed from the recording by an official court reporter. Secs. 34-71 —34-79.—Reserved. DIVISION 5.—Prosecution and Appeals. Sec. 34-80. Prosecution. Prosecutions in the municipal court of record shall be conducted by the City Attorney or his/her designee as provided in the City Charter and Article 45.201 of the Texas Code of Criminal Procedure, as amended. Sec. 34-81.Appeals. (a)__ In the event of an appeal,the appellant shall pay a transcript preparation fee in the amount of$25. The transcript preparation fee does not include the fee for an actual transcript of the proceedings. The clerk shall note the payment of the fee on the docket of the court. If the case is reversed on appeal, the fee shall be refunded to the appellant. In addition to the transcript preparation fee, the fee for the actual transcript of the proceedings and statement of facts must be paid by the appellant. (b) A defendant has the right of appeal from a judgment or conviction in the Municipal Court of Record and the State has the right to appeal as provided by Article 44.01 of the Texas Code of Criminal Procedure, as amended. Such appeals shall be in accordance with and conform to Chapter 30 of the Texas Government Code, as amended. Secs. 34-82—34-99.—Reserved." SECTION 3. Amendment to Section XII (Municipal Court Fees) of Appendix C (Wylie Comprehensive Fee Schedule) of the Code of Ordinances. Section XII (Municipal Court Fees) of Appendix C (Wylie Comprehensive Fee Schedule) of the Code of Ordinances is hereby amended to read as follows: "XII. Municipal Court Fees Ordinance No.2020-63 Establishing Municipal Court of Record Page 11 3248556 B. Municipal Court Technology Fund 4.00 EE. Case Manager 5.00 ff SECTION 4. Penalty. Any person, firm, corporation or entity violating this Ordinance shall be deemed guilty of a misdemeanor and on conviction thereof shall be fined a sum not exceeding two thousand dollars ($2,000.00) if the violation relates to the public health and sanitation, otherwise the fine shall be a sum not exceeding five hundred dollars ($500.00). Each continuing day's violation shall constitute a separate offense. The penal provisions imposed under this Ordinance shall not preclude the City from filing suit to enjoin the violation. Wylie retains all legal rights and remedies available to it pursuant to local, state and federal law. SECTION 5. Savings/Repealing. All provisions of the Code of Ordinances shall remain in full force and effect, save and except as amended by this or any other ordinance. All provisions of any ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict; but such repeal shall not abate any pending prosecution for violation of the repealed ordinance, nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the ordinance. Any remaining portions of said ordinances shall remain in full force and effect. SECTION 6. Severability. Should any section, subsection, sentence, clause or phrase of this Ordinance be declared unconstitutional or invalid by a court of competent jurisdiction, it is expressly provided that any and all remaining portions of this Ordinance shall remain in full force and effect. The City Council hereby declares that it would have passed this Ordinance, and each section, subsection, clause or phrase thereof irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional or invalid. SECTION 7.Effective Date; Publication. This Ordinance shall become effective from and after January 1, 2021. The caption of this Ordinance shall be published as required by the City Charter and by law. [The remainder of this page intentionally left blank.] Ordinance No.2020-63 Establishing Municipal Court of Record Page 12 3248556 DULY PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on this 8th day of December, 2020. Matthew Porter, Mayor ATTESTED AND CORRECTLY RECORDED: Stephanie Storm, City Secretary Date of Publication:December 16,2020 in the Wylie News Ordinance No.2020-63 Establishing Municipal Court of Record Page 13 3248556 IAI vrf Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8, 2020 Item Number: H Department: WEDC (City Secretary's Use Only) Prepared By: Jason Greiner Account Code: Date Prepared: November 19,2020 Exhibits: 1 Subject Consider, and place on file, the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of October 31,2020. Recommendation Motion to approve the monthly Revenue and Expenditure Report for the Wylie Economic Development Corporation as of October 31,2020. Discussion The Wylie Economic Development Corporation (WEDC) Board of Directors approved the attached financials on November 19,2020. Page 1 of 1 Wylie Economic Development Corporation MONTHLY FINANCIAL REPORT October 31,2020 ANNUAL CURRENT PRIOR YEAR PO YTD BUDGET YTD ACTUAL %OF BUDGET BUDGET MONTH ADJUST. ENCUMBRANCE BALANCE ACCOUNT DESCRIPTION FY 2020-2021 FY 2020-2021 FY 2020-2021 FY 2020-2021 REVENUE SUMMARY CLAIM ON CASH/Bal Sheet $ 1,407,509.00 $ 1,808,483.15 SALES TAX $ 2,968,437.00 $ - $ - $ - $ - $ 2,968,437.00 0.00% A ALLOCATED INTEREST EARNINGS $ 6,000.00 $ - $ - $ - $ - $ 6,000.00 0.00% RENTAL INCOME $ 153,240.00 $ 6,585.00 $ - $ 6,585.00 $ - $ 146,655.00 4.30% GAIN/LOSS-SALE OF PROPERTY $ 164,500.00 $ - $ - $ - $ - $ 164,500.00 0.00% BANK NOTE PROCEEDS $ - $ - $ - $ - $ - $ - 0.00% REVENUES $3,292,177.00 $ 6,585.00 $ - $ 6,585.00 $ - $ 3,285,592.00 0.20% EXPENDITURE SUMMARY PERSONNEL $ 336,516.00 $ 16,765.29 $ - $ 16,765.29 $ - $ 319,750.71 4.98% OPERATING EXPENSES $ 55,039.00 $ 4,637.97 $ - $ 4,637.97 $ 557.97 $ 49,843.06 9.44% B INCENTIVES $ 1,130,310.00 $ - $ - $ - $ - $ 1,130,310.00 0.00% SPECIAL SERVICES $ 90,145.00 $ 963.10 $ - $ 963.10 $ 1,203.56 $ 87,978.34 2.40% ADVERTISING $ 114,100.00 $ - $ - $ - $ 6,408.00 $ 107,692.00 5.62% COMMUNITY DEVELOPMENT $ 44,550.00 $ - $ - $ - $ - $ 44,550.00 0.00% TRAVEL&TRAINING $ 62,600.00 $ - $ - $ - $ - $ 62,600.00 0.00% DUES&SUBSCRIPTIONS $ 30,018.00 $ 5,755.13 $ - $ 5,755.13 $ - $ 24,262.87 19.17% AUDIT&LEGAL $ 33,000.00 $ - $ - $ - $ 3,168.00 $ 29,832.00 9.60% ENGINEERING&ARCHITECTURAL $ 87,500.00 $ - $ - $ - $ - $ 87,500.00 0.00% DEBT SERVICE $ 541,878.00 $ 50,278.84 $ - $ 50,278.84 $ - $ 491,599.16 9.28% LAND $ - $ - $ - $ - $ - $ - 0.00% INFRASTRUCTURE PROJECTS $ 1,005,000.00 $ - $ - $ - $ - $ 1,005,000.00 0.00% FURNITURE&FIXTURES $ 2,500.00 $ - $ - $ - $ - $ 2,500.00 0.00% CONTRA CAPITAL $ - $ - $ - $ - $ - $ - 0.00% TOTAL EXPENDITURES $3,533,156.00 $ 78,400.33 $ - $ 78,400.33 $ 11,337.53 $ 3,443,418.14 2.54% REV OVER/(UNDER) EXPEN $ (240,979.00) $ (71,815.33) $ - $ (71,815.33) $ (11,337.53) $ (157,826.14) A. SLSTX Rev earned in July,allocated in Sept.,was$249,357.02,an increase of 10.89%over the same period in 2019. Sales Tax received for 11 months of FY due to 2 month accrual to prior FY. B.Operating Expenses include Supplies,Maint Materials,Rental,Communication,Insurance and Utilities. Wylie Economic Development Corporation Statement of Net Position As of October 31, 2020 Assets Cash and cash equivalents $ 1,803,569.16 Receivables $ 68,600.00 Note 1 Inventories $ 12,088,145.50 Prepaid Items $ - Total Assets $ 13,960,314.66 Deferred Outflows of Resources Pensions $ 134,955.55 Total deferred outflows of resources $ 134,955.55 $ 14,095,270.21 Liabilities Accounts Payable and other current liabilities $ 7,569.80 Unearned Revenue $ 40,200.00 Note 2 Non current liabilities: Due within one year $ 407,652.76 Note 3 Due in more than one year $ 5,107,130.44 Total Liabilities $ 5,562,553.00 Deferred Inflows of Resources Pensions $ (1,490.41) Total deferred inflows of resources $ (1,490.41) Net Position Net investment in capital assets $ - Unrestricted $ 8,534,207.62 Total Net Position $ 8,534,207.62 $ 14,095,270.21 Note 1: Includes incentives in the form of forgivable loans for$70,000 Note 2: Exco amortization;deposits from rental property Note 3: Liabilities due within one year includes compensated absences of$93,673 11-11-2020 09:46 AM CITY OF WYLIE PAGE: 1 BALANCE SHEET AS OF: OCTOBER 31ST, 2020 111-WYLIE ECONOMIC DEVEL CORP ACCOUNT# TITLE ASSETS 1000-10110 CLAIM ON CASH AND CASH EQUIV. 1,808,483.15 1000-10115 CASH - WEDC - INWOOD 0.00 1000-10135 ESCROW 0.00 1000-10180 DEPOSITS 2,000.00 1000-10198 OTHER - MISC CLEARING 0.00 1000-10341 TEXPOOL 0.00 1000-10343 LOGIC 0.00 1000-10481 INTEREST RECEIVABLE 0.00 1000-11511 ACCTS REC - MISC ( 9,585.00) 1000-11517 ACCTS REC - SALES TAX 0.00 1000-12810 LEASE PAYMENTS RECEIVABLE 0.00 1000-12950 LOAN PROCEEDS RECEIVABLE 0.00 1000-12996 LOAN RECEIVABLE 0.00 1000-12997 ACCTS REC - JTM TECH 0.00 1000-12998 ACCTS REC - FORGIVEABLE LOANS 70,000.00 1000-14112 INVENTORY - MATERIAL/ SUPPLY 0.00 1000-14116 INVENTORY - LAND & BUILDINGS 12,088,145.50 1000-14118 INVENTORY - BAYCO/ SANDEN BLVD 0.00 1000-14310 PREPAID EXPENSES - MISC 0.00 1000-14410 DEFERRED OUTFLOWS 831,600.00 14,790,643.65 TOTAL ASSETS 14,790,643.65 LIABILITIES 2000-20110 FEDERAL INCOME TAX PAYABLE 0.00 2000-20111 MEDICARE PAYABLE 0.00 2000-20112 CHILD SUPPORT PAYABLE 0.00 2000-20113 CREDIT UNION PAYABLE 0.00 2000-20114 IRS LEVY PAYABLE 0.00 2000-20115 NATIONWIDE DEFERRED COMP 0.00 2000-20116 HEALTH INSUR PAY-EMPLOYEE ( 21.00) 2000-20117 TMRS PAYABLE 0.00 2000-20118 ROTH IRA PAYABLE 0.00 2000-20119 WORKERS COMP PAYABLE 0.00 2000-20120 FICA PAYABLE 0.00 2000-20121 TEC PAYABLE 0.00 2000-20122 STUDENT LOAN LEVY PAYABLE 0.00 2000-20123 ALIMONY PAYABLE 0.00 2000-20124 BANKRUPTCY PAYABLE 0.00 2000-20125 VALIC DEFERRED COMP 0.00 2000-20126 ICMA PAYABLE 0.00 2000-20127 EMP. LEGAL SERVICES PAYABLE 0.00 2000-20130 FLEXIBLE SPENDING ACCOUNT 7,633.18 2000-20131 EDWARD JONES DEFERRED COMP 0.00 2000-20132 EMP CARE FLITE 12.00 2000-20151 ACCRUED WAGES PAYABLE 0.00 2000-20180 ADDIT EMPLOYEE INSUR PAY 48.00 2000-20199 MISC PAYROLL PAYABLE 0.00 11-11-2020 09:46 AM CITY OF WYLIE PAGE: 2 BALANCE SHEET AS OF: OCTOBER 31ST, 2020 111-WYLIE ECONOMIC DEVEL CORP ACCOUNT# TITLE 2000-20201 AP PENDING 4,083.47 2000-20210 ACCOUNTS PAYABLE 1,039.07 2000-20530 PROPERTY TAXES PAYABLE 0.00 2000-20540 NOTES PAYABLE 831,600.00 2000-20810 DUE TO GENERAL FUND 0.00 2000-22270 DEFERRED INFLOW 39,000.00 2000-22275 DEF INFLOW - LEASE PRINCIPAL 0.00 2000-22280 DEFERRED INFLOW - LEASE INT 0.00 2000-22915 RENTAL DEPOSITS 1,200.00 TOTAL LIABILITIES 884,594.72 EQUITY 3000-34110 FUND BALANCE - RESERVED 0.00 3000-34590 FUND BALANCE-UNRESERV/UNDESIG 13,945,225.31 TOTAL BEGINNING EQUITY 13,945,225.31 TOTAL REVENUE 6,585.00 TOTAL EXPENSES 45,761.38 REVENUE OVER/(UNDER) EXPENSES ( 39,176.38) TOTAL EQUITY & OVER/(UNDER) 13,906,048.93 TOTAL LIABILITIES, EQUITY & OVER/(UNDER) 14,790,643.65 11-11-2020 09:46 AM CITY OF WYLIE PAGE: 1 BALANCE SHEET AS OF: OCTOBER 31ST, 2020 922-GEN LONG TERM DEBT (WEDC) ACCOUNT# TITLE ASSETS 1000-10312 GOVERNMENT NOTES 0.00 1000-18110 LOAN - WEDC 0.00 1000-18120 LOAN - BIRMINGHAM 0.00 1000-18210 AMOUNT TO BE PROVIDED 0.00 1000-18220 BIRMINGHAM LOAN 0.00 1000-19050 DEF OUTFLOW TMRS CONTRIBUTIONS 37,244.29 1000-19051 DEF OUTFLOW SDBF CONTRIBUTIONS 472.00 1000-19075 DEF OUTFLOW - INVESTMENT EXP 37,954.48 1000-19100 DEF OUTFLOW - ACT EXP/ASSUMP 59,284.78 1000-19125 (GAIN)/LOSS ON ASSUMPTION CHG( 725.41) 1000-19126 DEF INFLOW SDBF CONTRIBUTIONS( 765.00) 133,465.14 TOTAL ASSETS 133,465.14 LIABILITIES 2000-20310 COMPENSATED ABSENCES PAYABLE ( 72,945.16) 2000-20311 COMP ABSENCES PAYABLE-CURRENT 93,673.00 2000-21410 ACCRUED INTEREST PAYABLE 11,478.21 2000-28205 WEDC LOANS/CURRENT ( 32,810.68) 2000-28220 BIRMINGHAM LOAN 0.00 2000-28230 INWOOD LOAN 0.00 2000-28232 ANB LOAN/EDGE 0.00 2000-28233 ANB LOAN/PEDDICORD WHITE 0.00 2000-28234 ANB LOAN/RANDACK HUGHES 0.00 2000-28235 ANB LOAN 0.00 2000-28236 ANB CONSTRUCTION LOAN 0.00 2000-28237 ANB LOAN/ WOODBRIDGE PARKWAY 96,900.47 2000-28238 ANB LOAN/BUCHANAN 0.00 2000-28239 ANB LOAN/JONES:HOBART PAYOFF 0.00 2000-28240 HUGHES LOAN 0.00 2000-28242 ANB LOAN/HWY 78:5TH ST REDEV 4,095,819.31 2000-28245 ANB LOAN/DALLAS WHIRLPOOL 853,096.83 2000-28247 JARRARD LOAN 202,935.09 2000-28250 CITY OF WYLIE LOAN 0.00 2000-28260 PRIME KUTS LOAN 0.00 2000-28270 BOWLAND/ANDERSON LOAN 0.00 2000-28280 CAPITAL ONE CAZAD LOAN 0.00 2000-28290 HOBART/COMMERCE LOAN 0.00 2000-29150 NET PENSION LIABILITY 262,947.17 2000-29151 SDBF LIABILITY 6,364.00 TOTAL LIABILITIES 5,517,458.24 11-11-2020 09:46 AM CITY OF WYLIE PAGE: 2 BALANCE SHEET AS OF: OCTOBER 31ST, 2020 922-GEN LONG TERM DEBT (WEDC) ACCOUNT# TITLE EQUITY 3000-34590 FUND BALANCE-UNRESERV/UNDESIG( 5,296,539.78) 3000-35900 UNRESTRICTED NET POSITION ( 120,264.00) TOTAL BEGINNING EQUITY ( 5,416,803.78) TOTAL REVENUE 0.00 TOTAL EXPENSES ( 32,810.68) REVENUE OVER/(UNDER) EXPENSES 32,810.68 TOTAL EQUITY & OVER/(UNDER) ( 5,383,993.10) TOTAL LIABILITIES, EQUITY & OVER/(UNDER) 133,465.14 Wylie Economic Development Corporation SALES TAX REPORT October 31, 2020 BUDGETED YEAR DIFF % DIFF I MONTH FY 2017 FY 2018 FY 2019 FY 2020 19 vs. 20 19 vs. 20 DECEMBER $ 197,807.79 $ 184,848.59 $ 214,867.15 $ 226,663.94 $ 11,796.79 5.49% JANUARY $ 196,347.26 $ 191,895.71 $ 223,749.61 $ 218,520.22 $ (5,229.39) -2.34% 1 FEBRUARY $ 276,697.76 $ 275,667.83 $ 307,366.66 $ 362,129.18 $ 54,762.52 17.82% MARCH $ 191,647.73 $ 182,852.50 $ 208,222.32 $ 228,091.34 $ 19,869.03 9.54% APRIL $ 168,844.20 $ 163,484.89 $ 182,499.53 $ 203,895.57 $ 21,396.05 11.72% MAY $ 244,816.19 $ 203,707.17 $ 274,299.18 $ 289,224.35 $ 14,925.18 5.44% JUNE $ 191,732.46 $ 199,412.29 $ 234,173.88 $ 239,340.35 $ 5,166.47 2.21% JULY $ 223,570.59 $ 213,976.64 $ 215,107.94 $ 296,954.00 $ 81,846.06 38.05% AUGUST $ 261,573.00 $ 249,589.63 $ 283,602.93 $ 325,104.34 $ 41,501.40 14.63% SEPTEMBER $ 210,974.00 $ 213,425.79 $ 243,048.40 $ 259,257.89 $ 16,209.49 6.67% OCTOBER $ 195,549.11 $ 210,701.71 $ 224,875.38 $ 249,357.02 $ 24,481.65 10.89% NOVEMBER $ 267,816.13 $ 273,196.62 $ 308,324.41 $ - $ - $ - Sub-Total $ 2,627,376.22 $ 2,562,759.35 $ 2,920,137.37 $ 2,898,538.21 $ 286,725.24 10.92% Total $ 2,627,376.22 $ 2,562,759.35 $ 2,920,137.37 $ 2,898,538.21 $ 286,725.24 10.92% WEDC Sales Tax Analysis I $400,000 $350,000 $300,000 $250,000 $200,000 2019 $150,000 ■2020 $100,000 $50,000 $0 t SA ato r s` eo ca t t QQ S �a�o� �aa �� fa a J� e? o� . e , Qe �e �o IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: I Department: Finance (City Secretary's Use Only) Prepared By: Melissa Beard Account Code: Revenue and Expenditure Date Prepared: December 1,2020 Exhibits: Monthly Report Subject Consider, and place on file,the City of Wylie Monthly Revenue and Expenditure Report for October 31,2020. Recommendation Motion to accept, and place on file,the City of Wylie Monthly Revenue and Expenditure Report for October 31,2020. Discussion The Finance Department has prepared the attached reports for the City Council as required by the City Charter. Page 1 of 1 CITY OF WYLIE MONTHLY FINANCIAL REPORT October 31,2020 ANNUAL CURRENT YTD ACTUAL Benchmark BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 8.33% ACCOUNT DESCRIPTION 2020-2021 2020-2021 2020-2021 OF BUDGET GENERAL FUND REVENUE SUMMARY TAXES 32,899,113 433,552 433,552 1.32% A FRANCHISE FEES 2,840,000 0 0 0.00% B LICENSES AND PERMITS 916,852 76,172 76,172 8.31% INTERGOVERNMENTAL REV. 2,044,915 3,460 3,460 0.17% C SERVICE FEES 3,872,224 20,759 20,759 0.54% D FINES AND FORFEITURES 331,450 15,376 15,376 4.64% E INTEREST INCOME 25,000 915 915 3.66% F MISCELLANEOUS INCOME 177,500 10,509 10,509 5.92% OTHER FINANCING SOURCES 2,416,161 2,416,161 2,416,161 100.00% G REVENUES 45,523,215 2,976,904 2,976,904 6.54% USE OF FUND BALANCE 0 0 0 0.00% USE OF CARRY-FORWARD FUNDS 1,015,111 NA NA NA H TOTAL REVENUES 46,538,326 2,976,904 2,976,904 6.40% GENERAL FUND EXPENDITURE SUMMARY CITY COUNCIL 95,507 2,362 2,362 2.47% CITY MANAGER 1,193,854 52,730 52,730 4.42% CITY SECRETARY 420,655 38,252 38,252 9.09% CITY ATTORNEY 170,000 0 0 0.00% FINANCE 1,230,039 45,304 45,304 3.68% FACILITIES 896,184 16,963 16,963 1.89% MUNICIPAL COURT 543,881 18,581 18,581 3.42% HUMAN RESOURCES 714,812 28,044 28,044 3.92% PURCHASING 203,552 8,961 8,961 4.40% INFORMATION TECHNOLOGY 2,004,234 143,165 143,165 7.14% POLICE 11,203,765 530,406 530,406 4.73% FIRE 9,498,390 429,594 429,594 4.52% EMERGENCY COMMUNICATIONS 2,009,604 88,500 88,500 4.40% ANIMAL CONTROL 614,738 19,566 19,566 3.18% PLANNING 322,362 14,874 14,874 4.61% BUILDING INSPECTION 595,423 28,644 28,644 4.81% CODE ENFORCEMENT 255,857 10,891 10,891 4.26% STREETS 4,466,149 97,406 97,406 2.18% PARKS 2,580,143 80,374 80,374 3.12% LIBRARY 2,106,912 79,731 79,731 3.78% COMBINED SERVICES 5,412,265 255,309 255,309 4.72% TOTAL EXPENDITURES 46,538,326 1,989,656 1,989,656 4.28% REVENUES OVER/(UNDER)EXPENDITURES 0 987,247 987,247 2.12% A.Property Tax Collections for FY20-21 as of October 31,2020 are 1.61%,in comparison to FY19-20 for the same time period of over 1.88%. Sales tax is on a 2 month lag and has not been received yet. B.Franchise Fees:The majority of franchise fees are recognized in the third and fourth quarter with electric fees making up the majority. C.Intergovernmental Rev: The majority of intergovernmental revenues come from WISD reimbursements and Fire Services which are billed quarterly. D.Service Fees:Trash fees billed in October are applicable towards FY 2019-20 revenue with the remaining fees coming from other seasonal fees. E. Fines and Forfeitures are down 17%from October 2020 which is a continuation of the decreasing trend in fines. F. The Interest rate has gone from.20%in July 2020 when budget was prepared to.1241%for October 2020. G.Yearly transfer from Utility Fund. H.Largest Carry Forward items: Energov Software$225,450,Rowlett Creek Dam Improvements$110,000.Stone Road Rehap Project$300,000 CITY OF WYLIE MONTHLY FINANCIAL REPORT October 31,2020 ANNUAL CURRENT YTD ACTUAL Benchmark BUDGET MONTH ACTUAL YTD ACTUAL AS A PERCENT 8.33% ACCOUNT DESCRIPTION 2020-2021 2020-2021 2020-2021 OF BUDGET UTILITY FUND REVENUES SUMMARY SERVICE FEES 23,921,619 48,589 48,589 0.20% INTEREST INCOME 18,000 624 624 3.47% MISCELLANEOUS INCOME 33,000 1,740 1,740 5.27% OTHER FINANCING SOURCES 0 0 0 0.00% REVENUES 23,972,619 50,953 50,953 0.21% USE OF FUND BALANCE 0 NA 0 0 USE OF CARRY-FORWARD FUNDS 1,040,244 NA NA NA J TOTAL REVENUES 25,012,863 NA 50,953 0.20% UTILITY FUND EXPENDITURE SUMMARY UTILITY ADMINISTRATION 1,284,418 56,668 56,668 4.41% UTILITIES-WATER 4,562,713 61,875 61,875 1.36% UTILITIES-SEWER 1,306,632 62,689 62,689 4.80% UTILITY BILLING 1,170,356 46,332 46,332 3.96% COMBINED SERVICES 15,460,544 3,319,330 3,319,330 21.47% K TOTAL EXPENDITURES 23,784,663 3,546,894 3,546,894 14.91% REVENUES OVER/(UNDER)EXPENDITURES 1,228,200 -3,495,941 -3,495,942 -14.71% I.Most Utility Fund Revenue billed in October was applicable to FY 2019-20. J.Largest Carry Forward items: Energov Software$150,300,Pump Station Backup Generators$601.370,WW Treatment Plant Decommissioning Design$100,000 K.Annual transfer to the General Fund of$2.4 million. Other expenses are payments to NTMWD for water minimum and sewer treatment. IAI fN Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: J Department: Finance (City Secretary's Use Only) Prepared By: Melissa Beard Account Code: Date Prepared: December 1,2020 Exhibits: Monthly Investment Report Subject Consider,and place on file,the City of Wylie Monthly Investment Report for October 31,2020. Recommendation Motion to accept and place on file,the City of Wylie Monthly Investment Report for October 31,2020. Discussion The Finance Department has prepared the attached reports for the City Council as required by the City Charter. Page 1 of 1 City Of Wylie 2020-2021 Investment Report October 31,2020 Money Market Accounts: MMA Certificates of Deposit: CCD Treasury Bills: T-Bills Treasury Notes: T-Notes Government Agency Notes: AN Invest. Principal Type Of Interest Purchase Maturity Number Amount Security Rate Issuer Date Date 1 $15,395,153.78 MMA 0.1335% Texpool 12/31/2006 NA 2 $15,943,790.93 MMA 0.1150% TexStar 3/15/2011 NA $31,338,944.71 Total Weighted Average Coupon: 0.1241% Money Markets: $31,338.944.71 Weighted Average Maturity(Days): , 1.00 Certificates of Deposits: $0.00 $31,338,944.71 Weighted Average Coupon 3 00% 2.00% 1.00% 0 00% Oct 2019 Nov 2019 Dec 2019 Jan 2020 Feb 2020 March 2020 April 2020 May 2020 Jun 2020 Jul 2020 Aug 2020 Sep 2020 Oct 2020 Fin nce Director/Investment Officer IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: K Department: City Manager (City Secretary's Use Only) Prepared By: City Secretary Account Code: Date Prepared: November 30,2020 Exhibits: Resolution Subject Consider,and act upon,Resolution No. 2020-62(R) of the City of Wylie,Texas Suspending the January 23,2021 effective date of CoSery Gas,Ltd.'S requested increase to permit the City time to study the request and to establish reasonable rates; approving cooperation with other cities in the CoSery Gas,Ltd.service area;hiring legal and consulting services to negotiate with the company and direct any necessary litigation and appeals; authorizing intervention in Docket OS-20-00005136 at the Railroad Commission; requiring reimbursement of cities' rate case expenses; finding that the meeting at which this Resolution is passed is open to the public as required by law; requiring notice of this Resolution to the company and legal counsel. Recommendation Motion to approve Resolution No. 2020-62(R)of the City of Wylie,Texas Suspending the January 23,2021 effective date of CoSery Gas, Ltd.'S requested increase to peiiiiit the City time to study the request and to establish reasonable rates; approving cooperation with other cities in the CoSery Gas,Ltd.service area;hiring legal and consulting services to negotiate with the company and direct any necessary litigation and appeals; authorizing intervention in Docket OS-20-00005136 at the Railroad Commission; requiring reimbursement of cities' rate case expenses; finding that the meeting at which this Resolution is passed is open to the public as required by law; requiring notice of this Resolution to the company and legal counsel. Discussion On November 13,2020, CoSery Gas,Ltd. ("CoServ"or"Company"),pursuant to Subchapter C of Chapter 104 of the Gas Utility Regulatory Act, filed its Statement of Intent to change gas rates at the Railroad Commission of Texas("RRC") and in all municipalities exercising original jurisdiction within its service area, effective January 23,2021. CoSery is seeking to increase its gas rates on a system-wide basis by $9.6 million per year, and by $8,113,409 in the incorporated areas. This equates to an increase of 11.6% on total revenues, or 29.0% increase in base rates for the incorporated areas. CoSery is also requesting: (1) Commission approval of depreciation rates for distribution and general plant; (2) a prudence determination for capital investment; (3) a finding that the approvals of the administrative orders by the Gas Services Division of the Commission based on the Accounting Order in Gas Utilities Docket No. 10695 are reasonable and accurate; and(4) a surcharge on customer bills to recover the reasonable rate case expenses associated with the filing of this statement of intent. Page 1 of 1 Page 2 of 2 The resolution suspends the January 23, 2021 effective date of the Company's rate increase for the maximum period permitted by law to allow the City, working in conjunction with other similarly situated cities with original jurisdiction served by CoServ,to evaluate the filing,to determine whether the filing complies with the law, and if lawful,to determine what further strategy, including settlement,to pursue. The law provides that a rate request made by cannot become effective until at least 35 days following the filing of the application to change rates. The law permits the City to suspend the rate change for 90 days after the date the rate change would otherwise be effective. If the City fails to take some action regarding the filing before the effective date, CoServ's rate request is deemed approved. Explanation of`Be It Resolved" Sections: Section 1. The City is authorized to suspend the rate change for 90 days after the date that the rate change would otherwise be effective for any legitimate purpose. Time to study and investigate the application is always a legitimate purpose. Please note that the resolution refers to the suspension period as "the maximum period allowed by law" rather than ending by a specific date. This is because the Company controls the effective date and can extend the deadline for final city action to increase the time that the City retains jurisdiction if necessary to reach settlement on the case. If the suspension period is not otherwise extended by the Company, the City must take final action on CoServ's request to increase rates by January 23,2021. Section 2. This provision authorizes the City to participate in a coalition of cities served by CoSery in order to more efficiently represent the interests of the City and their citizens. Section 3. This section authorizes the hiring of attorney Thomas Brocato and the law firm of Lloyd Gosselink to represent the City in the matters related to CoServ's application to increase its rates. Section 4. This section authorizes the City's intervention in CoServ's application for approval to increase its rates before the Railroad Commission in Docket No. OS-20-00005136. Section 5. The Company will reimburse the cities for their reasonable rate case expenses. Legal counsel and consultants approved by the coalition of cities will submit monthly invoices that will be forwarded to CoSery for reimbursement. No individual city incurs liability for payment of rate case expenses by adopting a suspension resolution. Section 6. This section merely recites that the resolution was passed at a meeting that was open to the public and that the consideration of the Resolution was properly noticed. Section 7. This section provides that both CoServ's counsel and counsel for the cities will be notified of the City's action by sending a copy of the approved and signed resolution to certain designated individuals. RESOLUTION NO. 2020-62(R) A RESOLUTION OF THE CITY OF WYLIE, TEXAS SUSPENDING THE JANUARY 23, 2021 EFFECTIVE DATE OF COSERV GAS, LTD.'S REQUESTED INCREASE TO PERMIT THE CITY TIME TO STUDY THE REQUEST AND TO ESTABLISH REASONABLE RATES; APPROVING COOPERATION WITH OTHER CITIES IN THE COSERV GAS, LTD. SERVICE AREA; HIRING LEGAL AND CONSULTING SERVICES TO NEGOTIATE WITH THE COMPANY AND DIRECT ANY NECESSARY LITIGATION AND APPEALS; AUTHORIZING INTERVENTION IN DOCKET OS-20-00005136 AT THE RAILROAD COMMISSION; REQUIRING REIMBURSEMENT OF CITIES' RATE CASE EXPENSES; FINDING THAT THE MEETING AT WHICH THIS RESOLUTION IS PASSED IS OPEN TO THE PUBLIC AS REQUIRED BY LAW; REQUIRING NOTICE OF THIS RESOLUTION TO THE COMPANY AND LEGAL COUNSEL WHEREAS, on or about November 13, 2020, CoSery Gas, Ltd. ("CoServ" or "Company"), pursuant to Gas Utility Regulatory Act § 104.102, filed with the City of Wylie ("City") a Statement of Intent to change gas rates in all municipalities exercising original jurisdiction within the Company's service area, effective January 23, 2021; and WHEREAS, the City is a gas customer of CoSery and a regulatory authority with exclusive original jurisdiction over the rates and charges of CoSery within the City; and WHEREAS, it is reasonable for the City of Wylie to cooperate with other similarly situated cities in conducting a review of the Company's application and to hire and direct legal counsel and consultants and to prepare a common response and to negotiate with the Company and direct any necessary litigation; and WHEREAS, the Gas Utility Regulatory Act § 104.107 grants local regulatory authorities the right to suspend the effective date of proposed rate changes for ninety(90) days; and WHEREAS, CoSery has filed an application with the Railroad Commission, Docket No. OS-20-00005136 that could become the docket into which appeals of city action on the CoSery filing are consolidated; and WHEREAS, the Gas Utility Regulatory Act § 103.022 provides that costs incurred by Cities in ratemaking activities are to be reimbursed by the regulated utility. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: Resolution No.2020-62(R)CoSery Gas Suspension 7983776 SECTION 1. That the January 23, 2021, effective date of the rate request submitted by CoSery on or about November 13, 2020,be suspended for the maximum period allowed by law to permit adequate time to review the proposed changes and to establish reasonable rates. SECTION 2. That the City is authorized to cooperate with other cities in the CoSery service area to hire and direct legal counsel and consultants, negotiate with the Company, make recommendations to the City regarding reasonable rates and to direct any necessary administrative proceedings or court litigation associated with an appeal of a rate ordinance and the rate case filed with the City or Railroad Commission. SECTION 3. That, subject to the right to terminate employment at any time, the City of Wylie hereby authorizes the hiring of Thomas Brocato of the law firm of Lloyd Gosselink Rochelle &Townsend, P.C., and consultants to represent the City in all matters associated with the CoSery application to increase rates and appeals thereof. SECTION 4. That intervention in Railroad Commission Docket No. OS-20-00005136 is authorized. SECTION 5. That the City's reasonable rate case expenses shall be reimbursed by CoServ. SECTION 6. That it is hereby officially found and determined that the meeting at which this Resolution is passed is open to the public as required by law and the public notice of the time, place, and purpose of said meeting was given as required. SECTION 7. A copy of this Resolution shall be sent to CoServ, care of Charles Harrell, CoSery Gas, Ltd. 7701 South Stemmons Freeway, Corinth, Texas 76210(CHarrell@coserv.com), and to Thomas Brocato at Lloyd Gosselink Rochelle & Townsend, P.C., 816 Congress Avenue, Suite 1900, Austin, Texas 78701 (tbrocato@lglawfirm.com). PASSED AND APPROVED this 8th day of December, 2020. Matthew Porter, Mayor ATTEST: Stephanie Storm, City Secretary Resolution No.2020-62(R)CoSery Gas Suspension 7983776 IAI vrf Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8, 2020 Item Number: L 100-5155-54810/ 140-5140- Department: Purchasing Account Code: 52070 Prepared By: Glenna Hayes Budgeted Amount: $28,843.70 / $25,735.41 Date Prepared: December 3, 2020 Exhibits: Subject Consider,and act upon,the approval of W2021-29-I for the purchase of Laserfiche Rio document handling software and annual maintenance from MCCI in the amount of$54,579.11 through a cooperative purchasing contract with the Texas Association of School Boards/Buy Board, and authorizing the City Manager to execute any necessary documents. Recommendation A motion to approve W2021-29-I for the purchase of Laserfiche Rio document handling software and annual maintenance from MCCI in the amount of$54,579.11 through a cooperative purchasing contract with the Texas Association of School Boards/Buy Board,and authorizing the City Manager to execute any necessary documents. Discussion Due to COVID-19, the City departments are looking to Laserfiche capabilities to automate workflow processes. Each process has its own unique users and security requirements, requiring additional licenses and repositories to ensure the levels of security required for specific record types. The City currently utilizes Laserfiche Avante, and staff is recommending the upgrade to Laserfiche Rio. This upgrade will accommodate the license, security requirements, and additional repositories needed to handle the City's increasing needs in a more cost-effective manner. The upgrade gives the City 100 total licenses, provides deeper discounts on addition of new licenses,and provides a dedicated customer support team who can also provide additional form building and workflow development support to the City Secretary's office. Funding for the upgrade is requested from CARES COVID-19 funding in the amount of $25,735.41 and annual maintenance from FY 2020-2021 approved budget funds in the amount of$28,843.70. The City is authorized to purchase from a cooperative purchasing program with another local government or a local cooperative organization pursuant to Chapter 791 of the Texas Government Code and Section 271 Subchapter F of the Local Government Code;and by doing so satisfies any State Law requiring local governments to seek competitive bids for items. Buy Board #625-20/Wylie #W2021-29-I. Page 1 of 1 IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: 1 Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 2 Subject Hold a Public Hearing to consider,and act upon,amending Zoning Ordinance(2001-48)Article 2,Section 2.5.0 Accessory Structures,as it relates to the development standards of accessory structures and carports. (ZC 2020-14). Recommendation Motion to approve amending Zoning Ordinance(2001-48)Article 2, Section 2.5.0 Accessory Structures,as it relates to the development standards of accessory structures and carports. (ZC 2020-14). Discussion Planning staff and the Planning and Zoning Commission held a Work Session at the September 15, 2020 Planning and Zoning Commission meeting to discuss recommended changes to the Zoning Ordinance related to the accessory structures and carports.The impetus for the Work Session was the numerous variances approved by the Zoning Board of Adjustments. After a staff presentation and some discussion, the Commission directed staff to draft a Zoning Ordinance amendment. Those amendments are summarized below. The full text amendments are attached as Exhibit A. The recommended changes for accessory structures are to reduce the standard rear and side setbacks from 5' to 3' and to increase the allowed height from 14' to 15' on lots under one acre and to a height of 20' for lots over one acre in size. Accessory structures with a height over 15' (to a maximum of 20') would be required to comply with the rear and side setbacks of the primary structure. The recommended change for Carports is to reduce the rear setback for residential properties with rear alley access from 20'to 5'.This setback would provide both the needed carport size for residences and allow maneuvering space for vehicles such as garbage trucks,utilities, and maintenance vehicles. Staff supports the aforementioned amendments as there have been numerous approved variances related to setbacks and accessory structure heights and the proposed amendments give citizens of Wylie more flexibility in the development of their residential property. Examples of approved variances are included as Exhibit B. P&Z Commission Discussion The Commission voted 6-0 to recommend approval. Page 1 of 1 IN CITY OF WYLIE ZONING ORDINANCE C. Accessory Structures 1. Attached accessory buildings shall conform to the regulations applicable to the main building to which they are attached.Attached buildings are defined as any building sharing a common roof with the primary structure. 2. Detached accessory buildings shall be subject to all of the following regulations,in addition to any other applicable regulations of this chapter. NOTE: Accessory buildings in AG/30 zoning districts directly associated with the support of a bona fide private agricultural use of the property have some differentiating requirements noted separately under the various headings below. a. Number of Buildings: (1) No more than two (2) accessory structures may be placed on any residential or commercial lot. (2) AG/30: The number of accessory structures that may be placed on an AG/30 lot is limited by lot coverage (see 4.b.2.b). b. Lot coverage: (1) The combined floor area of all accessory buildings shall not exceed five (5) percent of lot coverage or sixty (60) percent of the primary structure, whichever is less. In no case shall the combined area of the primary structure and accessory building(s) exceed the maximum percentage of lot coverage allowed for the zoning district on which the structures are placed. (2) AG/30: Barns and/or stables shall be limited in area to ten (10) percent of lot coverage. c. Setback Requirements: (1) Street: Accessory buildings shall not extend beyond a platted front, side or rear building line adjacent to a street. If no building line exists adjacent to a street on an approved plat, the building shall not be located closer than ten (10) feet from the property line. (2) Easement: No accessory structure shall be located within any easement. (3) Front: Accessory buildings shall not be located closer to the front property line than the main building or the front yard setback requirement for that zoning district, whichever is greater. (4) Side: Accessory buildings shall not be located closer than three (3)five (5) feet to the side property line when the accessory building is located behind the main building. When the accessory building is located in the side yard,the setback for the accessory building will be the same as the setback requirement for the main building. When the height of the accessory structure is greater than 15 feet, the side setbacks shall match the setbacks of the primary structure. (5) Rear: When the accessory building is a garage or carport with rear access,the rear setback shall be a minimum of five(5)twenty(20) feet from the property line. All other accessory buildings shall not be located closer than three (3)five (5) feet to ARTICLE 2:DISTRICTS&ZONING DISTRICT MAP 14 IN CITY OF WYLIE ZONING ORDINANCE the rear property line. When the height of the accessory structure is greater than 15 feet, the side setbacks shall match the setbacks of the primary structure. (6) Other Structures - Accessory buildings, other than carports, shall not be located within five (5) feet of any other structure. (7) AG/30: Barns and/or stables shall not be located within fifty (50) feet of any property line or dwelling d. Roof: (1) The minimum roof slope for all accessory structures shall be 3:12, unless the accessory structure is prefabricated, pre-finished, and covers less than two (2) percent of the lot or is a carport. (2) The color and materials of the roof of the accessory structures must closely resemble the color and materials of the roof of the main structure, unless the accessory structures is prefabricated, pre-finished, and covers less than (2) percent of the lot or is a carport. e. Exterior Walls: (1) Accessory structures covering less than two (2)percent of the lot are required to be constructed with exterior walls composed of metal with a baked-on enamel or vinyl finish,vinyl,wood structure that is prefinished and prefabricated,composite masonry façade, or the same masonry content required of the main structure. (2) Accessory structures covering more than two (2) percent of the lot are required to be constructed with exterior walls composed of composite masonry façade material or the same masonry content required of the main structure. (3) AG/30: Barns and stables located on property zoned Agricultural (AG/30) are exempt from the masonry requirement for exterior walls. (4) No pressure treated wood is permitted as exterior finish. f. Height: (1) Accessory structures shall be limited to a height of not more than fifteen(15) feet on lots less than one acre and not more than twenty (20) feet on lots one acre or greater. not more than fourteen (14) feet. (2) AG/30: Accessory structures shall be limited to a height of not more than twenty (20) feet. g. Notes: AG/30: Commercial equestrian or rodeo arenas whether enclosed, partially enclosed, or open air shall require a Specific Use Permit as provided in Section 5.4 "Special Use Permits"of this ordinance. ARTICLE 2:DISTRICTS&ZONING DISTRICT MAP 15 .:.. ..c• ..T .-.'. ..:,• ' '...j.-.."',), ... ... . •::': !.. •,. 4--. . t . .,. . / -' ••• .- \ \ . , . ,.... .... , -.,. ...i... , . • . - - .-„Ikik4' ''.., . • , --....'"pf-,,. -. •• . --"-- r. :.t.• . _ .. . / .4i "it.- t - . , • . , •A ,, „t. '''''_. -.''. '"r4 -- . _ - le , -4660041111 1 . - ..st. .. ../.. ,1 ... ..: .; ' ' •-4.... 1 ...:t. -- , .. ,'.... .: ....,-. • . , ' '''Ilia.N't _ .. - ..,,t:.,......•...- -. .,,-.9.9a..'..rr... -..... -rr . ..- . . wr•- • ..' ... .' . r ' \ • \.. •4-.: . ..., * .. , • g,_.. ,. . -.. • ... .. , .• . .... . / 1"11110401iliatika* Willontitagra.60••=4•4-•1.,---. ' • . , -"A.011.0.1.1111111164A ' ' • -,. ...-,:o. -. , , . ..- \ 1 / . • 'Oi 4. t 4' ` v t S ,,,,T. , '-:-.-1111-:.11; - ' ,ri 0* 1,4 01111. • . 1711:11:-. -f i'*).:::':414i!:•''' ' . .... I ,, .„4 4 11\"-77'; '''' ''''. '1''-::. • -, .. ,: , a 41-, _Z., :'. — i ' • '1`,4"1`; - ` - -_ _ 1 /Y -- _ - - _ - Lam' 1 6 m E.._ JJZZ7 .r - Yam'" " fi .. fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: 2 Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 2 Subject Hold a Public Hearing to consider,and act upon,amending Zoning Ordinance(2001-48)Article 5, Sections 5.1.F Land Use Charts and 5.2.F Listed Uses,as they relate to the Automotive Repair,Minor use(ZC 2020-15). Recommendation Motion to approve amending Zoning Ordinance(2001-48)Article 5, Sections 5.1.F Land Use Charts and 5.2.F Listed Uses, as they relate to the Automotive Repair,Minor use(ZC 2020-15). Discussion At the request of the Planning and Zoning Commission(P&Z),Planning staff and Commission held a Work Session at the August 18, 2020 Planning and Zoning Commission meeting to discuss recommended changes to the Zoning Ordinance related to the Automotive Repair,Minor use. After a staff presentation and some discussion; including data regarding the use as allowed in surrounding cities (Exhibit B),the Commission directed staff to draft a Zoning Ordinance amendment. Those amendments are summarized below. The full text amendments are attached as Exhibit A. The recommended changes are: - Amend the Zoning Ordinance use chart to require a Special Use Permit for the Automobile Repair,Minor use when the use is within the Community Retail and Commercial Corridor Zoning Districts. - Allow the use by right in HI Zoned Districts. - Require additional provisions in all zoning districts,not just Neighborhood Services. - Require additional provisions when the use is within the Light Industrial or Heavy Industrial Zoning Districts by requiring a SUP when it is within 300 feet from a residentially zoned district. In general,staff supports the amendment of the Automotive Repair,Minor use.These types of developments are challenging to re-develop compared to other commercial developments and may result in blight should the use cease operation. In addition, even with required environmental protections, there is a potential for increased hazards with each additional facility. A Special Use Permit would allow P&Z and City Council oversight in the compatibility of the use on a case by case basis while continuing to offer developers the opportunity of being granted approval of these businesses. P&Z Commission Discussion The Commission voted 6-0 to recommend approval. Page 1 of 1 IN CITY OF WYLIE ZONING ORDINANCE Permitted Uses Residential Districts Non-Residential Districts Parking Low High Density Commercial Industrial Mixed-Use Density F.Retail, AG/ SF- SF- SF- TH MF MH NS CR CC I BG L I H I DTH SBO Personal Service 30 ED 20/ 10/ &Commercial 26 24 1.Animal Clinic S S P P 1 per 400 or Hospital sq ft(L) 2.Automobile S P* P P* P 1 per 400 Rental sq ft(L) 3.Automobile S S P 1 per 400 Repair,Major sq ft(L) 4.Automobile S SP SP P 1 per 300 Repair,Minor sq ft(L) 5.Body Art * x 1 per 150 Studio P P sq ft(L) 6.Car Wash Per S S S approved SUP(L) 7.Club or Lodge P P P P P 1 per 200 (Non-profit) sq ft(L 8.Contractor's 1 per 500 Maintenance sq ft main Yard S P structure (L) 9.Dry Cleaning 1 per 350 or Laundry, P P P P P P* sq ft Drop-Off or Self Service 10.Cleaners 1 per (Commercial) S Px Px 1000 sq ft (L) 11.Equipment S S S P P 1 per 500 Rental sq ft P=Permitted P*=Permitted with additional requirements when located in this district. S=Special Use Permit T=Temporary Use Permit (L)=Loading spaces are required IN CITY OF WYLIE ZONING ORDINANCE 4. Automobile Repair, Minor a. Definition: Auto service center means a facility for the servicing or minor repair of automobiles. This use may include the retail sales of lubricating oils, tires, or parts for use in motor vehicles. Minor repairs include replacement of engine, transmission, chassis and drive train parts, tune-up and adjustments of motor vehicle engines and systems, and the replacement and repair of minor body parts such as windshields and windows and body trim parts. This use does not include rebuilding of engines or the restoration and painting of motor vehicles. b. Additional Provisions: NS District. T (1) All activities and operations shall be conducted entirely within an enclosed structure. (2) Noise from bells or loudspeakers shall not be audible beyond the property line at any time. (3) Openings in service bays shall not face public rights-of-way and shall be designed to minimize visual intrusion into adjoining properties. LI and HI Districts: (1) Automobile Repair, Minor shall require an SUP when located within 300 feet of a residentially zoned district. City Automotive Minor NS CR CC LI HI Note Wylie S P P P S Allen S P P S Rockwall S S S S P Garland S/P* S/P* P P Stand Alone /Accessory Use Richardson S S S S S Sachse P P P P Murphy S S S Plano P* P* P* P* P* Residential adjuacancy Rowlett S S P P Less Restrictive 2 0 0 0 5 7 Same 4 1 2 3 1 11 More Restrictive 2 7 6 5 2 22 DFW Auto Repair Location Quotient 0.89 Texas cars per capita 0.797 43rd i\'-__--- J Zoning Districts ..../\_ip AG/30-Agricultural District Minor Automobile BG -Business Government District f I i I L CC-Commerical Corridor District f i, ■ r CC/SUP -Commerical Corridor/Special Use Permit District � e a i CR-Community Retail District DTH-Downtown Historical District ( 16 site s HI -Heavy Industrial District LI -Light Industrial District _ LI/SUP-Light Industrial/Special Use Permit District MF-Multifamily District / / MH-Manufactured Housing District I 4 MSD-Multiple Setting Designation 1 ij I NS-Neighborhood Service District NS/SUP-Neighborhood Service/Special Use Permit District r•��:... PD-Planned Development District �. ` SBO-South Ballard Overlay District L `';' ......,..{.„....,_,,- 6 -/ii --1, [ SF-10/24-Single Family 10,000 sq.ft. District o � - ' er [ SF-20/26-Single Family 20,000 sq.ft. District r = - [ SF-ED-Single Family-Estate District - ' SUP-Special Use Permit District __________ Al. l TH -Townhome District .: 11)1 pr qj ����� I : :otive -- i I o Meineke Discount Tire& — �� — NV M /� r Meineke �- Auto Moes Firestone Fir:. ..e Ca r - _ & '7__ _ _ �udio — �-t Valvoline ire Auto "— P 11 0 Discount_Tire_&_Auto_Care IJi. L IF i :I Pep_Boys_Auto f " r Moes Car Audio - - L L L New Life r/ L_ L_rf---' \ C&M_Tires_&_Muffler Automotive Jiffy_Lube II T- - Wylie_Kwik_Kar I �rr�,® = _ I Ii I Wylie_Auto_Tire Shop , - i I I Regal_Lube_Oil I .."' nI NTB — 4 I Walmart I Brakes_Plus _ liAl IFFN s•'-s---4' ' c 1TY OF WY E IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: 3 Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 1 Subject Consider, and act upon, a preliminary plat for Wyndham Ridge Addition, to create 119 single family lots and three open space lots on 23.5226 acres in the City of Wylie Extra Territorial Jurisdiction, generally located on Sachse Road approximately 900' southwest of Pleasant Valley Road. Recommendation Motion to approve a preliminary plat for Wyndham Ridge Addition, to create 119 single family lots and three open space lots on 23.5226 acres in the City of Wylie Extra Territorial Jurisdiction, generally located on Sachse Road approximately 900' southwest of Pleasant Valley Road. Discussion OWNER: Pilikia Aina,LLC. APPLICANT: Paul Taylor Homes The applicant is proposing to create 119 single family lots and three open space lots on 23.5226 acres in the City of Wylie Extra Territorial Jurisdiction. As the proposed subdivision is outside City limits but within the extra territorial jurisdiction(ETJ)of the City,the provisions and requirements of the City Zoning Ordinance do not apply,but the Subdivision Regulations are applicable. The plat meets the requirements of the Subdivision Regulations, including preliminary engineering review, and fire code requirements(by providing fire sprinklers within each residential home),will serve letters from all utilities,and preliminary Home Owner's Association Covenants, Conditions, and Restrictions. The plat is technically correct and abides by all aspects of the City of Wylie Subdivision Regulations. Approval is subject to additions and alterations as required by the City Engineering Department. For conditional approval or disapproval City Council must provide a written statement of the reasons to the applicant in accordance with Article 212, Section 212.0091 of the Texas Local Gov't Code. P&Z Commission Discussion The Commission voted 6-0 to recommend approval. Page 1 of 1 SURVEYOR'S CERTIFICATE NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That PILIKIA AINA, LLC. & CHOYA & ALEXIS TAPP, acting herein by and through his (its) duly authorized 0 50 100 200 officers, does hereby adopt this plat designating the herein above described property as WYNDHAM RIDGE, an addition to the City of Wylie, Texas, and does KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that hereby dedicate, in fee simple, to the public use forever, the streets, rights-of-Way, and other public improvements shown thereon. The streets and alleys, I prepared this Plat and the field notes made a part thereof from an actual and accurate if any, are dedicated for street purposes. The easements and public use areas, as shoWn, are dedicated, for the public use forever, for the purposes indicated SCALE: 1" = 100' survey of the land and that the corner monuments shoWn thereon Were properly placed under my on this plat. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the easements as shown, personal supervision, in accordance With the Subdivison regulations of the City of Wylie, Texas. except that landscape improvements may be placed in landscape easements, if approved by the City Council of the City of Wylie. In addition, utility easements may j also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, / l 10 j said use by public utilities being subordinate to the public's and City of Wylie's use thereof. I I \ j \ The City of Wylie and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements - - - - -\ \ _ _ ' I - - or growths Which may in any Way endanger or interfere With the construction, maintenance, or efficiency of their respective systems in said easements. The City of \ l ^ 7 \ WARREN L. CORWIN Wylie and public utilityentities shall at all times have the full right of ingress and egress to or from their respective easements for the g \ \ j !-' I g g g p purpose of constructing, J° I LOT 33X BLOCK B I \ / \ j R.P.L.S. No. 4621 reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time �_ \- - 1 - - I: \ ) OPEN SPACE _ L : I procuring permission from anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Wylie, Texas. _ :( 0.472 ACRES • N 9 I ' - Z - - "N \ 35 / \ - \ I I I THE STATE OF TEXAS § WITNESS, my hand, this the day of , 2020. \ \ 1 /\ \ \ �. / I \ - - 4 - - - I COUNTY OF COLLIN § BY: '� -'• / I ./ - - \ \ ! j I I '(P . Before me, the undersigned, a Notary Public in and for the State of Texas, on this day PILIKIA AINA, LLC. - _ \ \ I �S personally appeared WARREN L. CORWIN, knoWn to me to be the person and officer Whose name is \ / ).:% / 34 1 / -- - i` -6u` I IX'' 1 j subscribed to the foregoing instrument, and acknowledged to me that he executed same for the I �/ I I F. I $ i5, s I > /r �\ 7 I \I purpose and consideration therein expressed and in the capacity therein stated. L.._.._.._.._.._� e I III \ _ ._..� I ,�r. -"� 40• -I- // ! \ _dl`\\PC,o��,QG \ g Given under my hand and seal of office, this day of , 2020. 1 I : I I 1(1 33 Eo 3 _O 20��F _ I //� I \ GO\'j S� 0\. I I\ I BY: BY: • CHOYA TAPP ALEXIS TAPP 1 I�1 1 " 31 D,30 Y R�W. \ \ ,. 1, 1 ' 'b I j/ I I J I j 1\ j \ I •I o._.._.._.._.. /,,� 1 a/ j 1 I I •j j \ \ II I I 320 2g I (\ ! I,// I I g\ j I I \gyp \ II \ • : l NOTARY PUBLIC, STATE OF TEXAS \•_ _„_ . - I �\ • I STATE OF TEXAS \\ II I 1 _.. 27 r 40 \ • \ - f/d ¢ \Is 1 5 \\ • \ COUNTY OF COLLIN bo'R cl I �I 1 31 /� '. 25 ems/ o' -, \ .\I S66. • \ j 1\ I\ \I j \ I BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared known to me to be - /1 1;)_.L...._,.._ _ _ a/ / N \ 1 0 \ \ I • the person and officer Whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same I III / / o '�s�, 23/ y 'b 4Q� ! I \ \I• \ ! for the purposes and considerations therein expressed and in the capacity therein stated. - 6/ / h / 3 61- \ °,ORq/ i/ \ I \ \e 4 \ ! GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of ,2020. \ j 1 l\I - �o-��lir ,+ / / /22 \ = 40' �,F ! \ II \ I s \ j •_ - / _ J Ij_\7_.1-.7'._.._..-su • ^ a 34 F. // b` '/ I �Ti p �� I\ \ I• \, \ . _ __ { 1 / °F 96Q \ /- - -wa \ /�1 4 ii 29 35 / ,// �o- nN'\ / / F 20 \ Sp, 5� - \ I / 1 I I \ \ \ \ \\ / State of Texas I 1 p I a 7� 36 / , / 1 14 \ I I I I 1 \ Notary Public, 4 \ _.._.ICI I ( / 28 1 )8, / 4p, °A / 1°,�'y o 44o F 18 I• \ I ,��5 \ I II J �rl.._.._.._..�--I ss' tip /� I S��FI \ 16 �\ �ggc �rR �\ \ S �S�P �g'\0 � \ \ STATE OF TEXAS = I : I (� 4° k 40 <6 �T\ \ 15 `� ' o.w \ �� ,\Gj� - _ > COUNTY OF COLLIN / a I 1 O) °' 49 20- r41 \ \� ► a� \ I 4. I3- ,\ 0 \ i F / 11 � <Fy / o•< �0� \ \ �\22, \p` \. '\`L \ i'. / / BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared CHOYA TAPP known to me to be / N , C 1 -� 48 R • • b \ I �Q\`\ 0'\9 \ /// // the person and officer Whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same / II ! • 47 / p 18 -,\\\e3"2 12 /= I GO O `L \ /j/ /// for the purposes and considerations therein expressed and in the capacity therein stated. /_.._..4 26 - i i 11 �\ I / N/ I! I II - 3s' 46 / ' 4�� 0 17 \ \ ' 10 \ GG' \ \ i // 1/ GIVEN U DER MY HAND AND SEAL OF OFFICE this the day of ,2020. / r\-.._.._..__ 45 50, h 16 -,\. \ 4� f / / /�,a� I I I I: \ s 40\ / `� ` s0 - -' - \ \ \� \ . \ 9 „ a \ I / ///'II 1 I \25 -611 04. -- Z°'t/ `/ 43 40' \ \ \ \ 8 O i , /- „�F. s \ \ \ \ - 40, 1 / I / / State of Texas 1 III _ _ _ o \sr," \ i Notary Public,I I V 42 ' ,� 40, „ \ \ °'�\ N \ ° • fi 76 \ Ii /% // 11 11 0 - - - h• - - 5/8" IRF. , If .._..24_ . �13_ _ / ' > ., / Ao> \ /� 19 B 11 1 / \ \. \ ... , - \ \ N. -.4� ^ - 3 //' ,' STATE OF TEXAS _ 0N.-5;Lij`L , �,10 \ \ -. , a . / �'PG� I I ` - ^ 20 / I - '9 / • \ \ \� /3 �� ^� / // COUNTY OF COLLIN �\Q, 1 .1 23 IM - z0�F - ., O� I - - - �`�/ 50 //°�/5'� % , • �o, / ; / ( ( I - - - - /8 / \ /- \�v - \ • �40\e \ \ ° �� 2 or �� // /'/ BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared ALEXIS TAPP known to me to be O Qom' _ I / \ ( C 40, F - V : ' _ a\I -.. I ..- -1 / - o- - - �, / +�� o • the person and officer Whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same ( I �/ / / / \ \ \ 2 Fy ' /6- _ _ - - / oe ti �� / /' for the purposes and considerations therein expressed and in the capacity therein stated. $ 1! 1 22 , // \N \, .S 24 r � R.0 _ goo �a / / I II 1 p ' /, >� \\\�\ '� TR w, / F 5 a °• '/;' / / / FNT 0'F BEGINNING GIVEN UNDER MY HAND AND SEAL OF OFFICE this the day of ,2020. / /. / 4w \ Q\\\ moo- / / 2. / / / I._.._.._.._. ?s•�j / ' l I ?� „ \ \\p0\ ' .55 oh T C 26 / / / Q,�2'\ s, yj / / / �, - '� 1 I 2� I ////� / // ti<Fy R �O\ �\\\'\� r6p,R/ „� 27 / e. //// %/ / - - - - I :I I < • / / // // °W. \\ 1 �` Na > 28 2 44' / / / Notary Public, f I \ I.r.._.._.._..-/ / /- // � • \\\ -� / �� v -4-'51 / State of Texas I \ I\ / / / v/ // r / / 56 \ \10\\•,•\ \\\ ^2 \, 29 © ow // / / , 1'0: - - \ 11 // \ \I \� _ / - I , // �, / / / � \ \\ki • ��\\��° C ' igrei41/0 ', 6?, �8 4g' �F{ `'e � `' \ A I / / / 67 \ \\, \ \ rs ,� �, Q4' , / I / 111 / / \\\\\ • \ / 4A 1 O O _..1.) I II / / 1 a \ \\\ 6- / 6 \� 33 �8, `��� a°�cv5 /�`5 �PG� I ( I •l 1�1.._..19._.._//I I I// / / / 58 • ° \ \, ,� \ '�, moo• 1 34 �, // i ,�•s° / / , 1 1,-,\ 1: I 1/ 1 I ,i, / \ yip \ ot \\ \ I ) 1 '*0, 41111_.wigilir '0' °°tiAti`'Y ' , °° / Approval ECOMMEIock: NDED FOR APPROVAL" / 1 II: I // / o \ \ \2I I IFye2, OF I 0.,° '� l d / 11/I 1: \ + 18 / T I I 3J - - � a ° \ 1 1 46 1\� I1. /I �R' 9 /, � � 35 ^�Co �� °• / / / 1 I�._.._.._.._/. / / I .16 // �11� / . / a� • 1 1 �17 / 1 .11 / / / �4 1 \ 1 ( . I 1 1 a M/ 0' /i / ,gyp • / /, _,4" Chairman, Planning & Zoning Commission Date 11 /^ \ / S 67 4, ( .c /, / City of Wylie, Texas / Ill, I PllI / / / �\ �� / / I I �, .. / /^ II I 16 / II r1 Ir/ / h� - /,3 / , / `) 1/ /0'�, O 09, so, /#�` /// / / - / f T /\ I: \ 1 III I I , / /�_ / 1 / \ 1 F ,,/ c o/ o / / "APPROVED FOR CONSTRUCTION - - - / // ik \ / I lllll I \ / / / // 1 - /a �\ , 66 X /,> / _- _ � - /� .. r-1.- / /III / , // /,��i / / �! �" I) I" \(SO, s ( �' 1. �'., / I F, \ . / e�// I / I l / / I I :1 1/2" Ik11 // / , 1 // /,X BLOCKI Al / / // / O'ip0 �� / 65 h•' �' / / / I \ ! 1!1 1/11 1 ' OPENI SPACE//D(RAINAGE �ASoEI�EI�{ / / // / �!J \ ` G) j0 /J�,. ,S, / / / / / Mayor, City Wylie, Texas Date l 15 /( o '� / / •.t..- / I-\- .�..-.. -i III\ I 1 1.9�7 ACRES 1 / / // 3 I 4 0 64 / / / I / of - -- \I - I \\ 1 ( \ / / / , / / vr' IRF �' �° // / / I I / r- \ 1 I / t .1 14 / 11111 \ \ \t \ 1 I / / / / / �o/ t)\ /% / / Pi / "ACCEPTED" I II "\ / 1111111 \1 \ I / 1 11 / / / / '+\ / \ / - 63 �' , o� / � I I I III / I I I // 1 1 / / I \ / o' a° QP r // /, / 1 1 Ill . / \ I 1 // \ / / / / /41/ Qo h 0 0� 62 �' QZ / // Mayor, Cityof Wylie, Texas Date / I \ / 111 E I/// 1 \ ?ei, 1 I / 1 / // / / M 4 :0- / �o O / . / // I i Y 1 I 11II / / : v 13 �4l , 1 \ \ 1 I , / / /1 h4z, do ° / / / /�I/ - / ./III \ - .._..�.�.`_1I II / \� \\\ 1 / Z, 1 / I 113F 1 DI`n% St ,� �A 6 0 - ,:o / I _- \ , , // ,_. / l / 11 s:. / / / '.• � I / \: /IIII 4 \ II / /! ` �, I I \ , T // / �! GZIThe undersigned, the City Secretary of the City of Wylie, Texas, hereby certifies that the foregoing final plat of the I /:/ \ ( I / 12 //I, 11 III1 11// % I 401 r / �i, '� Q. / WYNDHAM RIDGE subdivision or addition to the City of Wylie was submitted to the City Council on the day of ,2020, / / / ! \ 4 , I I I I I IIIII/i / I 3J\ /j, / / / and the Council, by formal action, then and there accepted the dedication of streets, alley, parks, easement, ppublic places, and > I--\--..-..-..-I.I I p I III , I ANNIE , / 7 Water and sewer lines as shoWn and set forth in and u on said lat and said Council further authorized the Ma or to note \ \ / I rIII 1111\ ( 5/81' IRF DOC. NO COOMR 6 _ /i / P P Y( /j 1: \,� / I III ! //1IIIiIIIIII1SF,\,\,, 0 \ `\ 2016032103315 N. /// c � ' // the acceptance thereof by signing his name as hereinabove subscribed. / : l 1 1I I!>� / I 1 I I I(II liI \'\0' p 1 , _ N : 30 a / / / I/ I / I \� O'� I ,�.. 3/8 I . �' -' / Witness my hand this day of , A.D., 2020. 1502-, / i / I I I1Ili ll.�('c - I \ I I 1 7 , / / / /I I �0� / 9P . .\ / / 1 \ \ 1I r ,\O`L N N,-...._ • \ 1I I / /// / / y �.. `.._.._.._� � F\ /�*4I S \ \\ ' /i ^-1lt\ .k\� \ ••\\ \°e\ \ /i/ a-' /,/ Cityy of Wylier Cit of Ile, Texas / • \ I \ 9 P „ sa / \ \ \ 4. - - - I I l -_- \\ .•\. \ >'/ " / ,/ I ! \ ,. // // e , I \. °'t \ \ :k \\\\ _\ - � _eoo- _ \ _- \\\ ) 1 \ .\ \ - i.j, / , // I LEGAL DESCRIPTION / I / //i I I 1 \\ `,I / /I \ �'- - - _ /�/// , ,� \ �. j // 1 BEING, a tract of land situated in the Henry L. Douglas Survey, Abstract No.292, being a tract of land in Deed to r� j / 8 /// I \\\ i\. I -- -/ \ . ,/ _/ //// '�. / ,/'I / / / Alexis Tapp, as described in Doc. No.20121221001635380, in the Deed Records of Collin County, Texas, and being all 1 / /i/// ,!!\1 11 \ \• \1•�. T / (r / > / /-> /// / I / •\ •.-*$ / / / \ of a 3.491 acre tract, as described in Vol. 2398, Pg. 292, in said Deed Records and beingmore particularly / j/' I V \ \1 \ �\ /\\ /, /�" _ - _ - / / / / I described as follows: 7 / // II I / -�\ \ \ 1 /'� / % 1 /,// >i BEGINNING, at a 5/8 inch iron rod found at the northeast corner of said 20.00 acre tract and beingin the West / j \ /, / /1/ / // / �\\ / / � I / I / _ / / / / - i// I i I \ line of Sachse Road. / /' \ / - � ��/j ;/ / >� ��/ / � - \ 3 \ //// _ _ / I / / I 'S/ • / e \ > ' - I , / / / - / ,�Ai / - / s \ / / I /'- I 1 ,. / / '/ / - _eft, / > •, / / / - / 1 / \ /i l \ ° / I / / / / -'/ _ � :.b' / / - / / 7ia`� ,/ I \ THENCE, South 44 04 15 West, along the east line of said 20.00 acre tract and the West line of said Sachse A 6 1�/I/ k 4ss / / / ^ I I \ ,(I/ r_ , / , -' ./ , / / -90� - ./ / // Road, for a distance of 895.88 feet, to a 3/8 inch iron rod found at the southeast corner of said 3.491 acre tract; ALAN'S DR l / .% \ I :�.._.._.._..-l1. I I .._-'1 /1 -,\ / / /I( / / / I I / /` I /I / / a I \ / jl I y 11/ l/ • / / / / / _ / ' / �� / / , „ ( 1 THENCE, North 60°44'44" West, along the south line of said 3.491 acre tract, for a distance of 431.76 feet, a I \ I' /1141•I /1 I /// // // / / / / / / // ) , / / /i / to a I inch iron rod found at northwest corner of said 3.491 acre tract and beingin the east line of said 20.00 acre / \ A 5 / III , I / I / / / / / / / / 1 �// / /%/ / tract;/2 CITY LIMITS _ m III l I ,l / / / / , , �\ , /// - 1 _ _ PRELIMINARY PLAT 1 ILL.- -.-r../.1J..L I I ! I // / /// / / / / / / / •/ / T/ \ I\ ,j///' / // / 1 1 WYLIEETJ �N �I 18 4 // 11 II %/ / I/ // / / / _ .// THENCE, South 18°41'17" West, along the east line of said 20.00 acre tract, fora distance of 182.53 feet, to a '-'• WY N D H A M R I D G E \ \ / I I I / / 1 \ / \ /" / / � � .\ / 1 )j \ /� / I // / / / / // / 5/8 inch iron rod found at the southeast corner of said 20.00 acre tract; ELM DR I / / \ O / \ .. / /� a J i ' ' \ ' \ - " I �11 ' ' / '��, / / ' ail- / \ - '/ / w', ' THENCE, North ° " along r'J 119 TOTAL SINGLE FAMILY LOTS / \ -..,.� .. .._.. I / �( , rp / i/ ,e, / 60 5620 West, the south line of said 20.00 acre tract, for a distance of 375.42 feet, to �•} 'I I ITII I I \ 1/ / /// / / I \,� 01� \ / \ / /, / ' // , a 1/2 inch iron rod found at the southwest corner of said 20.00 acre tract and being in the east line of Woodbridge ��� �� \ : I I f '//1 / / / �� �o '; / g s �� 3 TOTAL OPEN SPACE LOTS 3 III I 1 1 /I/ , / \ O / I // ', / / Phase 9, an addition to the City of Wylie, as described in Vol. Q, Pg. 372 in the Plat Records of Collin County, Texas; �� j•111 :\ , I ' ,I,/// / / IG,0, / , .. / , ,/ ;- 1 / ° -l' A<F 23.5226 TOTAL ACRES J - - - - 1 I 1 0 ///'�/ // / THENCE, North 01 16 38 East, along the east line of said 20.00 acre tract and with the east line of said Woodbridge o, 45 g II \ I Iil /Y I / / j/i / i 1 .�' \ ( /// NOTES: Phase 9,(for a distance 1039.61 feet, to a 1/2 inch iron rod set With a yellow cap stamped "CorWin Eng. Inc." at the �r�4 7.3 02 TOTAL R.O.W. DEDICATION / / 2 I •il // /'/ I/ I +O� • I \ \ \ / / southwest corner of Colonial Acres Estates, an addition to the City of Wylie, as described in Vol- J, Pg. 638 in said �F} OUT OF THE / 1 I II hl/// / I 1 \ l \ \ \ 14 - _ / / 1. Bearings are referenced to a 20.04 acre tract Plat Records; PROJECT Ro _._..s. , 1, / \ \ o LOCATION HENRY L DOUGLAS SURVEY ABSTRACT NO 292 7 � // 11 (\ \ \ \\ / 1 \ T / / as described in Doc No. 2019-1018906, in the Deed Records THENCE, South 65°40'47" East, along the north line of said 20.00 acre tract and the south line of said Colonial �`� $ _ _ I�lII \ \ \ \ \ / / // of Collin County, Texas. Acres Estates, for a distance of 1496.05 feet, to the POINT OF BEGINNING and containing23.5226 acres of land. o`t� IN THE �.rn. ; \� \ \ I \\ \ . \\ \ - / //////� l 2. LEGEND COLLIN COUNTY, TEXAS / �_�Ex.'5,4,SWR.ENS1;17. \•o `'` I \ \ , /// i. - - , - - , -\� \ \ - =_� 4vb. \ \ ' /// / , U.E. - Utility Easement APPLICANT sr'` N ;'_ _ �,y\/ I) : . \ \ \\ �-- -/i// / / 0 - Street Name Change ,- �.. _ \ - . - i , // PAUL TAYLOR HOMES, LIMITED '.,, , /� /�•i -, • I• i \\ \\ I I �,/// 3. "Notice Sellinga portion of this addition b metes and bounds 17905 PRESTON RD., STE. 700 //// / / , " .�.\ 1P N �T _ - C\ \\ \\\ \ •///1 P Y LOCATION MAP / ) / / / / , \\ //r :\ / N \\ \\ \\\ \ // / N / is a violation of city ordinance and state law and is subject N.T.S. DALLAS, TEXAS 75252 % // / / / - '4 11 -// / ''' \ ,, ' , - • \ \\ \\\ I 1 / to fines and withholding of utility and building permits". 1 / / / , ,/ , - 1\//�. - 1 \\\'°►_ _,✓ /,fr- . PREPARED BY / / / / / '\ /, j \ \ _ aa'�'- - -=---.! 4. Lots 1X & 59X Blk A & Lot 36X Blk B are dedicated to and maintained by the H.O.A. CORWIN ENGINEERING INC. 1I r / / / \,/ r - /:� \ - - I III / / 1 // i� _°' __ - OWNERS200 W. BELMONT, SUITE E 1\ I I I // /• _ 5. No flood plain exists on site. ALLEN, TEXAS 75013 I / - - _ 1 1/ I 1 \ I - " / PILIKIA AINA, LLC. CHOYA & ALEXIS TAPP - 1 / / / /I 6. HOA to maintain and repair sidewalks Within the Public R.O.W. 972 396 1200 2250 SACHSE ROAD 2250 SACHSE ROAD WARREN CORWIN 7. All homes on all lots within this plat and development will be equipped With NFPA 13D Fire Sprinkler Systems. WYLIE, TEXAS 75098 WYLIE, TEXAS 75098 OCTOBER 2020 SCALE 1"=100' IAI vrf Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8, 2020 Item Number: 4 Department: City Manager (City Secretary's Use Only) Prepared By: City Secretary Account Code: Date Prepared: November 30,2020 Exhibits: Ordinance Subject Consider, and act upon,Ordinance No. 2020-64 amending Ordinance Nos. 2020-24,2020-25,2020-26,2020-29,2020-31, 2020-35, 2020-38, 2020-41, 2020-48, 2020-53, and 2020-62 Continuing or Renewing the Mayor's Declaration of Local Disaster for a Public Health Emergency and establishing new orders to help abate the COVID-19 public health crisis. Recommendation Motion to approve Ordinance No. 2020-64 amending Ordinance Nos. 2020-24, 2020-25, 2020-26, 2020-29, 2020-31, 2020-35, 2020-38, 2020-41, 2020-48, 2020-53, and 2020-62 Continuing or Renewing the Mayor's Declaration of Local Disaster for a Public Health Emergency and establishing new orders to help abate the COVID-19 public health crisis. Discussion On March 22,March 27,April 2,April 28, May 12,May 26,June 9,July 28, September 8, October 13, and November 17, 2020 the City Council adopted Ordinance Nos. 2020-24, 2020-25, 2020-26, 2020-29, 2020-31, 2020-35, 2020-38, 2020- 41, 2020-48, 2020-53, and 2020-62 which continued the Mayor's Amended Declaration of Local Disaster for Public Health Emergency to help abate the public health threat resulting from the novel Coronavirus (COVID-19); providing the consent of the City Council to the continuation of the Declaration until 11:59 p.m. on January 26, 2021. Page 1 of 1 ORDINANCE NO. 2020-64 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, AMENDING ORDINANCE NOS. 2020-24, 2020-25, 2020-26, 2020- 29, 2020-31, 2020-35, 2020-38, 2020-41, 2020-48, 2020-53, AND 2020-62; CONTINUING AND EXTENDING THE MAYOR'S AMENDED DECLARATION OF LOCAL DISASTER FOR PUBLIC HEALTH EMERGENCY DUE TO THE NOVEL CORONAVIRUS (COVID-19); PROVIDING THE CONSENT OF THE CITY COUNCIL TO THE CONTINUATION OF THE DECLARATION UNTIL 11:59 P.M. ON JANUARY 26, 2021; PRESCRIBING ORDERS TO HELP ABATE THE PUBLIC HEALTH EMERGENCY; PROVIDING AUTHORITY FOR THE CITY COUNCIL TO TERMINATE THE DISASTER DECLARATION; AND PROVIDING AN ENFORCEMENT CLAUSE, SEVERABILITY CLAUSE AND AN EFFECTIVE DATE. WHEREAS,in December 2019,a novel coronavirus,now designated SARS-Co V2 which causes the disease COVID-19, was detected in Wuhan, China; and WHEREAS, on March 11, 2020, the World Health Organization declared COVID-19 a worldwide pandemic; and WHEREAS,COVID-19 spreads between people who are in close contact with one another through respiratory droplets produced when an infected person coughs or sneezes; and WHEREAS, the identification of"community spread" cases of COVID-19 in the region could potentially signal that transmission of the virus may no longer be limited to travel to outbreak areas or contact with travelers who have visited outbreak areas, and WHEREAS, the Centers for Disease Control and Prevention (CDC) has advised that person-to-person contact heightens the risk of COVID-19 transmission; and WHEREAS, the President's Coronavirus Guidelines for America, as promulgated by President Donald J. Trump and the CDC on March 16, 2020, call upon Americans to slow the spread of COVID-19 by avoiding social gatherings in groups of more than 10 people,using drive- thru, pickup, or delivery options at restaurants and bars, and avoiding visitation at nursing homes, among other steps; and WHEREAS,on March 13,2020,Texas Governor Greg Abbott declared a statewide public health disaster; and Ordinance No.2020-64—Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster WHEREAS, on March 16, 2020, Collin County declared a local disaster for public health emergency and issued an accompanying order; and WHEREAS, on March 16, 2020, Mayor Eric Hogue issued a declaration of local disaster for public health emergency for the City of Wylie for a period of seven (7) days; and WHEREAS,on March 19, 2020,the Governor issued Executive Order GA 08,mandating the avoidance of social gatherings in groups of more than 10 people, the avoidance of eating or drinking at bars, restaurants, and food courts, or visiting gyms or massage parlors, the avoidance of visiting nursing homes or retirement or long-term care facilities unless to provide critical assistance, and closing schools throughout the State of Texas for a period of time; and WHEREAS, on March 19, 2020, Mayor Eric Hogue issued an amended declaration of local disaster for public health emergency, expanding the original declaration; and WHEREAS,on March 22,2020,the City Council adopted Ordinance No. 2020-24,which continued and extended the Mayor's amended declaration of local disaster for public health emergency to help abate the public health threat resulting from the COVID-19 pandemic; and WHEREAS, on March 27,2020,the City Council adopted Ordinance No. 2020-25,which amended Section 8 (Enforcement Clause) of Ordinance No. 2020-24; and WHEREAS,on March 31,2020,the Governor issued Executive Order No. GA 14 relating to statewide continuity of essential services and activities during the COVID-19 disaster; and WHEREAS, on April 2, 2020, the City Council adopted Ordinance No. 2020-26, which amended Ordinance No. 2020-24 and Ordinance No. 2020-25; and WHEREAS, on April 27, 2020,the Governor issued Executive Order No. GA 18 relating to the expanded reopening of services as part of the safe, strategic plan to Open Texas in response to the COVID-19 disaster; and WHEREAS, on April 28, 2020, the City Council adopted Ordinance No. 2020-29, which amended Ordinance No. 2020-24, Ordinance No. 2020-25, and Ordinance No. 2020-26; and WHEREAS, on May 5, 2020,the Governor issued Executive Order No. GA 21 relating to the expanded reopening of services as part of the safe, strategic plan to Open Texas in response to the COVID-19 disaster; and WHEREAS, on May 12, 2020, the City Council adopted Ordinance No. 2020-31, which amended Ordinance No. 2020-24,Ordinance No.2020-25,Ordinance No.2020-26,and Ordinance No. 2020-29; and Ordinance No.2020-64-Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster WHEREAS, on May 26, 2020, the City Council adopted Ordinance No. 2020-35, which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, and Ordinance No. 2020-31; and WHEREAS, on June 9, 2020, the City Council adopted Ordinance No. 2020-38, which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, Ordinance No. 2020-31, and Ordinance No. 2020-35; and WHEREAS, on July 2, 2020, the Governor of the State of Texas issued a Proclamation, amending portions of Executive Order GA 28, and issued Executive Order GA 29 relating to the use of face coverings during the COVID-19 disaster; and WHEREAS, on July 28, 2020, the City Council adopted Ordinance No. 2020-41 which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, Ordinance No. 2020-31, Ordinance No. 2020-35, and Ordinance No. 2020-38; and WHEREAS, on September 8, 2020, the City Council adopted Ordinance No. 2020-48 which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, Ordinance No. 2020-31, Ordinance No. 2020-35, Ordinance No. 2020- 38, and Ordinance No. 2020-41; and WHEREAS, on October 13, 2020, the City Council adopted Ordinance No. 2020-53 which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, Ordinance No. 2020-31, Ordinance No. 2020-35, Ordinance No. 2020- 38, Ordinance No. 2020-41; and Ordinance No. 2020-48; and WHEREAS, on October 21, 2020, the Governor of the State of Texas issued Executive Order GA 32 relating to the continued response to the COVID-19 disaster as Texas reopens; and WHEREAS, on November 17, 2020, the City Council adopted Ordinance No. 2020-62 which amended Ordinance No. 2020-24, Ordinance No. 2020-25, Ordinance No. 2020-26, Ordinance No. 2020-29, Ordinance No. 2020-31, Ordinance No. 2020-35, Ordinance No. 2020- 38, Ordinance No. 2020-41; Ordinance No. 2020-48; and Ordinance No. 2020-53; and WHEREAS, the conditions necessitating declaration of local state of disaster continue to exist and are anticipated to continue to exist at least until January 26, 2021; and WHEREAS, the continued worldwide spread of COVID-19 presents an imminent threat of widespread illness, which requires emergency action; and WHEREAS, since November 17, 2020, the City Council and City staff have continued to evaluate the community spread of COVID-19 and have reviewed updated guidance and orders from the United States President, the CDC, the Governor of the State of Texas, Collin County, Ordinance No.2020-64-Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster Dallas County, Rockwall County and others, and the City Council has concluded that it is necessary to amend Ordinance Nos. 2020-62, 2020-53, 2020-48, 2020-41, 2020-38, 2020-35, 2020-31, 2020-29, 2020-26, 2020-25, and 2020-24 to extend the duration of the orders and regulations set forth in such Ordinances; and WHEREAS,the City Council finds that it is in the best interest of the City of Wylie,Texas, and its citizens to amend Ordinance Nos. 2020-62, 2020-53,2020-48,2020-41,2020-38,2020-35, 2020-31, 2020-29, 2020-26, 2020-25, and 2020-24 as set forth below to help abate the public health threat and to promote the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED, BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS: SECTION 1.The findings set forth above are incorporated into the body of this Ordinance as if fully set forth herein. SECTION 2. Pursuant to Section 418.018 of the Government Code, the declaration of local disaster is hereby continued. Pursuant to Sections 121.003 and 122.006 of the Texas Health and Safety Code, Section 418.108 of the Texas Government Code, Chapter 81 of the Texas Health and Safety Code and such other powers the City of Wylie may have under the City Charter and other laws, the City Council hereby adopts and approves the orders specified in this Ordinance, which shall apply throughout the City of Wylie and shall be in effect from the date of this Ordinance until 11:59 p.m. on January 26, 2021,provided, however,that the declaration and such orders may be terminated before the expiration on 11:59 p.m. on January 26, 2021 by subsequent order of the City Council, and may be continued or renewed beyond 11:59 p.m. on January 26, 2021 only with the consent of the City Council of the City of Wylie. SECTION 3. The City Council hereby finds that while in a state of disaster, there is a public purpose in maintaining the City workforce and ensuring continuity in staffing while continuing the City's services but recognizing that certain facilities and/or operations may need to be temporarily closed or suspended and/or certain personnel may encounter disaster-related events that prevent them from working at full capacity intermittently during the public health emergency. The City Council hereby authorizes the City Manager to make any staffing and compensation- related decisions necessary to adapt to the rapidly changing environment created by the public health emergency to meet the objectives stated herein and authorizes the expenditure of City funds to accommodate the same. Any expenditure of funds beyond that approved in the FY 19-20 or FY 20-21 budgets must come to the City Council for ratification at a City Council meeting, though the expenditure may be made prior to City Council ratification due to the public health emergency. SECTION 4. The City Council hereby finds that for the duration of this disaster declaration, immediate procurement directly related to the disaster may be necessary to preserve and protect public health and safety. Accordingly, the City Council hereby authorizes the City Ordinance No.2020-64-Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster Manager to purchase goods or services as necessary for ratification by the City Council at a later date as long as the procurement is in compliance with state law requirements. SECTION 5. The City Council hereby finds that a public necessity exists during the duration of this disaster to determine whether it is difficult for a quorum of the members of decision-making boards of the City to meet in person based on public health and safety concerns related to the pandemic. The City Council authorizes any member of Council, staff, and decision- making boards who is sick, or unable to attend the meeting in person, to conduct their public meetings via telephone conference pursuant to Texas Government Code Section 551.125(b)and/or the Order of the Governor of the State of Texas temporarily suspending certain provisions of the Texas Open Meetings Act, guidance received from the Texas Attorney General's Office and/or other law or order. SECTION 6. The City Council hereby authorizes the City Manager to temporarily waive any City Code regulations that are difficult or impossible to comply with during the term of this declaration of disaster as long as it is not inconsistent with state law. SECTION 7. Pursuant to Section 122.006 of the Texas Health and Safety Code, the City of Wylie is authorized to adopt rules to protect the health of persons in the City of Wylie,including quarantine rules to protect its residents against communicable disease and provide for the establishment of quarantine stations, emergency hospitals, and other hospitals. SECTION 8. The City Council hereby finds and declares that this declaration authorizes the use of all lawfully available enforcement measures. A failure to comply with the City's Emergency Management Plan, or a rule, order or Ordinance adopted under the Plan, including this Ordinance, is punishable as authorized in Section 418.173 of the Texas Government Code. This Ordinance incorporates Executive Orders GA 29 and GA 32, as they exist or may be amended, and any other Executive Orders and Proclamations regarding COVID-19 that are issued by the Governor on or after the effective date of this Ordinance. In addition, a person who violates any provision of this declaration, upon conviction, is punishable by a fine of not more than$1,000. A violation of any provision of this Ordinance shall constitute a separate violation for each calendar day in which it occurs. SECTION 9. Pursuant to Section 418.018(c) of the Government Code, the declaration shall be given prompt and general publicity and shall be filed promptly with the City Secretary. SECTION 10.Pursuant to Section 418.018(d)of the Government Code,the City of Wylie Emergency Management Plan shall remain active through the duration of this disaster declaration. SECTION 11. The City of Wylie will activate the Emergency Operations Center and will operate on an as needed basis throughout the duration of this Ordinance. Ordinance No.2020-64—Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster SECTION 12. Grocery stores, supermarkets, warehouse stores, hospitals, and medical facilities are experiencing high levels of demand for a large number of products, requiring more deliveries from manufacturers and distribution centers to serve their customers.A number of Texas cities and local associations have implemented restrictions on delivery hours to stores to mitigate truck noise and traffic. Due to the need to deliver products as quickly and efficiently as possible during this critical time frame, this Order hereby suspends all delivery hour restrictions for transport to or from any entity involved in the selling or distribution of food products, medicine, or medical supplies in City of Wylie for the next 15 days. SECTION 13. If someone in a household has tested positive for coronavirus, the household is ordered to isolate at home. Members of the household shall not go to work, school, or any other community function. SECTION 14. All City employees shall remain at home if sick. SECTION 15. All persons or groups using Parks and Recreation facilities shall follow to the extent possible the minimum recommended health protocols issued by the Texas Department of State Health Services that are applicable to such use or activity. These protocols are available at https://www.dshs.texas.gov/coronavirus/opentexas.aspx. SECTION 16. The City Council strongly encourages compliance with the following Recommendations, including social distancing, providing hand sanitizer and tissues, and increasing cleaning of commonly and frequently touched services. This Ordinance does not mandate sheltering in place.All critical infrastructure will remain operational,domestic travel will remain unrestricted, and government entities and businesses will continue providing essential services. For offices and workplaces that remain open, employees should practice good hygiene and,where feasible,work from home in order to achieve optimum isolation from COVID-19. The more that people reduce their public contact, the sooner COVID-19 will be contained and the sooner this Ordinance will expire. SECTION 17. The City of Wylie must promptly provide copies of this Ordinance by posting on the City of Wylie website. If any subsection, sentence, clause, phrase, or word of this Ordinance or any application of it to any person, structure, gathering, or circumstance is held to be invalid or unconstitutional by a decision of a court of competent jurisdiction, then such decision will not affect the validity of the remaining portions or applications of this Ordinance. SECTION 18.All provisions of the Code of Ordinances of the City of Wylie, codified or uncodified, in conflict with the provisions of this Ordinance are hereby temporarily superseded by this Ordinance for the duration of this declaration. Should any section,subsection,sentence,clause or phrase of this Ordinance be declared unconstitutional and/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. The City Council declares that it would have passed this Ordinance, Ordinance No.2020-64—Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster and each section, subsection, clause or phrase thereof, regardless of whether any one or more sections, subsections, sentences, clauses or phrases is declared unconstitutional and/or invalid. SECTION 19. Ordinance Nos. 2020-62, 2020-53, 2020-48, 2020-41, 2020-38, 2020-35, 2020-31, 2020-29, 2020-26, 2020-25, and 2020-24 shall remain in full force and effect, save and except as amended by this or any other Ordinance. All provisions of any Ordinance in conflict with this Ordinance are hereby repealed to the extent they are in conflict, but such repeal shall not abate any pending prosecution for violation of the repealed Ordinance,nor shall the repeal prevent a prosecution from being commenced for any violation if occurring prior to the repeal of the Ordinance. Any remaining portions of said Ordinances shall remain in full force and effect. SECTION 20. This Ordinance shall take effect immediately from and after its passage. This Ordinance shall be effective until 11:59 p.m. on January 26, 2021, or until it is either rescinded, superseded, or amended pursuant to applicable law. DULY PASSED AND APPROVED, BY THE CITY COUNCIL OF THE CITY OF WYLIE, TEXAS, on this 8th day of December, 2020. Matthew Porter, Mayor ATTEST: Stephanie Storm, City Secretary Date of Publication:December 16,2020 in the Wylie News Ordinance No.2020-64—Amending Ord.Nos.2020-24,25,26,29,31,35,38,41,48,53,and 62 Extending Declaration of Disaster IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: Work Session 1 Department: Planning (City Secretary's Use Only) Prepared By: Jasen Haskins,AICP Account Code: Date Prepared: November 30,2020 Exhibits: 2 Subject Hold a Work Session to discuss a potential request for a change of zoning from Neighborhood Services District (NS) to Multifamily District(MF)on 2.00 acres on Country Club Road approximately 1200' north of Brown Street. Recommendation Direction Discussion The property owner of an unplatted two-acre tract located east of the Cox Fine Floors has requested to hold a work session to discuss the potential development of a two building 24-unit apartment complex. The applicant applied for a change in zoning from Neighborhood Services to Multi-Family in July 2020. During the zoning submittal review staff identified that the site contained pre-existing access deficiencies. The subdivision regulations require all lots to provide at least 30' of street frontage. The lot is served by an existing 24' fire lane. The additional 6' width cannot be accomplished without affecting the parking layout of the existing Cox Fine Floors business(Exhibit A). A Traffic Impact Analysis(TIA)found that the project trip generation of the proposed development did not add a significant increase of traffic to the surrounding roadway network. Recommendations of the TIA were to install a"No U-Turn"sign at the median opening adjacent to the site and to install a"One-Way"sign at the median across from the existing private drive. Therefore, staffs recommendation, should proceeding with rezoning be agreeable, is for one additional access point to be provided using the adjacent property to the south and for a variance to be granted for the 24' street frontage (Exhibit B). The purpose of this work session is to determine if the development's current design fits the location,density and aesthetics for the area prior to requiring the applicant to apply for variances for the aforementioned 24' access point and negotiation with adjacent property owners for the second access point to the south. The applicant intends to build the apartment complex as by-right Multi-Family zoning district design standards. The comprehensive land use map identifies this area as being in the general urban sector and supports for high density residential development. Page 1 of 1 Page 2 of 2 P&Z Commission Discussion The Commissioners discussed various site access and land use options with the applicant. 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Pl�plfl ��� UdVIU un, . IIY ,�� ru In w uonm rwu h� yUriUlihvl rJl `�v,1v°�1I �w rl �vlw AU(Wn � ��UA� �W ........., M.had�a�u";jN11�Ipf�18SIlO�I��1�1 ( Vllllllhlll ln ,,I IIII IIII ,..... �ihiu.i{40.�����Iluiiii�i�u(l�mmill���uil��bll�i�U lvi lolum�nU��umyN> mlamHn -- evm"vb(+III III,Um�fUvllllllllll,l Ill,llllllllly°91111III ', , IAI fv1 Wylie City Council CITY OF WYLIE AGENDA REPORT Meeting Date: December 8,2020 Item Number: Work Session 2 Department: Public Works (City Secretary's Use Only) Prepared By: Tim Porter Account Code: Date Prepared: November 20,2020 Exhibits: Subject Discussion regarding results of the City of Wylie 2020 Pavement Management Services Pavement Condition Report. Recommendation Discussion On April 20,2020,City Council approved the purchase of Pavement Analysis Services from Data Transfer Solutions,LLC, in the amount of$99,390 through a cooperative purchasing contract with NCTCOG SHARE. In this agreement City staff budgeted and planned for a professional pavement assessment to provide a proactive approach to reviewing the condition of the City's roadway network and offer recommendations as to build a quantifiable and repeatable process for planning annual pavement maintenance preservation project funding. The attached report shows the results of this study and recommendations are outlined on pages 25-36. Page 1 of 1 2020 Pavement Management Services Pavement Condition Report City of Wylie, Texas October 2020 IA/ CITY OF VN WYLIE Prepared by: Data Transfer Solutions, LLC 3680 Avalon Park East Blvd., Suite 200 Orlando, FL 32828 www.dtsgis.com Odts MAKE RS OF VU E Wo k . Table of Contents 1.0 EXECUTIVE SUMMARY 1 2.0 INTRODUCTION 2 2.1 SAMPLE UNITS 4 3.0 PURPOSE 5 4.0 PROJECT SCOPE AND METHODOLOGY 6 5.0 AUTOMATED DATA COLLECTION AND EQUIPMENT 7 6.0 PAVEMENT CONDITION ASSESSMENT 13 6.1 PAVEMENT DISTRESS INVENTORY 14 6.2 PAVEMENT CONDITION INDEX(PCI) CALCULATION 16 6.3 PAVEMENT CONDITION ASSESSMENT RESULTS 19 7.0 PAVEMENT MAINTENANCE METHODS 23 7.1 PAVEMENT MAINTENANCE FUNDING 24 7.2 5-YEAR BASELINE (DO NOTHING) SCENARIO 25 7.3 5-YEAR CURRENT BUDGET SCENARIO (BEST FIRST) 26 7.4 5-YEAR CURRENT BUDGET SCENARIO (WORST FIRST) 30 7.5 5-YEAR CURRENT BUDGET ALTERNATIVE BREAKDOWN SCENARIO (BEST FIRST) 34 List of Figures Figure 1: Surface Type Distribution 3 Figure 2: Deterioration Curve Example 5 Figure 3: Deterioration Curve 6 Figure 4: DTS MAC Vehicle 8 Figure 5: Network Coverage Map 9 Figure 6: Nine-Point Calibration Site Example 10 Figure 7: Pavement Image Example 11 Figure 8: Right-of-Way Image Example 12 Figure 9: EarthShaperTM Pavement Tool Example 13 Figure 10: PCI Distribution Map 17 Figure 11: PCI Example Map 18 Figure 12:Asphalt Distress Breakdown 20 Figure 13: Concrete Distress Breakdown 21 Figure 14: Overall Pavement Condition Distribution 22 Figure 15: 5-Year"Do-Nothing"Baseline Scenario-PCI Plot 25 Figure 16: 5-Year Current Budget Scenario(Best First)-PCI Plot 26 Figure 17: 5-Year Current Budget Scenario(Best First) -Distribution of Cost per Activity 28 Figure 18: 5-Year Current Budget Scenario(Best First)-Distribution of Miles per Activity 28 Figure 19: 5-Year Current Budget Scenario(Worst First) -PCI Plot 30 Figure 20: 5-Year Current Budget Scenario(Worst First) -Distribution of Cost per Activity 32 Figure 21: 5-Year Current Budget Scenario(Worst First) -Distribution of Miles per Activity 32 Figure 22: 5-Year Current Budget Alternative Breakdown Scenario(Best First)-PCI Plot 34 Figure 23: 5-Year Current Budget Alternative Breakdown Scenario (Best First) - Distribution of Cost per Activity 36 Figure 24: 5-Year Current Budget Alternative Breakdown Scenario (Best First) - Distribution of Miles per Activity 36 List of Tables Table 1:Pavement Inspection Breakdown 1 Table 2:PCI Ranges by Percent 16 Table 3:PCI Ranges by Surface Type with Percentile 18 Table 4:Asphalt Distress Breakdown by Severity 20 Table 5:Concrete Distress Breakdown by Severity 21 Table 6:Treatments,Activities,and Costs for Asphalt Pavement Roads 24 Table 7:Treatments,Activities,and Cost for Concrete Roads 25 Table 8: 5-Year"Do-Nothing"Baseline Scenario-Total Funded Plan Cost 26 Table 9: 5-Year Current Budget Scenario (Best First) -Total Funded Plan Cost 27 Tablel0: 5-Year Current Budget Scenario (Best First) -Activities Breakdown 27 Table 11: 5-Year Current Budget Scenario (Worst First) -Total Funded Plan Cost 30 Table 12: 5-Year Current Budget Scenario (Worst First) -Activities Breakdown 31 Table 13: 5-Year Current Budget Alternative Breakdown Scenario (Best First)-Total Funded Plan Cost 34 Table 14: 5-Year Current Budget Alternative Breakdown Scenario(Best First)-Activities Breakdown 35 City of Wylie,Texas - Pavement Condition Report Page 1 1.0 Executive Summary Data Transfer Solutions,LLC(DTS)performed a pavement condition assessment for the City of Wylie, Texas to compliment and update the existing Pavement Management Plan(PMP).The data collection started in May of 2020 and was completed in June of 2020. This report provides the processes and procedures for pavement condition data collection and evaluation, assessment of the results, and maintenance recommendations for the City's maintained roadway network. The pavement condition assessment includes an automated mobile data collection, calculated Pavement Condition Index (PCI) and delivery of an ESRI file geodatabase. The assessment and conditions rating were performed in general accordance with national standards,where applicable. VUEWorks®Asset Management Software(AMS)was used to calculate the PCI. The PCI is a numerical rating of the pavement condition based on the type and severity of distresses observed on the pavement surface. The PCI value is represented by a numerical index between 0 and 100,where 0 is the worst possible condition and 100 is the best possible condition. The network PCI was determined following the American Society for Testing and Materials (ASTM) D6433-11 "Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys". The average of the road segment PCI values for the collected roads was calculated to be 80 at the time of collection. This value indicates the roadway network is generally in'Satisfactory'condition. Table 1 lists the City's roadway network system surveyed as part of this pavement condition project. Table 1:Pavement Inspection Breakdown Centerline Percent of Item Description Miles Centerline Miles 1 Asphalt Segments with PCI 28.42 11.95% 2 Concrete Segments with PCI 198.72 83.55% 3 Not Collected-Construction 0.12 0.05% 4 Not Collected-Does Not Exist 7.48 3.14% 5 Not Collected-Inaccessible 3.07 1.29% 6 Not Collected-Unsurfaced 0.05 0.02% Total 237.86 100% City of Wylie,Texas - Pavement Condition Report Page 2 2.0 Introduction A pavement condition survey was conducted from May of 2020 to June of 2020 on 237.86 centerline miles. A Mobile Asset Collection (MAC) vehicle was used to collect street-level right-of-way (ROW) and pavement images. Pavement images were used to determine street segment pavement conditions while the street level ROW images were used to identify area distresses. The results of this analysis of the roadways were used to develop multiple budget scenarios in VUEWorks®AMS and evaluate the maintenance needs of the City's roadway network. Roadway networks are usually divided into four pavement surface types: Asphalt Concrete (AC), Portland Cement Concrete (PCC),Brick(BR),and Unsurfaced (UNS).The distribution of the roadway network by surface types in the City is displayed in Figure 1. These types of roads account for the entirety of the collected roadway network,with approximately 227.14 centerline miles (95.49%) of surveyed roadway. Approximately 10.72 centerline miles (4.51%) of roadway were unable to be collected (Table 1 lists the inspection breakdown). The pavement condition survey included a set of pre-defined parameters to develop both a segment and network level index (number) that correlates to existing pavement surface conditions. This project used the ASTM D6433-11'Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys'pavement condition analysis method to determine the road segment and network PCI. The ASTM D6433-11 method covers the process of quantifying pavement conditions and identifies pavement distress types, distress extent measurements, and distress severity. ASTM D6433-11 outlines the method of PCI value calculation. This project used VUEWorks® AMS for calculating the PCI value and analyzing the network PCI ranges, setting maintenance procedures and associated costs, developing budgets, and planning projects to meet the City's pavement maintenance requirements. City of Wylie,Texas -Pavement Condition Report Page 3 City of Wylie, TX Surface Type Distribution 41/4 2, ' , atiiii WA..., ' .4„.„ . n ••:-ftir le2.- ___-_-----?"7. . - 2 q fali 3. 4 ',; s:a i•s 1 d 0'1 1 r w,ii, i i ;i 1.- ati 1/4 -' I •a 4 ;� y:� Legend , _ . . . 1111 y In .. _.. .,.. . Pcc ti per ' Figure 1:Surface Type Distribution City of Wylie,Texas - Pavement Condition Report Page 4 2.1 Sample Units The ASTM D6433-11 procedure outlines how the road network is divided into sections and sample units; first identifying the branches of the pavement with different uses, then dividing each branch into sections based on pavement design, construction history,traffic,and condition. These sections are then divided into sample units that are approximately 2,600 square feet in size. The number of sample units to be inspected within each section may vary based on the following options: all the sample units in the section,a number of sample units that provides a 95%confidence level,or a lesser number. DTS typically follows the 95% confidence level method for a cost-efficient representation. Once the number of sample units to be inspected has been determined, the spacing interval of the units is computed using systematic random sampling. Samples are spaced equally throughout the section with the first sample selected at random,at least 100 feet from the intersection.The samples surveyed within the City of Wylie consisted of approximately 83.51 centerline miles, comprising 35.11%of the total network. DTS believes this sampling method provides the most economical representation of the 237.86 centerline miles of pavement conditions within the City of Wylie. This approach has been used as a national standard for over 40 years to provide adequate representation of the roadway without the need to expend excessive time and money to evaluate 100% of the roadway. Based upon the national standards,the first survey sample is typically not located within 100 feet of an intersection for multiple reasons. Intersections often contain specific distresses that are not observed throughout the remainder of the pavement section and would not represent the condition of the overall section. Intersections also receive traffic from both directions along with severe turning and stopping movements that are not indicative of the traffic in most of the pavement section. As a result,specific and localized maintenance may be required for the intersections. It is important to note that the PCI method is designed as a network-level analysis for the overall condition of pavement sections and is not intended to provide the information required to make detailed maintenance decisions. DTS recorded and provided images for all intersections; therefore, distress and condition ratings can be extracted from the images in the intersections upon specific request. City of Wylie,Texas -Pavement Condition Report Page 5 3.0 Purpose The purpose of this report is to describe the tools, processes and procedures used to collect and analyze the pavement condition data as well as provide a summary of the results obtained from calculating each segment's PCI using VUEWorks®AMS. A pavement begins to deteriorate from the day it is constructed. Many factors affect the deterioration rate, such as the traffic loads, climatic conditions, age, material durability, damage caused by poor drainage and construction factors. These factors cause the deterioration rate to be different for every pavement section. In order to manage a large pavement network,"family performance curves"were developed from available data to represent the expected performance of like roadways and to help determine optimal times to apply preventive and rehabilitation treatments.In order to develop more accurate curves,periodic evaluations of the pavement condition must be performed to gain a realistic representation of condition versus age of the pavement network. The graph in Figure 2 provides an example deterioration curve that represents the exponential deterioration of a typical pavement. As shown in the graph, the initial deterioration of the pavement is at a slow rate and, after approximately 40% to 50% of a pavement's service life, the pavement rapidly deteriorates. Understanding the condition and age at which this rapid drop in condition occurs is very valuable in determining the optimal time for maintenance. This philosophy is the basis for good pavement management. The purpose for this condition evaluation is to better understand the value in preventive maintenance versus reactive maintenance,which is often at a much higher cost. Typical Pavement Deterioration Curve ioo- St FOR ES SAT35FACTORY PR ESE RVATIOI1 O HERE -0 70- FA:R 0 5a POOR E 4C- SIGNIFICANT DROP IN CONDITION ELIMINATES OR DELAYS 2;- PTO S10 FOR REMB OR RECONSTRUCTION SMALL%OF HERE • _a- PAVEMENT LIFE Time Figure 2:Deterioration Curve Example The industry standard is to assess pavements every three to five years. More frequent assessments will likely not indicate significant changes in the condition since most pavements are anticipated to deteriorate two to five points per year. Assessments that take place more than five years apart will likely miss critical changes and not provide adequate data to define points in the curve where City of Wylie,Texas -Pavement Condition Report Page 6 preventive maintenance is best applied. DTS recommends assessments every three years for networks greater than 500 miles. Each road segment's construction date, and in turn its percent (%) life used, was back-calculated based upon its current PCI rating and the VUEWorks® asphalt deterioration curve. Every road segment's PCI value is anticipated to deteriorate according to this curve until pavement maintenance work is performed. The VUEWorks®deterioration curves are based on the assumption of a 40-year life for asphalt roads and 50-year life for concrete. 80 •• ■ •• 70 • • 60 •, • • • 50 • 40 0, • 30 • • • • 20 • • 10 • - 0 0 9 18 27 36 45 54 63 72 81 90 99 Figure 3:Deterioration Curve 4.0 Project Scope and Methodology The overall project scope of work included the six tasks outlined below: • Verify the City's road network • Mobile image data collection • Pavement Condition Index (PCI) • Import pavement condition data to VUEWorks® • Pavement condition final report • Pavement maintenance optimization City of Wylie,Texas -Pavement Condition Report Page 7 5.0 Automated Data Collection and Equipment In order to determine the general distress characteristics of each roadway segment, DTS utilized a MAC vehicle, displayed in Figure 4, to collect street-level ROW imagery and downward pavement imagery.The MAC vehicle utilized a Class 1 device as defined by the specifications. DTS MAC vehicles combine multiple engineered technologies to collect real-time pavement data, ROW data and images at posted speed limits.This effectively eliminates the need to place pavement inspection technicians in the field in close proximity to vehicle traffic. Some MAC vehicle components include: Navigation System • International Measure Unit(IMU): Generates a true representation of vehicle motion in all three axes; produces continuous,accurate position and orientation information • Position and Orientation Computer System: Enables raw GPS data from as few as one satellite to be processed directly into the system,to compute accurate positional information in areas of intermittent, or no GPS reception • GPS Receivers: Provide heading aiding to supplement the inertial data • GPS Antennas: Generate raw observables data • Sub-meter accuracy: Rated to get 0.3 m accuracy in the X, Y position and 0.5 m in the Z position Distance Measuring Indicator(DMI) • Allows for collection of high-resolution imagery at posted speeds. DMI computes wheel rotation information to aid vehicle positioning. Cameras • High-definition cameras with precision lenses allow for accurate asset extraction and videolog recording • Frame rate: 15 images per second,with 1936 x 1456 color resolution Pavement Imaging System • Two line-scan cameras and lasers configured to image 4m transverse road sections with 1 mm resolution (4000 pixel) at speeds that can reach 100 km/h • Allows fully illuminated pavement image collection even in heavy shadow/canopy areas City of Wylie,Texas - Pavement Condition Report Page 8 //T, iur !aw .4 x ilk I 1 x .r .. y v , wI -----------------------:TA A� .yw.,IwiY-lam/i 6 1 . . . *f: 6 - __ . _ . , . . Figure 4:DTS MAC Vehicle Downward-facing pavement images were used in quantifying distress type, severity and extents present on segments of road. The resolution of the imagery allows for distresses to be easily identified and measured during the analysis portion of the contract. Mobile image collection of the City's roadway network was accomplished through coordination with the City's staff. Efforts associated with the mobile image collection included review of client GIS street centerline file, route planning based on GIS street centerline, and coordination of existing construction projects along the City's streets. All MAC image collection routes were reviewed by both DTS and the City's staff to assure all streets attained complete image coverage. This effort was accomplished by reviewing a GIS shapefile of the MAC daily GPS point associated to each image collected overlaid on the GIS street centerline file, as displayed in Figure 5. The DTS MAC vehicle collected pavement and ROW images every 25 feet along each street segment. City of Wylie,Texas - Pavement Condition Report Page 9 City of Wylie, TX Network Coverage !b �i .;'. ;�' e�6 bbb w beAa bewa b4O $O � ' Lego r•-• 8 ii `' 1 } r 88°••O ,d ocOOO a 8 P.r l •ac..e.Wt°fl.000�B Cy M S -�=li, O® O .. I : w Po W q,' °o°° m ® C. m m �,. 0 0°° aa% 8? ., ^aa888888888888888c • 000 .: 0 0 - ® 8 ., m °J X .r °000 0 0°0°8888i,88888•:',9 6,'w w o, °000 00 °86,eo: :88888. :88888 888888. :$8888 1 00 , o" o°o° �. I E I W -� a .0• FFF 0. ,,,S‘ I g ,,---•• . _ r P•A! • m �` mt 1 g r m 8 q <b 0 W �. '= =.7y,,,,e9ss,ns�9°388° ® 8 �0000 for.-,a6O- p 1` r F 1 Legend s1. L'8eaeas9 ,:0 :4 0 co o°o° o Van Tracks li ) 80 m Street Segments q� ° ° �SfY$PoS°8o°o°Buo°o 1 9 p o Figure 5:Network Coverage Map DTS MAC image collection included a daily check of the on-board systems. This vehicle component check consisted of a calibration site survey of a nine-point grid in state plane coordinates, as displayed in Figure 6. Each morning and afternoon, before and after a day's image collection, the MAC vehicle drove over the surveyed location. The MAC technician then extracted each point's location to verify the location of the point extracted was within approximately three feet of the surveyed points. DTS' QA/QC manual includes additional details regarding MAC quality control procedures. City of Wylie,Texas - Pavement Condition Report Page 10 Or m a T ige ,. 'X ., . . . , . ,„ .. .. 1., 1 i, . ,.,. . . 04. • -ii, ,,,, / _ .., . 1 ki ''''i . Oak „ k i .t 'II:. g Albilt . Pe_4,/, ■ # r • • . . Aro . Ai,. fr: illi V % dik 0,f ' re 4.; vic( f.' ,, ,_ . _ • _ . . ,. ti _ _ r ...„.._..,. ., , % . .. i-___Iiiiiiii , \ . ,a - Figure 6:Nine-Point Calibration Site Example Each day's image and road data collection were recorded on a MAC server and backed up to an external hard drive. The external hard drives were mailed back to DTS'project office where the data was placed on a production server for post-processing of images and data, quality control review, and pavement distress inventory. City of Wylie,Texas -Pavement Condition Report Page 11 ti ' y .4:i Z li • ��;gg;$$((��55i Ey• , '` .i ,4 ";, •b: £`,. hat- . A ga" 5 " t � s" fir.• • • • ''•`sue - ? r} ' .. l _ . -_ • Figure 7:Pavement Image Example ROW images were also collected as part of this contract. Figure 8 displays an example of a ROW image. The MAC vehicle was configured with a four-camera setup;three forward-facing cameras and one rear-facing camera. The images were captured at roughly 25-foot intervals and were postprocessed using collected inertial and GPS data.This allowed for more accurate asset extraction to be completed. City of Wylie,Texas - Pavement Condition Report Page 12 4 ,Y '46-1/4 .•ter - - ,y, - - _ - � � rc ._. _ N IP ".'.."........ir... / eat ___. ...... _ __ __ „...„ _. ... Rc 40 , Figure 8:Right-of-Way Image Example The automated data collection effort for the City of Wylie roadway network began in May of 2020 and was completed in June of 2020. City of Wylie,Texas -Pavement Condition Report Page 13 6.0 Pavement Condition Assessment The MAC GPS, IMU, DMI, and ROW imagery is post-processed daily. A project data dictionary that includes all distress types and allowable severities was created after coordination with the City. This data dictionary is provided to trained pavement condition technicians who utilize DTS'spatial image analysis software EarthShaperTM to analyze and digitize pavement distress types, extents and severities as a point, line and/or polygon, displayed in Figure 9. Depending on the distress type measurement required by the project data dictionary, each distress was digitized, recorded in the pavement condition database and associated to the road section that was surveyed.In addition,each road section's total type, severity and extent of distresses was calculated. e. . m r.1,.y xr L!rr.+io. - I 1 :jar • 41 �I.w4M GA •ti.• II s.r.0•r w .•..k f..4A . SAKI f.Men r � �w...ru u. adme bR4.n.n .-.._ 04em sf.eq ex..w.t c.+++l ww Figure 9:EarthShaper'"Pavement Tool Example This method of pavement distress inventory provides a quantifiable and repeatable process for the City to use in future MAC image collection projects. Each road segment, in conjunction with the pavement and ROW imagery,allows pavement engineers to review each pavement technician's data, allowing for an open quality control process. After completion of distress identification and analysis,the City's roadway network distress data was then imported into VUEWorks®AMS where the PCI was calculated. City of Wylie,Texas - Pavement Condition Report Page 14 6.1 Pavement Distress Inventory A pavement distress inventory consists of identifying specific pavement surface distress types that are associated with the degradation of a pavement surface due to traffic loads,environmental factors, lack of maintenance and other anthropogenic or natural occurrences. The distress type is then assigned a severity rating(low/moderate/high),and the extents of the distress type and severity are recorded.For this project,the pavement distress types,severity definitions and measurements were inventoried utilizing the ASTM D6433-11 method of pavement condition assessment for both AC and PCC pavements.The inspections covered 100%of the length of a sample for the outside lane of travel and,for roads with three or more lanes,the inspection covered the outside and the inside lane.Those roads were inspected utilizing the ASTM D6433-11 sampling approach (completed for both directions of travel). Definitions (units of measure) • AC Bleeding & Pumping (ft2) represents excessive use of bituminous binder in the asphalt mix. • AC Fatigue (Alligator) Cracking (ft2) is associated with fatigue due to traffic loading and visually looks as interconnected cracks forming small pieces ranging in size from about 1"to 6"typically in the wheel path. • AC Block Cracking(ft2) usually intersect at nearly right angles and range from one foot to 10' or more across. The closer spacing indicates more advanced aging caused by shrinking and hardening of the asphalt over time. • AC Edge Cracking (ft) is parallel to and usually within 1.5 feet of the outer edge of the pavement.This distress is accelerated by traffic loading and can be caused by frost-weakened base or subgrade near the edge of the pavement. • AC/PCC Lane/Shoulder Drop-off(ft) is a difference in elevation between the pavement edge and the shoulder. This distress is caused by shoulder erosion, shoulder settlement, or by building up the roadway without adjusting the shoulder level. • AC Linear Cracking(trans/long) (ft) typically occurs in overlays where the crack is reflected through the overlaying asphalt surface. • AC Patching (ft2) is an area of pavement that has been replaced with new material to repair existing pavement. • AC Potholes (count) are small, usually less than 30 inches in diameter, bowl-shaped depressions in the pavement surface. Generally,have sharp edges and vertical sides near the top of the hole. • AC Raveling & Weathering (ft2) is loss of pavement material from the asphalt surface. Typically raveling is caused by stripping of the bituminous film from the aggregate or hardening of asphalt due to aging. Poor compaction,especially in cold weather construction, or insufficient asphalt content are also causes of raveling. • AC Slippage Cracking(ft2) are crescent of half-moon shaped cracks,usually transverse to the direction of travel. They are produced when braking or turning wheels cause the pavement to slide or deform. • AC Rutting(ft2) is a surface depression in the wheel paths. • PCC Corner Break(slab count) is a crack that intersects the joints. Load repetition combined with loss of support and curling stresses usually cause corner breaks. • PCC Divided Slab (slab count) is when a slab is divided into four or more pieces due to overloading,or inadequate support. City of Wylie,Texas -Pavement Condition Report Page 15 • PCC Durability "D" Cracking (slab count) is caused by freeze-thaw expansion of the large aggregate,which gradually breaks down the concrete. Usually appears as a pattern of cracks running parallel and close to a joint or linear crack. • PCC Joint Sealant Damage (slab count) is any condition that enables soil or rocks to accumulate in the joints or allows significant water infiltration. • PCC Linear Cracking (trans/long) (slab count) divide the slab in two or three pieces and are usually caused by a combination of repeated traffic loading, thermal gradient curling and repeated moisture loading. • PCC Patching,Large/Utility Cut(slab count) is an area where the original pavement has been removed and replaced by new pavement. • PCC Patching, Small (slab count) is an area where the original pavement has been removed and replaced by filler material. • PCC Polished Aggregate (slab count) is caused by repeated traffic applications. There are no rough or angular aggregate particles to provide good skid resistance. • PCC Popouts (slab count) is a small piece of pavement that breaks loose from the surface due to freeze-thaw action, combined with expansive aggregates. Usually range in diameter from 1 to 4 inches and in depth from 1/a to 2 inches. • PCC Punchout (slab count) is a localized area of the slab that is broken into pieces. This distress is caused by heavy repeated loads, inadequate slab thickness, loss of foundation support or localized concrete construction deficiency. • PCC Scaling/Map Cracking/Crazing (slab count) is a network of shallow, fine or hairline cracks that extend only through the upper surface of the concrete. Usually caused by concrete over-finishing and may lead to scaling,which is the breakdown of the slab surface to a depth of 1/4 to 1/z in. • PCC Shrinkage Cracks (slab count) are hairline cracks usually less than 6 feet long and do not extend across entire slab. They are formed during the setting and curing of the concrete and do not extend through the depth of the slab. • PCC Spalling, Corner (slab count) is the breakdown of the slab within 1.5 feet of the corner. Usually caused by traffic loading or infiltration of incompressible materials, weak concrete and/or water accumulation and freeze-thaw action. • PCC Spalling,Joint(slab count) is the breakdown of the slab edges within 1.5 feet of the joint. Usually caused by traffic loading or infiltration of incompressible materials, weak concrete and/or water accumulation and freeze-thaw action. City of Wylie,Texas -Pavement Condition Report Page 16 6.2 Pavement Condition Index (PCI) Calculation Each Road segment's PCI was calculated utilizing VUEWorks®AMS.This AMS is based on the ASTM D6433-11 method of calculating a road segment's PCI value using the pavement inventory database and ASTM D6433-11 deduct curve. With a completed pavement condition inventory database, DTS imported the road segment, inspection, sample and distress information into the AMS, where the PCI was calculated. ASTM D6433-11 is based on a 0 to 100 rating scale where 0 represents a failed roadway condition and 100 represent an excellent roadway condition. Table 2 lists the City's custom PCI range categories, condition description and percent of the network in each range category and Figure 10 displays the PCI distribution throughout the City. Figure 11 below displays a zoomed-in example of PCI scores in the City of Wylie. Table 2:PCI Ranges by Percent Pavement Condition Percent of Condition Index Centerline Miles (PCI) Range Description Network 86-100MIP111.111- 131.34 57.82% 71-85 Satisfactory 64.40 28.35% 56-70 Fair 17.25 7.59% 41-55 Poor 6.12 2.70% 26-40 Very Poor A 5.95 2.62% 11-25 Serious 2.07 0.91% 0-10 Failed 0 0% Total 227.14 100% City of Wylie,Texas -Pavement Condition Report Page 17 City of Wylie, TX PCI Distribution Map J Cox , a -Lay- I'-r Le CI ,p, r. ,,,',1; - ',Li,-.,4„A.T.A.:....:.4=._,..-L h...=.,'pj..--:: • ..w_:5 . ,...., A [, l ""� _4a, - � '$ - . "a - $• t`e - I t .T �w S"y�, tea- _ ' ' • o 4 1.} - ••• -II ICJ F r .,; 4i6 1.- r i - 4 ,,, c, i -,* ,,h ' 0'4 1l • .. r ' r L ,ram Legend 1 - Good ]m '�1..a 9 l,— .«�' 4 r -.. '' -r`� Satisfacto f. .kz _, fr;''}1 .i! a44';,.i"L }=4 -. '-. • Fair , L :eaH ikt ,, ,p .. e;' •A 4..! Poor < p '' '- `S -tea -s --4`.�'�01 Very Poor l - .'f . :!-.' ,i.- _ '.---..:s� aitil i. n7 tie i.': 7,4 Serious r ,''1Fts % � !Atli, yh Failed Figure 10:PCI Distribution Map City of Wylie,Texas - Pavement Condition Report Page 18 City of Wylie, TX PCIII Example Map NI YS 73 q 78 h 83 37 71 a3 6. L. &n v� 38 J f 50 ei?/ 47 76 e. rE'e 49 Aq'; 4 1> 35 / 87 :e I 57 37 o, 83 7s ^� 40 Legend � 66 0 �— ti Good ^: • Satisfactory 82 47 Fair h Poor N N 29 F2 _ 50 Very Poor + Serious Failed I Figure 11:PCI Example Map Table 3 lists the PCI range categories, condition description and percent of the network in each PCI range category based on the City's surface type. Table 3:PCI Ranges by Surface Type with Percentile City of Wylie,TX Roadway Network by Surface Type Good Satisfactory Fair Poor Very Serious Failed Poor (86-100) (71-85) (56-70) (41-55) (26-40) (11-25) (0-10) Total Asphalt 3.62% 4.49% 2.35% 1.13% 0.90% 0.02% 0% 12.51% Concrete 54.21% 23.86% 5.24% 1.56% 1.72% 0.90% 0% 87.49% Total 57.82% 28.35% 7.59% 2.70% 2.62% 0.91% 0% 100% City of Wylie,Texas -Pavement Condition Report Page 19 The PCI value for each road segment can be viewed in the City's geodatabase.The average of the road segment PCI values for the collected roads was calculated to be 80 at the time of collection.This value indicates the roadway network is generally in`Satisfactory'condition. 6.3 Pavement Condition Assessment Results The roadway network consists of 237.86 centerline miles of roadway. Table 1 lists the distribution of the current roadway network by surface type and outlines the number of miles that were able to be collected and analyzed, as well as the number of miles that were not able to be collected. Approximately 10.72 centerline miles of segments were not collected due to the segment not existing, being unsurfaced,construction, or the segment not being accessible. Figure 12 and Table 4 display the breakdown of the types of distresses for asphalt and Figure 13 and Table 5 display the breakdown of the types of distresses for concrete. City of Wylie,Texas -Pavement Condition Report Page 20 Asphalt Distress Breakdown 1.39% 0.28% 7.45% Y1AC Block Cracking oAC Edge Cracking • I0.52°Jh6 MAC Fatigue / r 36.60% :ACC Linear Cracking MAC Patching MAC Raveling 42.35% MAC Weathering 0.16% 1.27°0 M Other Figure 12:Asphalt Distress Breakdown Table 4:Asphalt Distress Breakdown by Severity Asphalt Distress Breakdown by Severity Type severity LOW MODERATE HIGH AC Block Cracking 0.28% 0% 0% AC Edge Cracking 6.04% 1.25% 0.16% AC Fatigue 8.22% 2.26% 0.04% AC Jt.Reflection Cracking 1.06% 0.01% 0% AC Lane/Shoulder Dropoff 0.16% 0.06% 0.09% AC Linear Cracking 40.74% 1.60% 0% AC Patching 1.10% 0.17% 0% AC Raveling 0% 0.09% 0.07% AC Weathering 33.84% 2.76% 0% City of Wylie,Texas -Pavement Condition Report Page 21 Concrete Distress Breakdown 0 4.14% 3.28% o PCC Corner Breaks 5.62/0� 0.48% W PCC Divided Slab 1.90% I 8.28% v PCC Joint Seal Damage W PCC Linear Cracking 40.28% IllPCC Patching, Large/Utility Cuts&Small 36.02% u PCC Scaling/Cracking/Crazing v PCC Spalling,Corner&Joint U Other Figure 13:Concrete Distress Breakdown Table 5:Concrete Distress Breakdown by Severity Concrete Distress Breakdown by Severity Type severity LOW MODERATE HIGH PCC Corner Breaks 3.96% 0.17% 0.01% PCC Divided Slab 1.97% 1.30% 0.01% PCC Joint Seal Damage 27.42% 12.14% 0.72% PCC Linear Cracking 35.48% 0.48% 0.06% PCC Patching,Large/Utility Cuts 1.54% 0.02% 0% PCC Patching,Small 0.34% 0% 0% PCC Popouts 0.45% 0% 0% PCC Scaling/Cracking/Crazing 0.39% 0.09% 0% PCC Shrinkage Cracks 5.17% N/A N/A PCC Spalling,Corner 1.68% 0.41% 0.05% PCC Spalling,Joint 4.68% 1.40% 0.07% City of Wylie,Texas -Pavement Condition Report Page 22 Figure 14 represents the overall pavement condition distribution based on centerline miles. Overall Pavement Condition Distribution 70 60 50 a a 40 a `a j• 30 20 10 0 - n n 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Pavement Condition Index(PCI) Figure 14:Overall Pavement Condition Distribution City of Wylie,Texas - Pavement Condition Report Page 23 7.0 Pavement Maintenance Methods The specific activity to perform on each road depends upon the pavement distresses observed. The following pavement maintenance and preservation methods are currently performed on the City's roadways. Crack Sealing Sealing and filling asphalt AC pavement cracks is a common road maintenance activity. Specialized materials are placed into or above cracks to prevent the intrusion of water and incompressible material into the cracks and to reinforce the adjacent pavement.This type of distress treatment will address alligator cracking,longitudinal/transverse cracking and block cracking. Reclamite Rejuvenation Rejuvenating agent is formulated from petroleum maltenes to prolong the life of asphalt pavements. It provides a simple,one-step method for restoring and preserving plasticity and durability in asphalt and it is remarkably effective for extending the life of newly constructed pavement and for corrective maintenance on deteriorated pavements. Panel Replacement Panel replacement is defined as a single slab to be replaced in kind. Slab replacement involves the full-depth, full lane width removal of a severely deteriorated concrete slab and replacing it with an appropriate repair material that meets the design life and opening-time demands of the project. Milling and Overlay Milling of the road's surface is required to remove distresses that extend into the pavement. Asphalt overlay is a plant-mixed combination of asphalt cement and aggregate applied to the pavement in thicknesses usually between 1.5 inches and 2 inches for thick overlay and 0.625 inch and 1.125 inches for thin overlay. This type of rehabilitation will address alligator cracking, longitudinal/transverse cracking,raveling/weathering,friction loss,roughness,bleeding,block cracking and rutting. Full Depth Reconstruction Full depth reconstruction consists of the complete removal of an existing asphaltic or concrete pavement, base re-work and new pavement structure construction. Typically, this method of pavement rehabilitation is used on excessively deteriorated roads with high severity distresses for a majority of the roadway extents. Additional analysis is typically required for a full depth rehabilitation including full depth pavement coring,traffic loading analysis and storm water drainage analysis. City of Wylie,Texas - Pavement Condition Report Page 24 7.1 Pavement Maintenance Funding Various five-year pavement maintenance program scenarios were conducted for the City's asphalt and concrete roads.VUEWorks® AMS was used to determine the required budget levels needed to maintain and improve current conditions.The analyses included: 1. 5-Year Baseline Scenario: no budget was allocated to see how the network will deteriorate over 5 years with no work. 2. 5-Year Current Budget Scenario (Best First):using the City's current pavement budget of $1.6M/year for five years to perform maintenance to those roads at the highest PCI level first. 3. 5-Year Current Budget Scenario (Worst First): using the City's current pavement budget of$1.6M/year for five years to perform maintenance to those roads at the lowest PCI level first. 4. 5-Year Current Budget Alternative Breakdown Scenario (Best First):using an alternative breakdown of the City's current pavement budget of$1.6M/year, 60% to preservation and rehabilitation, and 40% to reconstruction for five years to perform maintenance to those roads at the highest PCI level first. As part of this project, the City provided a list of current treatments types used within their preservation, rehabilitation and reconstruction work. The list included the cost for each treatment type per square yard. This inventory of the City's current activities,budgets,conditions and decision matrices was compiled and reviewed as part of this analysis. Tables 6 and 7 list the treatment activities and costs that were entered in the VUEWorks® AMS and used in the budget analyses for asphalt and concrete roads respectively. Table 6:Treatments,Activities,and Costs for Asphalt Pavement Roads StYer Treatment Cos PCI nt Activity Treatment Impact Range Preservation Local Repair Crack Seal $0.50 10 Points 85 -95 Preservation Surface Seal Rejuvenator $1.40 15 Point 75 -84 Minor Mill and Rehabilitation Rehabilitation Overlay $9.00 90 Fixed 55 - 74 Mill and Rehabilitation Major Rehabilitation Overlay(30% $40.00 90 Fixed 40 - 54 Patching) Full Depth Reconstruction Reconstruction Reconstruction $85.00 100 Fixed 0-39 City of Wylie,Texas -Pavement Condition Report Page 25 Table 7:Treatments,Activities,and Cost for Concrete Roads Stl Per Treatment Cos PCI nt Activity Treatment Impact Range Major Panel Rehabilitation Rehabilitation Replacement $59.00 25 Points 40- 75 30% Reconstruction Full Reconstruction Full Depth $80.00 100 Fixed 0 -39 Reconstruction VUEWorks®AMS was also used to model the existing condition data and develop the deterioration curve displayed in Figure 3. The road segment's PCI value is anticipated to deteriorate according to this curve until pavement maintenance work is performed. Based upon the average PCI value of 72 for the existing network, each scenario will start the plot with the adjusted PCI based upon the first year of treatments and deteriorate based upon future treatment and projected deterioration of the untreated road segments. 7.2 5-Year Baseline (Do Nothing) Scenario If no work is performed over the next five years,this PCI rating is expected to decrease from a 79 to a 70 in 5 years. Figure 15 and Table 8 display the PCI and costs, respectively, in a "Do Nothing" scenario. 5-Year Baseline Plot 100 95 N 90 E 85 79 S0 • 75 72 75 70 70 R 65 K 60 55 A 50 V 45 G 40 35 30 C 25 20 2021 2022 2023 2024 2025 Year Figure 15:5-Year"Do-Nothing"Baseline Scenario-PCI Plot City of Wylie,Texas -Pavement Condition Report Page 26 Table 8:5-Year"Do-Nothing"Baseline Scenario-Total Funded Plan Cost Year Avg.PCI Cost Miles 2021 79 $0.00 0 2022 77 $0.00 0 2023 75 $0.00 0 2024 72 $0.00 0 2025 70 $0.00 0 In the"Do Nothing" scenario,the overall network PCI is projected to decrease to 70 by 2025. In this scenario, the City's road segments would not receive any treatment and the funding level would be zero for the entire period. 7.3 5-Year Current Budget Scenario (Best First) The five-year budget scenario (best first) was set up to use the City's recommended budget of$1.6 million per year for road maintenance. This scenario is targeting the roads in better condition first (highest PCI value). In addition, $1,000,000 of the budget was allocated to asphalt roads, and $600,000 to concrete roads. Figure 16 and Table 9 display the average PCI and total funded costs, respectively, in a "5-Year Budget" scenario and Table 10 lists the treatment activities with the required costs and miles. 5-Year Current Budget(Best First) 100 95 86 87 N 90 84 86 86 E 85 _ T 80 W 75 70 fi 65 K 60 55 A 50 V 45 G 40 35 30 C 25 _ 20 - 2021 2022 2023 2024 2025 Year Figure 16:5-Year Current Budget Scenario(Best First)-PCI Plot City of Wylie,Texas - Pavement Condition Report Page 27 Table 9:5-Year Current Budget Scenario(Best First)-Total Funded Plan Cost Year Avg.PCI Cost Miles 2021 84 $1,596,448.60 22.12 2022 86 $1,594,462.15 14.49 2023 86 $1,590,659.75 5.33 2024 86 $1,594,409.85 4.14 2025 87 $1,587,076.35 3.47 Tablel0:5-Year Current Budget Scenario(Best First)-Activities Breakdown 2021 Activity Total Cost Total Percentage of Total Percentage of Total Miles Cost 1 Miles 1.1 Preservation $215,142.381 15.25 13.48% 68.95% Rehabilitation $1,381,306.22 6.87 86.52% 31.05% Reconstruction $0 0 0% 0% 2022 millminii Preservation $88,387.30 12.02 5.54% 82.99% Rehabilitation $1,501,836.56 2.46 94.19% 16.98% Reconstruction $4,238.30 0 0.27% 0.03% 2023 Preservation $27,932.29 3.63 1.76% 68.15% Rehabilitation $978,036.56 1.26 61.49% 23.59% Reconstruction $584,690.90 0.44 36.76% 8.26% Preservation $22,185.47 2.71 1.39% 65.32% Rehabilitation $594,590.55 0.57 37.29% 13.86% Reconstruction $977,633.84 0.86 61.32% 20.82% 2025 Preservation $19,263.66 2.17 1.21% 62.47% Rehabilitation $598,885.62 0.56 37.74% 16.02% Reconstruction $968,927.07 0.75 61.05% 21.51% Figure 17 displays the distribution of costs per activity and Figure 18 displays the distribution of miles per activity. City of Wylie,Texas -Pavement Condition Report Page 28 Distribution of Cost per Activity $1,600,000 $1,400,000 ' $1,200,000 ' ■2021 $1,000,000 2022 $800,000 2023 <600,000 2024 2025 $400,000 $200,000 ' 111 , $0 Preservation Rehabilitation Reconstruction Figure 17:5-Year Current Budget Scenario(Best First)-Distribution of Cost per Activity Distribution of Miles per Activity 16 14 111 12 ■2021 10 2022 M ' 8 2023 6 2024 2025 4 2 Preservation Rehabilitation Reconstruction Figure 18:5-Year Current Budget Scenario(Best First)-Distribution of Miles per Activity City of Wylie,Texas -Pavement Condition Report Page 29 Synopsis: The overall network PCI would slightly increase from an approximate 84 in 2021 to 87 in 2025 if the City utilized their current budget of $1,600,000 per year using the Best First methodology and a budget breakdown of$1,000,000 for Asphalt and $600,000 for Concrete. In this scenario, the city's street segments with the highest PCI values would be targeted first within each category of treatment; hence the best rated roads within each category would be selected, ignoring the most critical roadways for rehabilitation and reconstruction.The advantages of this scenario are that more streets can receive treatment,and the good to fair condition roads will be improved and maintained in this level. The negative to this approach is that very few of the very poor and serious condition roads will be treated and more of the roads requiring rehabilitation would deteriorate into the reconstruction category. City of Wylie,Texas -Pavement Condition Report Page 30 7.4 5-Year Current Budget Scenario (Worst First) The five-year budget scenario (worst first)was set up to use the City's recommended budget of$1.6 million per year for road maintenance. In Contrast to the best first methodology, this scenario is targeting the roads in worst condition first (lowest PCI value). Like the best first methodology, $1,000,000 of the budget was allocated to asphalt roads, and $600,000 to concrete roads. Figure 19 and Table 11 display the average PCI and total funded costs, respectively, in a "5-Year Budget" scenario and Table 12 lists the treatment activities with the required costs and miles. 5-Year Current Budget(Worst First) 100 . 95 N 90 85 E S1 81 go 79 79 T 80 : • • • W 75 0 70 R 65 : K 60 = - - - 55 A 50 V 45 G 40 35 P 30 C 25 20 2021 2022 2023 2024 2025 Year Figure 19: 5-Year Current Budget Scenario(Worst First)-PCI Plot Table 11:5-Year Current Budget Scenario(Worst First)-Total Funded Plan Cost Year Avg.PCI Cost Miles 2021 81 $1,598,978.49 2.14 2022 81 $1,596,587.98 1.95 2023 80 $1,597,013.52 1.94 2024 79 $1,599,686.68 1.97 2025 79 $1,599,341.82 1.77 City of Wylie,Texas - Pavement Condition Report Page 31 Table 12:5-Year Current Budget Scenario(Worst First)-Activities Breakdown 2021 Activity Total Cost Total Percentage of Total L Percentage of Total Miles Cost Miles Preservation $100.22 0.01 i 0.01% 0.34% Rehabilitation $9,701.57 0.02 0.61% 0.73% Reconstruction $1,589,176.70 2.12 99.39% 98.92% 2022 Preservation $382.24 0.02 0.02% 0.96% Rehabilitation $1,842.78 0.02 0.12% 0.94% Reconstruction $1,594,362.96 1.92 99.86% 98.10% 2023 Preservation $227.94 0.01 0.01% 0.52% Rehabilitation $11,364.36 0.02 0.71% 1.12% Reconstruction $1,585,421.21 1.91 99.27% 98.36% 2024 AM. Preservation $1,249.20 0.06 0.08% 2.86% Rehabilitation $7,395.72 0.02 0.46% 0.92% Reconstruction $1,591,041.76 1.90 99.46% 96.22% 2025 • Preservation $322.63 0.03 0.02% 1.67% Rehabilitation $33,471.72 0.09 2.09% 4.87% Reconstruction $1,565,547.47 1.66 97.89% 93.46% Figure 20 displays the distribution of costs per activity and Figure 21 displays the distribution of miles per activity. City of Wylie,Texas -Pavement Condition Report Page 32 Distribution of Cost per Activity $1,600,000 $1,400,000 ' $1,200,000 ' ■2021 $1,000,000 2022 $800,000 2023 2024 $600,000 ' 2025 $400,000 $200,000 ' $0 Preservation Rehabilitation Reconstruction Figure 20:5-Year Current Budget Scenario(Worst First)-Distribution of Cost per Activity Distribution of Miles per Activity 16 14 12 7- ■2021 10 ' 2022 8 ' 2023 6 7- 2024 ' 2025 4 2 ' 111.1107 Preservation Rehabilitation Reconstruction Figure 21:5-Year Current Budget Scenario(Worst First)-Distribution of Miles per Activity City of Wylie,Texas -Pavement Condition Report Page 33 Synopsis: The overall network PCI would slightly decline from an approximate 81 in 2021 to 79 in 2025 if the City utilized their current budget of$1,600,000 per year using the Worst First methodology and a budget breakdown of$1,000,000 for Asphalt and $600,000 for Concrete. In this scenario, the city's street segments with the lowest PCI values would be targeted first within each category; hence the worst rates roads would be selected withing each category. The benefit of this scenario is the worst conditions are addressed and the worst roads in the Poor category would be treated before deteriorating into the reconstruction category and the very poor to failed roads are reconstructed. However,the negative effect of this scenario is that fewer roads are selected for preventive treatment and more of the budget is expended on reconstruction treatment. Fewer miles are treated in this scenario since the most expensive sections are selected first. Using the scenario,the City will always be catching up to the roads requiring reconstruction and never slowing down the deterioration of other roads until they reach a need for reconstruction. City of Wylie,Texas -Pavement Condition Report Page 34 7.5 5-Year Current Budget Alternative Breakdown Scenario (Best First) This budget scenario was setup to present an alternative to the City's current budget breakdown by targeting the roads in better condition first (highest PCI) and allocating the amount of budget to treatment types instead of pavement type. For this scenario, 60% of the budget was allocated to preservation and rehabilitation activities, and 40%to reconstruction activities. Figure 22 and Table 13 display the average PCI and total funded costs, respectively, in a "5-Year Budget" scenario and Table 13 lists the treatment activities with the required costs and miles. 5-Year Alternative Breakdown Budget(Best First) 100 95 N 90 E 85 S3 82 S1 80 ._ 78 T 80 ♦ W 75 70 R 65 K 60 55 A 50 V 45 6 40 : 35 P 30 : C _ 25 20 - 2021 2022 2023 2024 2025 Year Figure 22:5-Year Current Budget Alternative Breakdown Scenario(Best First)-PCI Plot Table 13:5-Year Current Budget Alternative Breakdown Scenario(Best First)-Total Funded Plan Cost Year Avg.PCI Cost Miles 2021 83 $1,598,884.55 16.55 2022 82 $1,593,782.12 7.04 2023 81 $1,596,279.64 3.30 2024 80 $1,594,542.10 3.40 2025 78 $1,599,076.00 3.72 City of Wylie,Texas - Pavement Condition Report Page 35 Table 14: 5-Year Current Budget Alternative Breakdown Scenario(Best First)-Activities Breakdown 2021 Activity Total Cost Total Percentage of Total Percentage of Total Miles Cost Miles _ Preservation $215,142.38 15.25 13.46% 92.18% Rehabilitation $959,912.62 0.95 60.04% 5.74% Reconstruction $423,829.55 0.35 26.51% 2.09% _ 2022 Preservation $43,729.77 5.70 2.74% 80.98% Rehabilitation $959,369.75 0.82 60.19% 11.68% Reconstruction $590,682.60 0.52 37.06% 7.34% 2023 Preservation $13,536.70 1.67 0.85% 50.57% Rehabilitation $959,566.20 0.91 60.11% 27.66% Reconstruction $623,176.74 0.72 39.04% 21.77% Preservation $17,319.33 2.02 1.09% 59.35% Rehabilitation $959,419.73 0.88 60.17% 25.79% Reconstruction $617,803.04 0.51 38.74% 14.86% 2025 Preservation $19,263.66 2.17 1.20% 58.25% Rehabilitation $959,925.30 0.94 60.03% 25.15% Reconstruction $619,887.03 0.62 38.77% 16.60% Figure 23 displays the distribution of costs per activity and Figure 24 displays the distribution of miles per activity. City of Wylie,Texas -Pavement Condition Report Page 36 Distribution of Cost per Activity $1,600,000 $1,400,000 ' $1,200,000 ' ■2021 $1,000,000 2022 $800,000 2023 $600,000 lii 2024 2025 $400,000 $200,000 IL $0 Preservation Rehabilitation Reconstruction Figure 23:5-Year Current Budget Alternative Breakdown Scenario(Best First) -Distribution of Cost per Activity Distribution of Miles per Activity 16 14 ILL 12 ■2021 10 2022 M 5' 8 2023 2024 6 2025 4 2 0 Preservation Rehabilitation Reconstruction Figure 24: 5-Year Current Budget Alternative Breakdown Scenario(Best First)-Distribution of Miles per Activity City of Wylie,Texas -Pavement Condition Report Page 37 Synopsis: The overall network PCI would slightly decline from an approximate 83 in 2021 to 78 in 2025 if the City utilized their current budget of $1,600,000 per year using the Best First methodology and a budget breakdown of 60% Preservation and Rehabilitation, and 40% Reconstruction. In this scenario the cost is mostly distributed among Rehabilitation and Reconstruction. However, the majority of project miles is absorbed in Preservation. While a good amount of project miles is treated in this scenario, the resulting PCI average is not improved over the Best First scenario with the existing budget distribution. This indicates more impact is recognized by treating the Good to Satisfactory roads than using more reconstruction techniques for this network. APPENDIX A SEGMENT LEVEL PCI DATA ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES ABBEVILLE DR 1006 PCC 414.12 28 81 142 Y ABBEVILLE DR 1014 PCC 588.52 28 98 125 Y ABBY LN 1628 PCC 612.84 28 92 188 Y ABELIA DR 666 PCC 928.99 24 100 129 Y ABERDEEN CROSSING DR 2041 PCC 325.33 28 100 216 Y ADAMS AVE 1165 PCC 473.86 26 80 254 Y ADLER DR 2199 PCC 291.66 30 81 184 Y ADMIRAL DR 144 PCC 286.09 24 100 175 Y ADMIRAL DR 145 PCC 285.55 24 76 201 Y ADMIRAL DR 698 PCC 292.93 25 100 432 Y ADMIRAL DR 699 PCC 1156.31 24 71 348 Y ALABASTAR WAY 1035 PCC 639.00 25 100 161 Y ALFRED DR 1547 PCC 289.74 42 73 243 Y ALFRED DR 1548 PCC 1713.81 30 80 191 Y ALICIA ANN DR 2142 258.91 24 -1 -1 N BLOCKED BY GATE ALICIA ANN DR 2155 245.78 24 -1 -1 N BLOCKED BY GATE ALICIA ANN DR 2161 119.55 24 -1 -1 N BLOCKED BY GATE ALICIA ANN DR 2166 253.44 24 -1 -1 N BLOCKED BY GATE ALICIA ANN DR 2169 125.37 28 -1 -1 N BLOCKED BY GATE Alley 2545 PCC 133.92 26 94 -1 Y TEST SPEED<15 MPH Alley 2549 PCC 315.98 26 96 -1 Y UNCOLLECTED PORTION DOES NOT EXIST;TEST SPEED<15 MPH Alley 2551 437.46 26 -1 -1 N DOES NOT EXIST Alley 2554 370.16 26 -1 -1 N DOES NOT EXIST Alley 2676 312.88 26 -1 -1 N DOES NOT EXIST Alley 2679 PCC 224.96 26 100 208 Y Alley 2681 PCC 142.79 26 94 282 Y Alley 2682 PCC 223.12 26 98 318 Y Alley 2683 PCC 186.98 26 98 245 Y Alley 2692 PCC 732.58 26 95 346 Y Alley 2694 PCC 604.44 26 99 219 Y Alley 2697 817.58 26 -1 -1 N DOES NOT EXIST Alley 2698 PCC 106.37 26 94 -1 Y TEST SPEED<15 MPH Alley 2699 PCC 188.85 26 94 -1 Y TEST SPEED<15 MPH Alley 2700 PCC 680.82 26 100 313 Y Alley 2701 127.94 26 -1 -1 N DOES NOT EXIST Alley 2702 716.81 26 -1 -1 N DOES NOT EXIST Alley 2855 PCC 1145.63 9 28 561 Y Alley 2856 PCC 1517.46 10 71 255 Y STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 Alley 2857 PCC 413.29 12 100 247 Y Alley 2858 PCC 412.34 12 100 236 Y Alley 2859 PCC 411.91 15 91 213 Y Alley 2860 PCC 412.61 16 89 228 Y Alley 2861 PCC 408.19 10 75 -1 Y TEST SPEED<15 MPH Alley 2862 PCC 404.93 10 44 -1 Y TEST SPEED<15 MPH Alley 2863 PCC 434.77 9 69 -1 Y TEST SPEED<15 MPH Alley 2864 PCC 1531.35 9 64 -1 Y TEST SPEED<15 MPH Alley 2865 PCC 1005.46 9 79 400 Y Alley 2866 PCC 713.50 10 32 -1 Y TEST SPEED<15 MPH Alley 2867 PCC 318.56 10 84 507 Y Alley 2868 PCC 321.05 10 53 372 Y Alley 2869 PCC 325.78 10 67 -1 Y TEST SPEED<15 MPH Alley 2870 PCC 679.29 10 25 -1 Y TEST SPEED<15 MPH Alley 2871 PCC 678.87 11 73 450 Y Alley 2872 PCC 679.58 10 53 -1 Y TEST SPEED<15 MPH Alley 2873 PCC 274.82 9 20 -1 Y TEST SPEED<15 MPH Alley 2874 PCC 215.59 10 43 -1 Y TEST SPEED<15 MPH Alley 2875 PCC 1216.45 14 56 380 Y Alley 2876 PCC 326.26 9 19 -1 Y TEST SPEED<15 MPH Alley 2877 PCC 688.47 11 70 -1 Y TEST SPEED<15 MPH Alley 2891 PCC 1650.10 11 83 216 Y Alley 2892 PCC 662.58 11 76 253 Y Alley 2893 PCC 662.40 11 70 263 Y Alley 2894 PCC 198.29 10 19 -1 Y TEST SPEED<15 MPH Alley 2895 PCC 293.69 10 22 266 Y Alley 2896 PCC 137.98 11 72 -1 Y TEST SPEED<15 MPH Alley 2897 PCC 1143.94 10 29 294 Y Alley 2898 PCC 162.10 10 73 -1 Y TEST SPEED<15 MPH Alley 2899 PCC 353.67 11 73 306 Y Alley 2900 PCC 207.67 10 41 -1 Y TEST SPEED<15 MPH Alley 2901 PCC 152.62 10 19 -1 Y TEST SPEED<15 MPH Alley 2902 PCC 330.82 10 57 435 Y Alley 2903 PCC 164.77 10 48 -1 Y TEST SPEED<15 MPH Alley 2904 PCC 340.93 10 34 -1 Y TEST SPEED<15 MPH Alley 2905 PCC 157.34 10 53 -1 Y TEST SPEED<15 MPH Alley 2906 PCC 638.68 10 66 286 Y Alley 2907 PCC 331.77 10 40 -1 Y TEST SPEED<15 MPH STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES Alley 2908 PCC 674.99 10 35 280 Y Alley 2909 PCC 382.78 10 29 403 Y Alley 2910 PCC 281.29 10 54 -1 Y TEST SPEED<15 MPH Alley 2911 PCC 418.04 10 26 351 Y Alley 2912 PCC 719.69 10 21 322 Y Alley 2913 PCC 135.62 10 53 -1 Y TEST SPEED<15 MPH Alley 2914 PCC 967.25 10 47 228 Y Alley 2915 PCC 236.68 11 60 455 Y Alley 2916 PCC 147.68 10 22 -1 Y TEST SPEED<15 MPH Alley 2917 PCC 936.11 12 78 280 Y Alley 2918 PCC 744.21 10 23 339 Y Alley 2919 PCC 748.88 10 44 428 Y Alley 2920 PCC 614.95 10 53 -1 Y TEST SPEED<15 MPH Alley 2921 PCC 465.99 10 59 289 Y Alley 2922 PCC 551.05 10 31 -1 Y TEST SPEED<15 MPH Alley 2923 PCC 611.80 11 29 -1 Y TEST SPEED<15 MPH Alley 2924 PCC 779.98 10 15 -1 Y TEST SPEED<15 MPH Alley 2925 38.36 14 -1 -1 N PRIVATE DRIVEWAY Alley 2926 PCC 226.12 12 27 424 Y Alley 2927 PCC 374.04 11 27 314 Y Alley 2928 PCC 2871.68 11 41 400 Y Alley 2929 PCC 937.01 12 31 -1 Y TEST SPEED<15 MPH Alley 2930 PCC 1156.26 10 50 400 Y Alley 2931 PCC 1119.79 10 20 386 Y Alley 2932 PCC 167.17 10 26 -1 Y TEST SPEED<15 MPH Alley 2933 PCC 426.85 11 37 -1 Y TEST SPEED<15 MPH Alley 2934 PCC 836.29 10 49 -1 Y TEST SPEED<15 MPH Alley 2935 PCC 737.16 10 38 -1 Y TEST SPEED<15 MPH Alley 2936 PCC 364.87 10 32 -1 Y TEST SPEED<15 MPH Alley 2937 PCC 646.86 10 52 -1 Y TEST SPEED<15 MPH Alley 2938 PCC 498.94 11 20 -1 Y TEST SPEED<15 MPH Alley 3018 PCC 148.39 10 76 -1 Y TEST SPEED<15 MPH Alley 3019 PCC 1067.88 10 40 346 Y Alley 3020 PCC 1276.48 11 42 254 Y Alley 3021 PCC 127.14 12 82 -1 Y TEST SPEED<15 MPH Alley 3022 PCC 665.53 11 74 247 Y Alley 3023 PCC 1078.94 10 64 252 Y Alley 3024 PCC 1083.95 10 34 321 Y STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES Alley 3025 PCC 911.71 10 23 309 Y Alley 3026 PCC 1252.62 12 73 208 Y Alley 3027 PCC 1119.80 15 73 229 Y Alley 3028 PCC 1106.35 12 73 172 Y Alley 3029 PCC 1423.99 12 77 212 Y Alley 3030 PCC 1271.34 12 71 215 Y Alley 3031 PCC 1259.86 12 98 167 Y Alley 3032 PCC 755.96 11 78 186 Y Alley 3033 PCC 1822.62 12 81 241 Y Alley 3034 PCC 697.19 10 81 332 Y Alley 3035 PCC 384.28 12 81 328 Y Alley 3036 PCC 746.74 11 76 199 Y Alley 3037 PCC 724.66 11 76 300 Y Alley 3038 PCC 844.30 11 77 251 Y Alley 3039 PCC 691.21 11 81 305 Y Alley 3040 PCC 1757.26 11 82 268 Y Alley 3041 PCC 153.42 11 96 -1 Y TEST SPEED<15 MPH Alley 3042 PCC 764.60 11 72 201 Y Alley 3043 PCC 982.72 11 87 232 Y Alley 3044 PCC 1993.96 13 84 191 Y Alley 3045 PCC 649.19 11 92 212 Y Alley 3046 PCC 666.72 11 71 179 Y Alley 3047 PCC 409.91 12 94 253 Y Alley 3048 PCC 847.32 10 84 217 Y Alley 3049 PCC 1501.70 11 69 262 Y Alley 3050 PCC 819.60 12 93 315 Y Alley 3051 PCC 603.62 12 68 218 Y Alley 3052 PCC 669.96 12 83 347 Y Alley 3053 PCC 2622.84 11 67 324 Y Alley 3054 PCC 193.94 12 93 -1 Y TEST SPEED<15 MPH Alley 3055 PCC 1220.40 32 90 225 Y Alley 3056 PCC 153.56 12 37 -1 Y TEST SPEED<15 MPH Alley 3057 PCC 1592.70 11 75 333 Y Alley 3058 PCC 1429.09 11 69 314 Y Alley 3074 PCC 624.98 12 35 332 Y Alley 3075 PCC 596.52 12 77 295 Y Alley 3076 PCC 397.47 11 73 210 Y Alley 3077 PCC 584.86 10 58 -1 Y TEST SPEED<15 MPH STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES Alley 3092 PCC 391.54 9 75 -1 Y TEST SPEED< 15 MPH Alley 3093 PCC 374.63 10 85 -1 Y TEST SPEED<15 MPH Alley 3094 PCC 425.95 10 77 -1 Y TEST SPEED<15 MPH Alley 3095 PCC 300.98 10 71 -1 Y TEST SPEED<15 MPH Alley 3096 PCC 978.00 10 56 320 Y Alley 3097 PCC 682.32 10 24 -1 Y TEST SPEED<15 MPH Alley 3098 PCC 464.79 10 32 650 Y Alley 3099 PCC 142.43 10 59 553 Y Alley 3100 PCC 1190.92 11 61 297 Y Alley 3101 PCC 156.93 10 68 -1 Y TEST SPEED<15 MPH Alley 3102 PCC 1053.46 10 30 -1 Y TEST SPEED<15 MPH Alley 3103 PCC 318.51 10 82 -1 Y TEST SPEED<15 MPH Alley 3104 PCC 583.74 11 74 235 Y Alley 3105 PCC 856.87 11 71 258 Y Alley 3106 PCC 703.28 12 82 321 Y Alley 3107 PCC 1050.93 10 31 -1 Y TEST SPEED<15 MPH Alley 3108 PCC 335.95 10 22 -1 Y TEST SPEED<15 MPH Alley 3109 PCC 909.98 11 16 -1 Y TEST SPEED<15 MPH Alley 3110 PCC 466.34 10 35 -1 Y TEST SPEED<15 MPH Alley 3111 PCC 169.38 10 27 -1 Y TEST SPEED<15 MPH Alley 3112 PCC 207.67 10 46 -1 Y TEST SPEED<15 MPH Alley 3113 PCC 655.76 10 19 -1 Y TEST SPEED<15 MPH Alley 3114 PCC 888.87 10 35 456 Y Alley 3115 PCC 724.22 10 22 327 Y Alley 3116 PCC 1069.63 10 40 -1 Y TEST SPEED<15 MPH Alley 3117 PCC 887.07 10 29 -1 Y TEST SPEED<15 MPH Alley 3118 PCC 402.48 10 37 -1 Y TEST SPEED<15 MPH Alley 3119 PCC 1284.79 10 41 370 Y ALTHEA DR 667 PCC 167.62 25 98 122 Y ALTHEA DR 668 PCC 201.00 24 98 148 Y ALTHEA DR 669 PCC 280.66 26 98 139 Y ALTHEA DR 758 PCC 288.91 25 100 142 Y AMARA CRES 2628 225.26 23 -1 -1 N BLOCKED BY GATE AMARA CRES 2629 87.62 22 -1 -1 N BLOCKED BY GATE AMARA CRES 2630 176.21 23 -1 -1 N BLOCKED BY GATE AMBER DR 859 PCC 318.43 26 98 160 Y AMBER WAVES LN 2502 376.66 26 -1 -1 N DOES NOT EXIST AMBER WAVES LN 2686 PCC 899.38 26 96 146 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES - AMBER WAVES LN 2687 PCC 278.59 26 87 227 Y ANACUA LN 2778 PCC 537.18 26 99 135 Y ANCHOR DR 810 PCC 391.21 25 93 208 Y ANCHOR DR 857 PCC 106.56 26 84 244 Y ANCHOR DR 953 PCC 1040.52 25 84 180 Y ANCHOR DR 1139 PCC 914.70 26 94 197 Y ANCHOR DR 2462 PCC 80.91 25 76 165 Y ANCHOR DR 2981 PCC 86.54 14 67 394 Y ANCHOR DR 2982 PCC 60.20 14 100 233 Y ANCHOR DR 2983 PCC 85.10 14 75 167 Y ANCHOR DR 2984 PCC 59.04 14 100 -1 Y TEST SPEED<15 MPH ANDERSONVILLE LN 388 PCC 636.92 25 83 187 Y ANDERSONVILLE LN 389 PCC 148.69 25 66 387 Y ANDERSONVILLE LN 464 PCC 282.86 24 76 234 Y ANDERSONVILLE LN 465 PCC 568.86 24 77 215 Y ANGEL FIRE DR 515 PCC 412.26 23 100 174 Y ANN DR 796 PCC 153.09 35 73 221 Y ANN DR 826 PCC 305.50 34 67 373 Y ANN DR 831 PCC 310.78 34 71 282 Y ANN DR 834 PCC 304.16 34 70 238 Y ANN DR 835 PCC 311.96 34 73 248 Y ANN DR 904 PCC 284.72 35 72 227 Y ANN DR 905 PCC 320.35 34 100 244 Y ANN DR 906 PCC 152.46 34 100 277 Y ANN DR 910 PCC 298.66 35 73 178 Y ANN DR 911 PCC 338.49 35 80 245 Y ANN DR 912 PCC 117.32 35 93 212 Y ANN DR 964 PCC 359.37 34 94 152 Y ANN DR 965 PCC 363.82 34 100 198 Y ANN DR 1037 PCC 150.94 35 83 311 Y ANN DR 1047 PCC 823.50 35 100 204 Y ANN DR 1048 PCC 435.25 35 100 249 Y ANN DR 1049 PCC 463.53 35 100 245 Y ANN DR 1062 PCC 298.32 34 73 252 Y ANN DR 1079 PCC 476.25 24 32 291 Y ANN DR 1080 PCC 119.21 22 58 -1 Y TEST SPEED<15 MPH ANSON PKWY 1264 PCC 331.04 34 100 99 Y ANSON PKWY 1265 PCC 328.27 33 100 136 Y - STREET NAME - DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES ANSON PKWY 1266 PCC 196.05 34 100 160 Y ANSON PKWY 1267 PCC 336.14 34 100 126 Y ANSON PKWY 1280 PCC 331.24 34 97 113 Y ANSON PKWY 1281 PCC 812.36 34 100 112 Y APPALACHIAN DR 673 PCC 606.48 25 100 158 Y APPLEWOOD WAY 2538 250.46 26 -1 -1 N DOES NOT EXIST APPLEWOOD WAY 2540 PCC 259.98 26 98 246 Y APPLEWOOD WAY 2548 161.38 26 -1 -1 N DOES NOT EXIST APPLEWOOD WAY 2552 139.70 26 -1 -1 N DOES NOT EXIST APPLEWOOD WAY 2555 137.15 26 -1 -1 N DOES NOT EXIST APPLEWOOD WAY 2693 PCC 155.60 26 98 182 Y APPLEWOOD WAY 2696 PCC 202.04 26 94 216 Y APPLEWOOD WAY 2762 150.82 26 -1 -1 N DOES NOT EXIST ARBOR HILL LN 2503 260.65 26 -1 -1 N DOES NOT EXIST ARBOR HILL LN 2504 284.93 26 -1 -1 N DOES NOT EXIST ARBOR HILL LN 2505 284.32 26 -1 -1 N DOES NOT EXIST ARBORVIEW DR 1175 PCC 378.38 25 83 272 Y ARDMORE WAY 995 PCC 610.59 28 75 249 Y ARTHURS CT 1463 PCC 619.78 25 98 158 Y ARTHURS CT 1562 PCC 417.17 25 83 143 Y ARTHURS CT 1563 PCC 529.00 25 92 200 Y ASBURY DR 2006 PCC 330.14 28 89 205 Y ASBURY DR 2675 PCC 69.95 28 98 208 Y ASHFORD LN 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100 176 Y BESSEMER DR 930 PCC 288.48 29 100 151 Y BESSEMER DR 931 PCC 301.47 27 98 143 Y BESSEMER DR 932 PCC 142.17 27 95 200 Y BESSIE DR 736 PCC 276.20 27 98 168 Y BINNEY LN 1070 PCC 253.34 30 92 152 Y BIRCH GROVE DR 3121 987.53 26 -1 -1 N DOES NOT EXIST BIRCHWOOD DR 2067 PCC 655.50 30 78 202 Y BISSEL WAY 1208 PCC 524.40 25 100 148 Y BISSEL WAY 1256 PCC 555.83 25 88 165 Y BLOCTON WAY 908 PCC 277.14 42 98 302 Y BLUE HAVEN WAY 2262 PCC 319.80 30 76 215 Y BOB SANDLIN LN 2065 PCC 649.15 29 86 230 Y BOBCAT TRL 2771 PCC 338.29 26 94 175 Y BOXWOOD LN 865 PCC 101.91 26 72 368 Y BOXWOOD LN 866 PCC 501.55 26 93 267 Y BOXWOOD LN 867 PCC 329.34 26 87 208 Y BOXWOOD LN 954 PCC 261.95 26 60 247 Y BOXWOOD LN 1111 PCC 181.06 26 92 178 Y BOXWOOD LN 1119 PCC 635.65 25 98 156 Y BOXWOOD LN 1120 PCC 309.80 25 77 250 Y BOXWOOD LN 1148 PCC 184.76 25 79 393 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES BOYD DR 315 PCC 686.04 24 73 240 Y BOYD DR 2363 PCC 59.45 24 75 -1 Y TEST SPEED<15 MPH BRADDOCK WAY 1678 PCC 847.13 23 100 172 Y BRADDOCK WAY 1679 PCC 327.17 44 94 212 Y BRECKENRIDGE DR 444 PCC 170.06 25 79 651 Y BRECKENRIDGE DR 450 PCC 324.10 25 95 229 Y BRENDEN CT 709 PCC 525.97 26 100 166 Y BRENTFIELD DR 3132 598.94 26 -1 -1 N DOES NOT EXIST BREWTON RD 1099 PCC 302.11 28 95 162 Y BREWTON RD 1100 PCC 299.45 28 85 141 Y BRIANNA DR 1934 PCC 581.78 30 92 209 Y BRIARWOOD DR 1318 AC 651.OS 24 82 216 Y BRIARWOOD DR 1423 AC 169.43 26 80 254 Y BRIARWOOD DR 1424 AC 753.98 26 84 278 Y BRIGHTON CT 992 PCC 484.70 25 95 164 Y BRISTOL DR 2001 PCC 379.45 28 98 195 Y BRITAIN WAY 1294 PCC 586.15 45 68 250 Y BROOKRIDGE DR 509 PCC 320.04 24 100 182 Y BROOKRIDGE DR 1751 PCC 317.75 24 100 125 Y BROOKRIDGE DR 1752 PCC 170.40 24 76 181 Y BROOKRIDGE DR 1753 PCC 151.90 24 88 287 Y BROOKSIDE DR 674 PCC 280.86 25 85 169 Y BROOKSIDE DR 675 PCC 294.08 25 98 112 Y BROOKSIDE DR 676 PCC 381.03 25 98 104 Y BROWNTOWN RD 463 PCC 413.10 25 76 284 Y BRUNDIDGE DR 1090 PCC 200.67 29 74 259 Y BRUNDIDGE DR 1091 PCC 803.99 30 99 201 Y BRYCE DR 670 PCC 1335.73 24 96 133 Y BUCKHORN DR 1131 PCC 325.92 26 100 179 Y BURCHSHIRE LN 265 PCC 213.75 25 72 265 Y BURCHSHIRE LN 411 PCC 904.56 25 82 247 Y BUSINESS WAY 263 PCC 659.90 30 81 345 Y CADDO LAKE DR 1380 PCC 291.10 22 100 112 Y CADDO LAKE DR 1381 PCC 295.47 23 100 225 Y CAHABA DR 843 PCC 319.93 25 100 244 Y CAHABA DR 893 PCC 576.01 25 96 159 Y CALLIE CT 1252 AC 1391.49 22 53 175 Y CALLOWAY ST 405 AC 173.09 22 72 294 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 CALLOWAY ST 406 AC 170.99 22 81 139 Y CALLOWAY ST 407 AC 170.55 22 63 181 Y CALLOWAY ST 1721 AC 120.66 26 88 218 Y CAMBRIA DR 2216 PCC 164.55 28 90 -1 Y TEST SPEED<15 MPH CAMBRIDGE CT 1891 PCC 332.87 30 89 205 Y CAMELOT DR 1529 PCC 676.61 26 97 118 Y CAMELOT DR 1530 PCC 218.90 26 98 127 Y CAMELOT DR 1531 PCC 523.85 30 96 180 Y CAMLIN CT 1757 PCC 439.07 24 100 212 Y CANDLEBROOK DR 158 PCC 1240.55 24 100 120 Y CANDLEWOOD CT 1412 PCC 365.17 24 77 239 Y CANNATRL 2408 PCC 226.98 27 100 223 Y CANYON CREEK CT 1984 PCC 278.33 25 100 239 Y CANYON CREEK CT 1985 PCC 258.74 25 100 -1 Y TEST SPEED<15 MPH CANYON CREEK RD 1577 PCC 1261.26 25 83 212 Y CANYON CREEK RD 1578 PCC 374.26 25 98 160 Y CANYON CREEK RD 1956 PCC 277.92 25 89 147 Y CANYON CREEK RD 1962 PCC 649.06 25 85 233 Y CANYON CREEK RD 1963 PCC 281.70 25 77 212 Y CANYON LAKE DR 318 PCC 525.53 24 82 123 Y CANYON LAKE DR 1378 PCC 184.55 24 81 175 Y CANYON LAKE DR 1469 PCC 506.93 24 96 210 Y CANYON LAKE DR 1470 PCC 316.95 24 88 194 Y CANYON LAKE DR 1472 PCC 314.84 24 93 132 Y CANYON LAKE DR 1475 PCC 318.51 24 88 113 Y CANYON LAKE DR 1476 PCC 517.41 24 93 235 Y CANYON LAKE DR 2339 PCC 45.06 24 98 -1 Y TEST SPEED<15 MPH CAPITAL ST 226 PCC 343.98 34 100 312 Y CAPITAL ST 227 PCC 839.31 34 74 267 Y CAPITAL ST 233 PCC 407.51 33 74 310 Y CAPITAL ST 2398 PCC 101.84 34 74 302 Y CAPPS DR 1272 PCC 329.69 25 100 149 Y CAPPS DR 1273 PCC 332.87 25 92 198 Y CARLTON RD 916 PCC 689.28 24 98 172 Y CARLTON RD 1158 PCC 181.12 24 87 -1 Y TEST SPEED<15 MPH CARLTON RD 1182 PCC 437.80 24 97 145 Y CARRIAGE LN 1534 PCC 424.92 25 83 348 Y CARRIAGE RUN DR 1887 PCC 593.24 30 88 186 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES CARVER DR 1073 PCC 1201.44 30 84 219 Y CARVER DR 1074 PCC 264.48 30 82 220 Y CASCADE CT 681 PCC 128.58 24 76 -1 Y TEST SPEED<15 MPH CASCADE LN 3136 795.17 26 -1 -1 N DOES NOT EXIST CASEY CT 2557 187.07 26 -1 -1 N DOES NOT EXIST CASEY CT 2558 367.28 26 -1 -1 N DOES NOT EXIST CASTLEWOOD DR 1359 PCC 311.06 24 84 247 Y CATALPA DR 186 PCC 904.63 24 98 145 Y CAVALIER WAY 1454 PCC 326.74 26 92 196 Y CAYMEN LN 3140 284.69 26 -1 -1 N DOES NOT EXIST CEDAR BLUFF DR 1025 PCC 348.93 29 100 231 Y CEDAR BLUFF DR 1026 PCC 375.96 29 83 197 Y CEDAR BLUFF DR 1159 PCC 212.95 28 100 229 Y CEDAR BRANCH DR 1495 PCC 1152.83 25 96 149 Y CEDAR BRANCH DR 1569 PCC 654.63 25 93 250 Y CEDAR CREEK DR 476 PCC 1294.90 30 65 272 Y CEDAR LAKE CT 1466 PCC 597.46 24 99 131 Y CEDAR ORCHID WAY 2774 PCC 603.29 26 96 156 Y CEDAR ORCHID WAY 2779 PCC 177.90 26 91 212 Y CEDAR POINT DR 1683 PCC 575.60 23 100 158 Y CEDAR POINT DR 1684 PCC 835.27 23 100 122 Y CEDAR POINT DR 1687 PCC 333.22 22 100 134 Y CEDAR POINT DR 1758 PCC 635.80 23 100 161 Y CEDAR POINT DR 1759 PCC 535.49 24 100 135 Y CEDAR RIDGE DR 1352 PCC 312.15 26 74 469 Y CEDAR RIDGE DR 1410 PCC 841.64 24 78 305 Y CEDAR RIDGE DR 1411 PCC 539.61 24 74 399 Y CEDAR RIDGE DR 1447 PCC 158.56 24 78 544 Y CEDAR RIDGE DR 2072 PCC 506.53 27 82 280 Y CELIA CIR 441 PCC 598.97 30 97 159 Y CENTENNIAL DR 1197 PCC 2881.34 33 78 230 Y CENTRAL PARK DR 602 PCC 972.50 30 74 238 Y CENTURY WAY 254 PCC 1466.87 36 71 388 Y CHADBOURNE DR 2206 PCC 375.73 30 94 132 Y CHADBOURNE DR 2207 PCC 267.66 30 100 117 Y CHADBOURNE DR 2209 PCC 78.77 30 89 -1 Y TEST SPEED<15 MPH CHADBOURNE DR 2659 PCC 215.29 30 98 223 Y CHADBOURNE DR 2673 PCC 49.96 30 87 -1 Y TEST SPEED<15 MPH - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI 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CHEYENNE RD 959 PCC 299.36 25 98 172 Y CHEYENNE RD 960 PCC 478.57 25 100 198 Y CHEYENNE RD 986 PCC 945.40 25 90 358 Y CHEYENNE RD 987 PCC 292.55 24 100 155 Y CHICKESAW LN 914 PCC 443.34 24 93 157 Y CHICKESAW LN 918 PCC 667.63 24 93 177 Y CHILTON DR 966 PCC 174.34 26 100 272 Y CHILTON DR 967 PCC 400.68 25 73 295 Y CHILTON DR 989 PCC 329.58 25 100 184 Y CITIZENS AVE 402 AC 93.86 18 76 -1 Y TEST SPEED<15 MPH CITIZENS AVE 431 AC 216.83 19 48 221 Y CITIZENS AVE 432 AC 126.21 20 33 167 Y CLAIBORN LN 909 PCC 812.77 25 89 213 Y CLAIBORN LN 1039 PCC 437.58 26 73 339 Y CLAYBROOK DR 653 PCC 158.89 25 92 273 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES CLAYBROOK DR 654 PCC 385.09 24 100 152 Y CLAYBROOK DR 655 PCC 926.21 23 97 195 Y CLAYBROOK DR 783 PCC 133.00 25 93 263 Y CLEAR CREEK DR 1568 PCC 918.24 25 84 346 Y CLEAR WATER CT 902 PCC 91.39 25 89 419 Y CLEARBROOK CT 528 PCC 311.49 24 100 249 Y CLEMENTS WAY 944 PCC 313.37 25 65 255 Y CLIFFBROOK DR 510 PCC 787.18 24 95 137 Y CLIFFBROOK DR 1552 PCC 1018.99 24 90 151 Y CLOUDCROFT DR 415 PCC 164.43 27 76 542 Y CLOUDCROFT DR 486 PCC 305.94 25 73 380 Y CLOUDCROFT DR 487 PCC 153.34 25 77 346 Y CLOUDCROFT DR 512 PCC 157.65 25 74 424 Y CLOUDCROFT DR 513 PCC 141.30 25 88 295 Y CLOUDCROFT DR 520 PCC 179.44 25 96 134 Y CLOUDCROFT DR 521 PCC 309.31 25 99 116 Y CLOUDCROFT DR 522 PCC 316.29 25 89 155 Y CLOUDCROFT DR 1490 PCC 316.50 25 87 109 Y CLOUDCROFT DR 1656 PCC 152.25 31 85 452 Y CLOVERLEAF DR 2541 PCC 170.93 26 100 221 Y CLOVERLEAF DR 2680 PCC 143.86 26 98 333 Y CLOVERLEAF DR 2695 PCC 141.36 26 98 223 Y COBALT DR 3134 287.50 26 -1 -1 N DOES NOT EXIST COBBLESTONE DR 135 PCC 493.69 25 98 143 Y COBBLESTONE DR 148 PCC 291.08 25 78 220 Y COBBLESTONE DR 206 PCC 470.31 25 78 241 Y COLBY LN 1295 PCC 539.94 29 72 347 Y COLBY LN 1296 PCC 961.13 28 84 254 Y COLBY LN 1304 PCC 736.42 28 79 267 Y COLD STREAM DR 2182 PCC 323.59 30 100 191 Y COLD STREAM DR 2183 PCC 951.06 27 100 170 Y COLD STREAM DR 2184 PCC 356.57 26 91 194 Y COLD STREAM DR 2248 PCC 150.00 28 100 148 Y COLD STREAM DR 2249 PCC 149.63 28 95 143 Y COLLEGE ST 296 AC 347.69 23 67 282 Y COLLEGE ST 403 AC 175.05 24 43 602 Y COLLEGE ST 404 AC 162.38 22 53 234 Y COLLINS BLVD 1513 PCC 99.21 23 100 142 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES COLLINS BLVD 1557 PCC 775.76 21 82 232 Y COLLINS BLVD 1574 PCC 636.07 23 98 181 Y COLLINS BLVD 1575 PCC 637.35 23 95 -1 Y TEST SPEED<15 MPH COLLINS BLVD 1576 PCC 573.71 23 97 152 Y COLLINS BLVD 1952 PCC 128.34 22 98 188 Y COLLINS BLVD 1954 PCC 217.62 24 100 209 Y COLLINS BLVD 1973 PCC 1291.82 38 97 142 Y COLLINS BLVD 1980 PCC 316.79 35 85 204 Y COLLINS BLVD 1981 PCC 311.85 36 80 226 Y COLLINS BLVD 2047 PCC 296.61 38 98 172 Y COLLINS BLVD 2094 PCC 177.80 38 90 283 Y COLLINS BLVD 2100 PCC 215.32 37 100 212 Y COLLINS BLVD 2285 PCC 253.21 38 98 295 Y COLLINS BLVD 2315 PCC 38.30 23 98 -1 Y TEST SPEED<15 MPH COLLINS BLVD 2319 PCC 36.35 23 96 -1 Y TEST SPEED<15 MPH COLLINS BLVD 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2571 PCC 171.15 26 96 208 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 - CONCORD DR 2576 PCC 174.89 26 98 231 Y CONCORD DR 2577 PCC 125.33 26 98 263 Y CONEFLOWER DR 2412 PCC 518.24 27 88 238 Y CONEFLOWER DR 2748 PCC 227.43 26 100 209 Y Connecting Road 599 PCC 120.13 22 98 -1 Y TEST SPEED<15 MPH Connecting Road 1731 PCC 205.15 23 98 -1 Y TEST SPEED<15 MPH CONNOR LN 652 PCC 1325.98 25 98 164 Y COOPER DR 577 PCC 739.85 24 85 343 Y COOPER DR 578 PCC 754.10 24 93 283 Y COOPER DR 579 PCC 452.99 22 88 243 Y COOPER DR 583 PCC 150.89 22 98 234 Y CORAL REEF LN 898 PCC 1151.81 25 87 176 Y CORAL REEF LN 1145 PCC 1340.67 25 87 224 Y CORAL REEF LN 2975 PCC 56.79 46 100 -1 Y TEST SPEED<15 MPH CORAL REEF LN 2978 PCC 56.79 46 98 -1 Y TEST SPEED<15 MPH CORNERSTONE DR 2498 PCC 717.33 26 89 201 Y CORNERSTONE DR 2499 PCC 263.97 26 98 288 Y CORNERSTONE DR 2512 PCC 213.17 26 90 218 Y CORNERSTONE DR 2688 PCC 257.26 26 87 222 Y CORNERSTONE DR 2760 PCC 142.90 26 98 174 Y COTTON DALE LN 809 PCC 409.81 30 81 310 Y COUNTRY CLUB RD 1185 PCC 488.22 37 98 167 Y COUNTRY CLUB RD 1186 PCC 333.41 32 92 176 Y COUNTRY CLUB RD 1589 PCC 633.35 43 83 233 Y COUNTRY CLUB RD 1648 PCC 1790.76 40 84 200 Y COUNTRY CLUB RD 1649 PCC 2521.26 40 83 142 Y COUNTRY CLUB RD 2939 PCC 619.35 45 84 188 Y COUNTRY CLUB RD 2943 PCC 2533.45 40 87 162 Y COUNTRY CLUB RD 2945 PCC 1790.58 40 95 167 Y COUNTRY CLUB RD 2947 PCC 56.65 46 86 -1 Y TEST SPEED<15 MPH COUNTRY CLUB RD 2948 PCC 54.70 46 98 -1 Y TEST SPEED<15 MPH COUNTRY CLUB RD 2949 PCC 59.34 46 100 -1 Y TEST SPEED<15 MPH COUNTRY CLUB RD 2950 PCC 487.53 37 100 158 Y COUNTRY CLUB RD 2952 PCC 336.10 40 98 122 Y COUNTRY CLUB RD 2954 PCC 54.39 20 100 331 Y COUNTRY CLUB RD 2955 PCC 48.96 46 81 -1 Y TEST SPEED<15 MPH COUNTRY CLUB RD 2956 PCC 29.61 46 100 339 Y COUNTRY CLUB RD 2957 PCC 21.43 46 90 246 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES COUNTRY CLUB RD 3061 PCC 41.68 49 85 391 Y COUNTRY CLUB RD 3062 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Y COUNTY ROAD 384 1606 AC 96.56 22 95 102 Y COUNTY ROAD 384 1607 AC 117.90 22 93 113 Y COVINGTON DR 1997 PCC 165.24 28 100 209 Y COVINGTON DR 1998 PCC 383.72 29 100 126 Y COVINGTON DR 1999 PCC 137.11 28 100 176 Y COVINGTON DR 2000 PCC 760.11 28 94 139 Y COYOTE RIDGE RD 1969 PCC 157.67 25 83 272 Y COYOTE RIDGE RD 1970 PCC 167.49 24 98 210 Y COYOTE RIDGE RD 1971 PCC 40.25 25 100 -1 Y TEST SPEED<15 MPH CRABAPPLE DR 146 PCC 288.42 25 98 185 Y CRABAPPLE DR 195 PCC 291.51 25 85 215 Y CRABAPPLE DR 196 PCC 290.61 25 100 191 Y CRAPE MYRTLE DR 2404 PCC 291.97 26 98 309 Y UNCOLLECTED PORTION DOES NOT EXIST ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES CRAPE MYRTLE DR 2406 PCC 290.95 26 100 124 Y CRAPE MYRTLE DR 2411 PCC 294.30 26 98 181 Y CRAPE MYRTLE DR 2414 PCC 292.11 26 100 142 Y CREEK CROSSING LN 2 PCC 448.11 34 94 202 Y CREEK CROSSING LN 548 PCC 111.37 35 67 379 Y CREEK CROSSING LN 549 PCC 212.35 35 84 243 Y CREEK CROSSING LN 550 PCC 319.02 34 91 169 Y CREEK CROSSING LN 551 PCC 266.85 34 87 304 Y CREEK CROSSING LN 552 PCC 378.16 35 89 207 Y CREEK CROSSING LN 553 PCC 325.27 34 98 252 Y CREEK CROSSING LN 1695 PCC 216.94 34 65 163 Y CREEK CROSSING LN 2241 PCC 199.24 23 88 248 Y CREEK CROSSING LN 2242 PCC 197.13 23 93 -1 Y TEST SPEED<15 MPH CREEK CROSSING LN 2244 PCC 244.33 34 100 149 Y CREEK CROSSING LN 2274 PCC 119.77 26 98 276 Y CREEK CROSSING LN 2275 PCC 118.87 26 98 -1 Y TEST SPEED<15 MPH CREEKSIDE ESTATES DR 714 PCC 362.21 36 81 165 Y CREEKSIDE ESTATES DR 718 PCC 458.85 36 85 145 Y CREEKSIDE ESTATES DR 719 PCC 441.66 39 75 225 Y CREEKSIDE ESTATES DR 729 PCC 357.16 36 92 168 Y CREEKSIDE ESTATES DR 771 PCC 119.73 20 81 471 Y CREEKSIDE ESTATES DR 772 PCC 268.32 36 94 165 Y CREEKSIDE ESTATES DR 2711 PCC 152.64 36 81 233 Y CREEKVIEW DR 131 PCC 1080.67 25 99 147 Y CREEKWOOD DR 141 PCC 676.04 25 100 120 Y CREEKWOOD DR 156 PCC 131.95 26 98 182 Y CREEKWOOD DR 157 PCC 338.10 25 83 147 Y CRENSHAW DR 1050 PCC 320.60 25 100 216 Y CRESCENT OAK ST 1564 PCC 578.70 25 94 230 Y CRESCENT OAK ST 1584 PCC 1321.60 25 91 145 Y CRESCENT OAK ST 1586 PCC 96.33 21 87 391 Y CRESCENT OAK ST 2293 PCC 94.15 21 87 232 Y CRESCENT OAK ST 2294 PCC 54.98 25 100 591 Y CRESCENT OAK ST 2295 PCC 49.41 25 73 -1 Y TEST SPEED<15 MPH CRESCENT OAK ST 2299 PCC 35.09 18 100 -1 Y TEST SPEED<15 MPH CRESCENT OAK ST 2300 PCC 86.21 21 79 294 Y CRESCENT OAK ST 2301 PCC 88.62 21 98 -1 Y TEST SPEED<15 MPH CRESCENT WAY 3122 293.52 26 -1 -1 N DOES NOT EXIST - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES CRESTVIEW LN 1366 PCC 934.16 24 91 231 Y CRESTVIEW LN 1369 PCC 636.86 24 84 220 Y CRIMSON BLOSSOM CT 2781 PCC 203.54 26 98 154 Y CROOKED CREEK CT 1017 PCC 315.89 25 92 271 Y CROSSCREEK DR 473 PCC 211.58 30 76 167 Y CROSSCREEK DR 474 PCC 278.80 30 73 218 Y CROSSCREEK DR 478 PCC 297.29 30 73 168 Y CROSSCREEK DR 479 PCC 445.19 30 67 340 Y CROSSVINE VW 2878 292.36 26 -1 -1 N DOES NOT EXIST CRYSTAL CT 903 PCC 100.67 25 75 642 Y DA VINCI CT 1178 PCC 135.92 30 86 193 Y DA VINCI LN 1071 PCC 644.00 31 88 169 Y DA VINCI LN 1072 PCC 291.70 30 83 318 Y DA VINCI LN 1179 PCC 307.86 31 98 153 Y DA VINCI LN 1180 PCC 230.14 30 98 178 Y DAFFODIL CT 2828 193.21 26 -1 -1 N DOES NOT EXIST DALTON DR 1935 PCC 339.41 30 100 202 Y DANIEL DR 695 PCC 289.89 26 100 156 Y DANVILLE DR 1255 PCC 330.05 25 88 209 Y DAPHNE LN 1187 PCC 328.33 28 87 136 Y DAREN DR 723 PCC 281.72 26 100 116 Y DAYLILY DR 2025 PCC 189.14 26 98 179 Y DAYLILY DR 2084 PCC 148.14 28 92 152 Y DAYLILY DR 2085 PCC 288.67 26 100 222 Y DAYLILY DR 2086 PCC 288.73 26 100 99 Y DAYLILY DR 2134 PCC 167.75 26 100 114 Y DAYLILY DR 2135 PCC 141.07 26 94 85 Y DAYLILY DR 2400 PCC 295.57 26 98 124 Y DAYLILY DR 2401 PCC 225.90 26 95 157 Y DAYLILY DR 2402 PCC 293.36 27 100 209 Y DAYLILY DR 2750 PCC 158.25 27 98 146 Y DAYLILY DR 2751 PCC 54.55 27 100 152 Y DECATUR WAY 1096 PCC 675.69 28 90 230 Y DECATUR WAY 1097 PCC 815.85 28 91 139 Y DECKER CT 130 PCC 402.62 34 71 244 Y DEER FIELD LN 2277 PCC 377.20 25 98 293 Y DEER FIELD LN 2282 PCC 253.04 25 87 255 Y DEER FIELD LN 2283 PCC 186.87 25 98 249 Y ■ STREET NAMEIL DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES DEER LAKE CT 1465 PCC 401.07 23 100 197 Y DEERBORN ST 1209 PCC 564.50 24 87 221 Y DEERBORN ST 1210 PCC 619.39 24 100 99 Y DENAY LN 2130 PCC 300.92 25 100 235 Y DESTINY CT 1521 PCC 616.94 24 99 117 Y DESTINY CT 1522 PCC 167.11 24 93 128 Y DESTINY CT 1523 PCC 595.85 25 93 171 Y DEVONSHIRE LN 1244 AC 437.07 25 92 230 Y DEVONSHIRE LN 1245 AC 489.12 25 85 253 Y DEVONSHIRE LN 1275 AC 268.70 26 81 255 Y DEWSBURY DR 593 PCC 961.68 29 71 310 Y DIAMOND DR 2379 PCC 268.44 25 79 218 Y DIAMOND DR 2382 PCC 166.76 25 77 202 Y DIAMOND DR 2490 PCC 128.08 25 85 205 Y DIELMAN DR 375 PCC 188.27 40 90 206 Y DODD DR 250 PCC 396.92 24 98 190 Y DODD DR 314 PCC 684.25 24 81 189 Y DODD DR 2364 PCC 59.66 24 86 -1 Y TEST SPEED<15 MPH DOGWOOD CT 1397 AC 186.73 20 72 228 Y DOGWOOD CT 1398 AC 355.65 22 75 353 Y DOGWOOD DR 1399 AC 149.63 25 79 258 Y DOGWOOD DR 1400 AC 654.99 23 87 196 Y DOGWOOD DR 1444 AC 163.53 22 79 560 Y DOGWOOD DR 1445 AC 644.97 23 83 245 Y DOMINION DR 2030 PCC 442.86 35 90 203 Y DOMINION DR 2090 PCC 350.67 36 91 197 Y DOMINION DR 2091 PCC 281.31 34 100 194 Y DOMINION DR 2138 PCC 108.50 34 94 143 Y DOMINION DR 2139 PCC 704.94 35 94 214 Y DOMINION DR 2140 PCC 474.50 34 95 303 Y DOMINION DR 2334 PCC 258.50 20 84 438 Y DOMINION DR 2335 PCC 262.88 20 93 -1 Y TEST SPEED<15 MPH DOMINION DR 2744 PCC 143.56 34 77 311 Y DOMINION DR 2745 PCC 92.86 34 64 288 Y DOMINION DR 2746 PCC 271.25 52 83 243 Y DOMINION DR 2747 PCC 253.05 35 100 230 Y DOMINION DR 2887 PCC 366.14 35 98 163 Y DOMINION DR 2888 PCC 238.28 40 82 310 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES DOMINION DR 2889 PCC 266.56 35 99 178 Y DOMINION DR 2890 PCC 63.24 35 98 183 Y DONNA DR 1250 AC 1328.93 18 59 203 Y DONNY BROOK DR 471 PCC 550.36 25 89 169 Y DOUGLAS CIR 1425 PCC 111.43 24 66 -1 Y TEST SPEED<15 MPH DOUGLAS DR 1419 AC 657.58 24 84 176 Y DOUGLAS DR 1420 AC 524.74 23 92 191 Y DOVE HAVEN DR 3133 732.30 26 -1 -1 N DOES NOT EXIST DOVE HAVEN DR 3137 789.15 26 -1 -1 N DOES NOT EXIST DOVES LANDING LN 1681 PCC 497.27 23 100 133 Y DOVES LANDING LN 1685 PCC 480.41 23 98 242 Y DOVES LANDING LN 2180 PCC 544.39 24 90 203 Y DOVES LANDING LN 2181 PCC 290.21 22 80 231 Y DOVES LANDING LN 2192 PCC 868.07 23 100 154 Y DREW DR 2037 PCC 228.64 22 100 107 Y DREW DR 2428 PCC 127.32 22 88 112 Y DUCK BLIND AVE 2046 PCC 1348.34 30 71 181 Y DUCK WALK WAY 1016 PCC 544.33 25 98 190 Y DUKE ST 2625 225.31 22 -1 -1 N BLOCKED BY GATE DUKE ST 2626 173.77 24 -1 -1 N BLOCKED BY GATE DUNCAN WAY 306 AC 344.46 22 87 189 Y DUNCAN WAY 417 AC 77.12 20 71 -1 Y TEST SPEED<15 MPH DUNCAN WAY 437 AC 339.95 22 75 293 Y DUNCAN WAY 1363 AC 395.59 22 82 249 Y DYLAN DR 641 PCC 140.23 24 99 174 Y DYLAN DR 642 PCC 155.58 24 95 264 Y DYLAN DR 688 PCC 367.52 25 100 182 Y E ALANIS DR 253 PCC 302.69 21 91 387 Y E ALANIS DR 443 PCC 299.25 21 100 188 Y E ALANIS DR 1467 PCC 922.37 22 100 188 Y E ALANIS DR 1468 PCC 364.15 28 94 222 Y E ALANIS DR 1651 PCC 711.27 24 94 224 Y E ALANIS DR 2271 PCC 711.47 21 94 171 Y E ALANIS DR 2272 PCC 301.05 21 87 253 Y E ALANIS DR 2273 PCC 303.01 21 98 353 Y E ALANIS DR 2337 PCC 490.67 29 91 217 Y E ALANIS DR 2338 PCC 492.09 23 100 200 Y E ALANIS DR 2340 PCC 731.15 26 100 162 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES E ALANIS DR 2341 PCC 730.62 26 97 143 Y E ALANIS DR 2343 PCC 920.39 22 100 140 Y E ALANIS DR 2345 PCC 365.10 22 100 185 Y E ALANIS DR 2346 PCC 882.89 25 94 167 Y E ALANIS DR 2348 PCC 849.88 23 100 151 Y E ALANIS DR 2350 PCC 701.42 23 100 140 Y E ALANIS DR 2351 PCC 704.92 23 100 133 Y E ALANIS DR 2353 PCC 765.38 26 100 168 Y E ALANIS DR 2354 PCC 729.32 23 100 198 Y E ALANIS DR 2355 PCC 357.75 25 100 151 Y E ALANIS DR 2356 PCC 356.47 23 100 168 Y E ALANIS DR 2357 PCC 29.54 22 98 651 Y E ALANIS DR 2358 PCC 28.37 23 100 203 Y E BROWN ST 71 PCC 157.05 46 93 222 Y E BROWN ST 75 PCC 49.93 60 87 210 Y E BROWN ST 98 PCC 96.35 60 98 149 Y E BROWN ST 99 PCC 244.31 50 78 225 Y E BROWN ST 100 PCC 360.32 47 89 168 Y E BROWN ST 108 PCC 1337.28 50 91 174 Y E BROWN ST 827 PCC 347.26 41 83 268 Y E BROWN ST 1196 PCC 262.39 52 98 146 Y E BROWN ST 1203 PCC 303.33 53 98 197 Y E BROWN ST 1204 PCC 671.65 49 87 158 Y E BROWN ST 1282 PCC 297.47 56 90 158 Y E BROWN ST 1283 PCC 300.62 50 98 156 Y E BROWN ST 1284 PCC 519.48 53 95 161 Y E BROWN ST 1285 PCC 308.21 50 98 145 Y E BROWN ST 1286 PCC 110.02 46 95 265 Y E BROWN ST 1287 PCC 750.93 52 95 146 Y E BROWN ST 1314 PCC 378.76 50 87 161 Y E BROWN ST 1315 PCC 567.48 50 92 196 Y E BROWN ST 1514 PCC 1563.25 49 97 144 Y E BROWN ST 1738 PCC 449.61 49 89 152 Y E BROWN ST 1739 PCC 56.76 50 75 651 Y E BROWN ST 1882 PCC 680.82 53 98 192 Y E BROWN ST 1883 PCC 1132.23 50 88 173 Y E BROWN ST 2010 PCC 366.95 42 87 246 Y E BROWN ST 2011 PCC 318.25 41 68 243 Y STREET NAME _ DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES E BROWN ST 2012 PCC 254.42 43 94 242 Y E BROWN ST 2013 PCC 205.91 43 79 327 Y E BROWN ST 2014 PCC 332.60 42 69 406 Y E BROWN ST 2015 PCC 386.57 52 85 354 Y E BROWN ST 2016 PCC 181.72 53 94 244 Y E BROWN ST 2017 PCC 173.54 46 87 353 Y E BUTLER CIR 1853 AC 157.40 24 81 316 Y E BUTLER CIR 1856 AC 221.84 21 84 379 Y E BUTLER ST 1831 AC 227.40 30 52 390 Y E BUTLER ST 1834 AC 36.12 30 85 141 Y E BUTLER ST 1836 AC 331.95 30 85 198 Y E BUTLER ST 1839 AC 248.62 28 88 138 Y E BUTLER ST 1840 AC 70.51 28 87 127 Y E BUTLER ST 1841 AC 115.64 30 81 111 Y E BUTLER ST 1842 AC 165.65 30 86 95 Y E BUTLER ST 1845 AC 89.68 26 91 141 Y E BUTLER ST 1847 AC 122.53 27 89 149 Y E BUTLER ST 1848 AC 224.60 27 91 130 Y E BUTLER ST 1854 AC 190.61 26 83 250 Y E COLLINS BLVD 1972 PCC 207.38 29 100 314 Y E COLLINS BLVD 1982 PCC 292.66 20 98 176 Y E COLLINS BLVD 1983 PCC 190.87 21 70 -1 Y TEST SPEED<15 MPH E FM 544 12 AC 83.88 20 70 102 Y E FM 544 13 PCC 259.52 49 94 139 Y E FM 544 14 AC 152.80 24 81 104 Y E FM 544 15 AC 144.43 24 86 83 Y E FM 544 16 AC 33.01 20 43 -1 Y TEST SPEED<15 MPH E FM 544 17 AC 243.99 20 55 100 Y E FM 544 18 AC 333.72 21 54 95 Y E FM 544 19 AC 280.51 20 58 168 Y E FM 544 21 AC 82.76 24 87 117 Y E FM 544 22 AC 49.06 24 72 80 Y E FM 544 23 AC 281.87 23 68 134 Y E FM 544 24 AC 167.39 20 60 237 Y E FM 544 25 PCC 105.96 49 100 176 Y E FM 544 26 AC 40.68 24 45 117 Y E FM 544 37 AC 328.86 21 50 109 Y E FM 544 51 AC 243.84 20 39 129 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES E FM 544 52 AC 264.38 21 46 166 Y E FM 544 53 AC 212.95 21 62 140 Y E FM 544 54 AC 358.44 24 47 145 Y E FM 544 55 AC 620.18 23 62 123 Y E FM 544 56 AC 135.03 24 83 201 Y E FM 544 57 AC 153.74 27 64 203 Y E FM 544 58 AC 229.21 49 59 173 Y E FM 544 59 PCC 228.26 48 100 164 Y E FM 544 60 PCC 23.51 49 100 -1 Y TEST SPEED<15 MPH E FM 544 61 PCC 405.74 47 89 140 Y E FM 544 62 PCC 49.53 47 79 122 Y E FM 544 109 AC 625.57 26 59 118 Y E FM 544 110 AC 153.34 20 53 97 Y E FM 544 111 AC 188.42 24 77 125 Y E FM 544 112 AC 503.34 25 55 116 Y E FM 544 1572 AC 129.03 41 44 191 Y E FM 544 1723 AC 55.11 31 64 120 Y E FM 544 1724 AC 92.37 37 66 169 Y E FM 544 2349 AC 47.67 24 45 123 Y E FM 544 2473 AC 48.22 32 67 382 Y E FM 544 2710 AC 98.24 20 45 168 Y E FM 544 2792 PCC 30.50 64 100 159 Y E FM 544 2807 AC 139.23 24 82 79 Y E FM 544 2808 AC 38.44 24 67 87 Y E GASTON DR 825 PCC 474.13 25 75 322 Y E GASTON DR 828 PCC 301.94 24 55 339 Y E GASTON DR 837 PCC 308.54 25 68 322 Y EJEFFERSONST 1816 AC 233.14 24 79 445 Y EJEFFERSONST 1817 AC 349.67 30 78 326 Y EJEFFERSONST 1818 AC 364.77 34 52 280 Y E MARBLE ST 1405 AC 159.41 22 55 271 Y E MARBLE ST 1406 AC 141.08 22 35 346 Y E MARBLE ST 1407 AC 166.04 22 64 190 Y E MARBLE ST 1800 AC 154.71 22 69 320 Y E MARBLE ST 1812 AC 253.16 24 88 240 Y E MARBLE ST 1813 AC 258.65 24 84 127 Y E MARBLE ST 1821 AC 349.47 30 75 143 Y E MARBLE ST 1824 AC 166.70 31 85 175 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES E MARBLE ST 1826 AC 197.57 32 70 148 Y E OAK ST 1386 PCC 138.80 24 74 320 Y E OAK ST 1441 PCC 435.96 24 73 283 Y E OAK ST 1455 PCC 283.50 25 100 180 Y E OAK ST 1456 PCC 477.66 26 85 175 Y E OAK ST 1457 PCC 300.27 25 71 400 Y E OAK ST 1515 PCC 615.46 25 98 143 Y E OAK ST 1516 PCC 160.56 25 77 352 Y E OAK ST 1517 PCC 150.51 24 93 210 Y E OAK ST 1518 PCC 151.00 24 87 187 Y E OAK ST 1519 PCC 297.94 24 54 351 Y E OAK ST 1881 PCC 310.28 25 79 388 Y E OAK ST 1329 AC 266.01 22 90 202 Y E OAK ST 1350 AC 173.40 24 87 522 Y E OAK ST 1404 AC 176.10 21 70 121 Y E OAK ST 1415 AC 296.18 21 61 242 Y E OAK ST 1416 AC 535.60 22 90 244 Y E OAK ST 1417 AC 156.66 22 89 274 Y E OAK ST 1418 AC 122.83 22 91 212 Y E OAK ST 1798 PCC 234.74 22 73 277 Y E OAK ST 1799 AC 165.61 42 81 239 Y E OAK ST 1801 AC 164.73 21 75 292 Y E OAK ST 1806 AC 199.59 40 78 238 Y E OAK ST 1810 PCC 219.00 22 83 316 Y E OAK ST 1811 AC 345.93 21 60 282 Y E OAK ST 2076 PCC 390.85 27 78 370 Y E OAK ST 2102 PCC 131.07 28 89 365 Y E OAK ST 2103 PCC 489.33 27 73 341 Y E OAK ST 2493 PCC 173.72 28 75 290 Y E OAK ST 2494 PCC 161.31 27 81 356 Y E STONE CIR 394 PCC 437.21 22 80 321 Y E STONE CIR 421 PCC 86.47 48 75 -1 Y TEST SPEED<15 MPH E STONE CIR 445 PCC 365.51 26 76 229 Y E STONE RD 63 PCC 93.86 46 97 181 Y E STONE RD 64 AC 377.01 20 35 232 Y E STONE RD 65 AC 524.72 30 62 240 Y E STONE RD 66 AC 433.46 19 44 312 Y E STONE RD 67 AC 718.04 18 47 339 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES E STONE RD 121 AC 356.48 20 32 414 Y E STONE RD 122 AC 361.18 20 42 295 Y E STONE RD 123 AC 43.22 20 37 257 Y E STONE RD 124 AC 368.28 20 36 308 Y E STONE RD 259 PCC 323.43 58 98 196 Y E STONE RD 1340 PCC 144.40 60 96 174 Y E STONE RD 1341 PCC 179.15 60 90 255 Y E STONE RD 1343 PCC 924.93 52 87 149 Y E STONE RD 1360 PCC 292.87 62 100 173 Y E STONE RD 1361 PCC 312.79 62 87 198 Y E STONE RD 1362 PCC 182.45 60 96 223 Y E STONE RD 1451 PCC 220.19 60 96 170 Y E STONE RD 1452 PCC 740.62 59 90 175 Y E STONE RD 1669 PCC 317.91 58 95 263 Y E STONE RD 1671 PCC 472.80 53 75 302 Y E STONE RD 1725 PCC 1172.12 48 99 126 Y E STONE RD 1736 PCC 204.85 47 86 408 Y E STONE RD 1932 AC 896.82 20 77 188 Y E STONE RD 2108 AC 128.14 20 33 330 Y E STONE RD 2109 AC 483.43 20 31 311 Y E STONE RD 2110 AC 29.79 20 55 233 Y E STONE RD 2111 AC 21.07 20 34 199 Y E STONE RD 2703 PCC 461.84 58 67 339 Y E STONE RD 2768 AC 148.07 20 28 278 Y E STONE RD 3143 PCC 58.41 46 100 243 Y E STONE RD 3144 PCC 390.75 52 83 256 Y EAGLE GLEN DR 2386 PCC 567.31 30 92 247 Y EAGLE GLEN DR 2387 PCC 270.11 30 98 239 Y EAGLE LAKE CT 1471 PCC 741.77 23 96 190 Y EAGLE MOUNTAIN DR 140 PCC 765.37 24 100 103 Y EAGLE MOUNTAIN DR 155 PCC 320.29 24 79 146 Y EAGLE MOUNTAIN DR 2468 PCC 144.96 24 100 229 Y EAGLESCLIFFE LNDG 2040 PCC 381.26 29 100 135 Y EAGLESCLIFFE LNDG 2141 PCC 216.43 28 100 158 Y EASTEDGE DR 770 PCC 290.13 27 100 174 Y EASTEDGE DR 1597 PCC 290.43 27 98 235 Y EASTEDGE DR 2448 PCC 194.60 30 90 156 Y EASTEDGE DR 2449 PCC 289.30 29 85 233 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES EASTER DR 310 AC 359.09 24 82 163 Y EASTER DR 311 AC 432.82 24 79 146 Y EASTRIDGE CT 1385 PCC 276.02 25 72 319 Y EASTRIDGE CT 1387 PCC 194.68 25 70 297 Y EASTRIDGE CT 1433 PCC 88.64 72 81 -1 Y TEST SPEED<15 MPH EASTWOOD DR 651 PCC 1301.57 24 95 151 Y EDGEBROOK CT 678 PCC 612.93 24 99 163 Y EDGEVIEW DR 2215 PCC 153.29 28 100 398 Y EDGEVIEW DR 2217 PCC 197.26 30 100 153 Y EDISON LN 1077 PCC 365.86 30 81 210 Y EDWARD DR 2186 PCC 347.26 28 100 193 Y EDWARD DR 2187 PCC 146.17 30 100 165 Y EDWARD DR 2191 PCC 299.87 30 100 182 Y EDWARD DR 2485 PCC 171.10 30 100 214 Y EDWARD DR 2486 PCC 206.09 30 100 206 Y EDWARD DR 2487 PCC 120.87 28 100 143 Y ELAINE CT 1946 PCC 34.92 69 100 -1 Y TEST SPEED<15 MPH ELAINE CT 1947 PCC 84.69 46 89 -1 Y TEST SPEED<15 MPH ELAINE CT 1948 PCC 227.00 31 85 182 Y ELAINE DR 1933 PCC 237.59 52 83 340 Y ELAINE DR 1938 PCC 616.92 41 95 223 Y ELAINE DR 1939 PCC 327.67 38 100 212 Y ELAINE DR 1943 PCC 183.62 38 94 280 Y ELAINE DR 1944 PCC 233.20 38 100 182 Y ELAINE DR 1945 PCC 132.10 38 98 219 Y ELDERBERRY DR 742 PCC 560.19 30 93 279 Y ELI CT 2038 PCC 234.61 22 92 236 Y ELKMONT DR 1087 PCC 86.92 30 98 152 Y ELKMONT DR 1088 PCC 305.73 28 87 289 Y ELKMONT DR 1089 PCC 586.70 28 79 203 Y ELKMONT DR 1094 PCC 303.02 28 76 188 Y ELKMONT DR 1095 PCC 295.95 28 76 212 Y ELLIOT ST 335 PCC 187.88 24 25 495 Y ELLIOT ST 338 AC 88.31 22 77 377 Y ELLIOT ST 439 PCC 971.25 24 64 287 Y ELLIOT ST 632 AC 237.37 18 69 322 Y ELM DR 1857 PCC 1450.94 35 88 137 Y EMERALD BROOK CT 2284 PCC 74.78 78 92 129 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES EMERALD EDGE DR 2506 286.84 26 -1 -1 N DOES NOT EXIST EMERALD EDGE DR 2508 901.30 26 -1 -1 N DOES NOT EXIST EMERALD EDGE DR 2684 488.98 26 -1 -1 N DOES NOT EXIST EMERALD VISTA BLVD 3126 1325.12 26 -1 -1 N DOES NOT EXIST EMERALD VISTA BLVD 3127 543.12 26 -1 -1 N DOES NOT EXIST EMERALD VISTA BLVD 3128 541.13 26 -1 -1 N DOES NOT EXIST EMERALD VISTA BLVD 3129 530.70 26 -1 -1 N DOES NOT EXIST EMERALD VISTA BLVD 3130 439.96 26 -1 -1 N DOES NOT EXIST EMILY LN 2570 PCC 429.92 26 98 238 Y ENCHANTED CV 2263 PCC 907.64 30 92 285 Y ENCHANTED FOREST DR 484 PCC 318.94 24 100 163 Y ENCHANTED FOREST DR 485 PCC 315.06 24 100 131 Y ENCHANTED FOREST DR 1654 PCC 233.34 34 94 215 Y ENDICOTT CT 2205 PCC 512.51 29 100 156 Y ESCAMBIA LN 969 PCC 316.05 29 100 309 Y ESCAMBIA LN 1041 PCC 306.47 27 100 234 Y ESSIE WAY 1544 PCC 371.38 30 74 256 Y ETHAN LN 2821 605.45 26 -1 -1 N DOES NOT EXIST ETHAN LN 2824 PCC 502.61 26 100 156 Y EUBANKS LN 1199 PCC 400.31 20 65 250 Y EUBANKS LN 1235 AC 1535.18 19 60 164 Y EUBANKS LN 1313 AC 742.88 21 65 164 Y EUBANKS LN 1316 PCC 529.36 19 87 399 Y EUGENE DR 696 PCC 314.82 26 100 187 Y EUGENE DR 775 PCC 135.49 26 83 141 Y EVELYNE CT 693 PCC 475.17 25 100 161 Y EVELYNE DR 710 PCC 318.87 25 100 148 Y EVELYNE DR 716 PCC 96.54 26 92 148 Y EVELYNE DR 717 PCC 279.30 25 98 192 Y EVERGLADE LN 684 PCC 234.57 25 98 271 Y EVERGLADE LN 690 PCC 286.71 24 98 139 Y EXCHANGE ST 127 PCC 937.42 32 71 281 Y FAIR HIGHLANDS TRL 451 PCC 254.75 24 88 243 Y FAIR HIGHLANDS TRL 2235 PCC 128.30 24 100 267 Y FAIR PARKE LN 543 PCC 341.80 24 98 281 Y FAIR PARKE LN 547 PCC 915.45 24 74 234 Y FAIR PARKE LN 555 PCC 760.18 27 90 196 Y FAIR PARKE LN 618 PCC 804.45 28 80 211 Y STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES FAIRCRESTLN 624 PCC 446.98 24 79 220 Y FAIRDALE CT 662 PCC 127.24 28 87 -1 Y TEST SPEED<15 MPH FAIRFIELD DR 2055 PCC 579.09 30 89 289 Y FAIRFIELD DR 2443 PCC 615.37 29 88 180 Y FAIRFIELD DR 2444 PCC 222.98 28 77 277 Y FAIRLAKE DR 607 PCC 314.14 24 55 323 Y FAIRLAKE DR 2231 PCC 132.06 24 94 135 Y FAIRLAND DR 533 PCC 266.57 24 75 254 Y FAIRLAND DR 534 PCC 481.41 24 73 302 Y FAIRLAND DR 538 PCC 286.56 24 100 219 Y FAIRLAND DR 539 PCC 292.57 24 98 233 Y FAIRLAND DR 540 PCC 283.77 24 98 118 Y FAIRLAND DR 627 PCC 678.57 24 86 225 Y FAIRLAND DR 2225 PCC 247.83 24 79 289 Y FAIRMOUNT DR 817 AC 939.35 25 91 187 Y FAIRSIDE LN 1581 PCC 287.81 24 77 198 Y FAIRVIEW DR 1322 PCC 433.24 25 75 240 Y FAIRWAY BEND DR 567 PCC 226.60 24 77 246 Y FAIRWAY BEND DR 2233 PCC 168.03 24 75 220 Y FAIRWAY BLUFF DR 566 PCC 584.64 24 76 254 Y FAIRWAY CROSSING RD 612 PCC 467.11 24 73 214 Y FAIRWAY CROSSING RD 613 PCC 365.61 25 87 289 Y FAIRWAY GLEN DR 626 PCC 711.96 24 97 150 Y FAIRWAY VIEW LN 544 PCC 1028.08 25 74 264 Y FAIRWAY WINDS CT 541 PCC 277.97 24 79 265 Y FAIRWAY WINDS CT 546 PCC 276.80 24 73 342 Y FAIRWAY WINDS CT 1634 PCC 175.50 24 75 200 Y FAIRWAY WINDS CT 2227 PCC 154.30 24 80 206 Y FAIRWAY WOODS DR 545 PCC 447.81 24 93 257 Y FAIRWAY WOODS DR 1633 PCC 535.37 24 74 333 Y FAIRWAY WOODS DR 2240 PCC 89.42 25 79 334 Y FAIRWOOD DR 1485 PCC 310.10 24 84 168 Y FALCON DR 3138 287.92 26 -1 -1 N DOES NOT EXIST FALCONS WAY 2388 PCC 605.65 30 98 201 Y FAYETTE CT 1013 PCC 465.70 26 100 158 Y FEATHERSTONE TRL 2039 PCC 168.22 28 94 207 Y FEATHERSTONETRL 2528 PCC 246.62 28 100 215 Y FEATHERSTONETRL 2529 PCC 138.41 28 95 266 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES FEATHERSTONE TRL 2530 PCC 137.38 28 98 195 Y FEATHERSTONETRL 2531 PCC 153.92 28 98 150 Y FIELDSTONE DR 926 PCC 442.12 26 98 222 Y FLAGSTONE WAY 353 AC 164.72 26 88 172 Y FLAGSTONE WAY 354 PCC 687.70 25 75 294 Y FLEMING CT 2618 PCC 104.31 32 94 -1 Y TEST SPEED<15 MPH FLEMING CT 2619 PCC 120.05 32 90 -1 Y TEST SPEED<15 MPH FLEMING CT 2620 PCC 49.96 28 80 -1 Y TEST SPEED<15 MPH FLEMING CT 2621 140.35 23 -1 -1 N BLOCKED BY GATE FLEMING CT 2622 345.21 23 -1 -1 N BLOCKED BY GATE FLEMING CT 2623 181.38 32 -1 -1 N BLOCKED BY GATE FLEMING ST 336 PCC 205.78 34 43 322 Y FLEMING ST 337 PCC 1053.70 34 72 216 Y FLEMING ST 472 PCC 360.89 34 95 218 Y FLEMING ST 560 PCC 1197.93 30 71 194 Y FLEMING ST 576 PCC 228.30 34 81 257 Y FLEMING ST 581 PCC 192.08 30 69 391 Y FLEMING ST 585 PCC 365.36 34 81 199 Y FLEMING ST 586 PCC 582.15 35 95 214 Y FLEMING ST 587 PCC 326.47 34 79 194 Y FLEMING ST 1582 PCC 158.96 34 91 327 Y FLEMING ST 1583 PCC 108.99 34 84 185 Y FLEMING ST 2399 PCC 46.79 34 100 162 Y FLEMING ST 2532 PCC 178.91 34 72 262 Y FM 1378 113 PCC 133.82 32 88 159 Y FM 1378 114 PCC 506.57 40 79 174 Y FM 1378 115 PCC 301.26 46 100 185 Y FM 1378 116 PCC 1089.75 38 99 185 Y FM 1378 117 PCC 240.02 46 100 207 Y FM 1378 118 PCC 140.19 35 100 193 Y FM 1378 119 PCC 302.61 35 100 152 Y FM 1378 840 PCC 39.93 46 78 510 Y FM 1378 841 PCC 1448.52 39 97 175 Y FM 1378 1001 PCC 1774.03 36 93 167 Y FM 1378 1136 PCC 297.66 42 100 154 Y FM 1378 1137 PCC 360.83 39 100 142 Y FM 1378 1140 PCC 299.66 35 100 167 Y FM 1378 1141 PCC 263.61 41 100 144 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES FM 1378 1142 PCC 682.59 39 92 151 Y FM 1378 1144 PCC 246.33 36 87 178 Y FM 1378 1146 PCC 290.65 43 100 165 Y FM 1378 1147 PCC 300.68 41 78 154 Y FM 1378 1149 PCC 634.47 40 89 158 Y FM 1378 1150 PCC 300.41 42 85 167 Y FM 1378 1689 PCC 318.41 39 100 157 Y FM 1378 2218 PCC 24.88 46 90 234 Y FM 1378 2219 PCC 20.30 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2959 PCC 1777.02 38 98 134 Y FM 1378 2960 PCC 40.37 46 63 -1 Y TEST SPEED<15 MPH FM 1378 2963 PCC 1447.72 39 97 124 Y FM 1378 2965 PCC 55.73 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2966 PCC 680.37 39 98 127 Y FM 1378 2968 PCC 252.10 36 83 201 Y FM 1378 2970 PCC 626.09 40 90 273 Y FM 1378 2972 PCC 308.29 35 100 172 Y FM 1378 2974 PCC 295.41 41 100 191 Y FM 1378 2976 PCC 24.88 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2977 PCC 20.30 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2979 PCC 294.18 35 100 131 Y FM 1378 2980 PCC 298.74 36 100 174 Y FM 1378 2985 PCC 27.07 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2986 PCC 27.10 46 88 92 Y FM 1378 2987 PCC 48.94 46 95 363 Y FM 1378 2988 PCC 257.80 41 100 158 Y FM 1378 2990 PCC 32.72 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2991 PCC 22.38 46 100 -1 Y TEST SPEED<15 MPH FM 1378 2993 PCC 359.74 35 100 148 Y FM 1378 2998 PCC 43.73 46 100 87 Y FM 1378 2999 PCC 42.67 46 98 -1 Y TEST SPEED<15 MPH FM 1378 3000 PCC 301.16 43 100 133 Y FM 1378 3003 PCC 53.04 46 98 284 Y FM 1378 3004 PCC 51.23 46 95 485 Y FM 1378 3005 PCC 319.05 37 100 144 Y FM 1378 3006 PCC 300.50 35 97 129 Y FM 1378 3007 PCC 141.98 46 96 244 Y FM 1378 3008 PCC 54.71 46 98 -1 Y TEST SPEED<15 MPH L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES FM 1378 3009 PCC 242.62 46 93 216 Y FM 1378 3010 PCC 53.73 46 100 -1 Y TEST SPEED<15 MPH FM 1378 3012 PCC 1094.16 38 86 200 Y FM 1378 3014 PCC 299.47 35 98 193 Y FM 1378 3015 PCC 508.36 41 96 198 Y FM 1378 3016 PCC 131.11 44 95 -1 Y TEST SPEED<15 MPH FOREST EDGE LN 1355 PCC 406.94 23 75 177 Y FOREST EDGE LN 1486 PCC 185.07 24 72 186 Y FOREST EDGE LN 1487 PCC 745.04 24 83 181 Y FORESTBROOK DR 631 PCC 1271.87 24 84 277 Y FORREST ROSS RD 1288 AC 1932.07 20 63 168 Y FORREST ROSS RD 1289 AC 646.30 22 47 263 Y FORSYTHIA DR 686 PCC 908.87 25 93 146 Y FORSYTHIA DR 1782 PCC 232.39 31 75 378 Y FOUNTAIN DR 682 PCC 288.19 24 98 141 Y FOUNTAIN DR 689 PCC 339.96 26 92 189 Y FOUNTAIN DR 765 PCC 292.55 24 100 252 Y FOUNTAIN DR 766 PCC 287.91 24 98 95 Y FOUNTAIN SPRAY DR 999 PCC 1113.28 26 100 184 Y FOX HILL DR 2044 PCC 289.28 30 100 187 Y FOX MEADOW DR 2369 PCC 495.22 25 100 210 Y FOXWOOD CT 1536 PCC 221.10 24 77 -1 Y TEST SPEED<15 MPH FOXWOOD LN 1353 PCC 1107.07 24 85 229 Y FOXWOOD LN 1394 PCC 454.89 24 75 515 Y FOXWOOD LN 1395 PCC 520.87 23 81 213 Y FOXWOOD LN 1414 PCC 553.94 24 61 410 Y FOXWOOD LN 1480 PCC 139.15 22 98 304 Y FOXWOOD LN 1538 PCC 462.12 26 79 371 Y FOXWOOD LN 1539 PCC 540.97 25 78 381 Y FOXWOOD LN 1540 PCC 434.53 28 69 423 Y FOXWOOD LN 1541 PCC 51.79 25 68 275 Y FOXWOOD LN 1542 PCC 298.80 24 67 391 Y FRANCESCA DR 1905 PCC 221.49 28 96 171 Y FRANCESCA DR 1917 PCC 104.14 28 87 237 Y FRANCESCA DR 1918 PCC 1066.76 28 83 190 Y FRANCIS DR 658 PCC 491.88 26 100 120 Y FRANCIS DR 659 PCC 493.99 26 98 124 Y FRANKLIN LN 919 PCC 222.39 30 75 206 Y STREET NAME _ DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES FRANKLIN LN 1008 PCC 172.11 30 77 210 Y GADSDEN LN 1007 PCC 296.58 28 92 93 Y GALLANT CT 1022 PCC 278.89 28 87 249 Y GALLEY WAY 897 PCC 315.01 25 94 298 Y GARDEN GATE LN 2542 PCC 181.79 26 98 286 Y GARDEN GATE LN 2543 PCC 256.19 26 97 186 Y GARDEN GATE LN 2544 PCC 137.90 26 98 236 Y GARDEN GATE LN 2761 PCC 176.69 26 98 325 Y GATEWAY BND 924 PCC 393.63 25 82 227 Y GATEWAY BND 925 PCC 290.86 24 75 305 Y GATEWAY BND 972 PCC 170.57 24 77 415 Y GATWICK CT 1892 PCC 469.82 30 94 185 Y GENEVIEVE DR 786 PCC 278.65 28 87 216 Y GENEVIEVE DR 787 PCC 277.28 28 87 181 Y GENEVIEVE DR 1911 PCC 460.97 28 98 153 Y GENEVIEVE DR 1912 PCC 208.53 28 75 426 Y GENEVIEVE DR 1913 PCC 126.49 26 91 420 Y GEORGETOWN DR 429 PCC 437.17 25 94 160 Y GEORGETOWN DR 430 PCC 178.09 25 93 222 Y GEORGETOWN DR 458 PCC 436.53 25 94 234 Y GEORGIANA DR 997 PCC 285.78 40 83 241 Y GEORGIANA DR 1107 PCC 456.29 44 92 173 Y GEORGIANA DR 1108 PCC 303.04 29 81 164 Y GEORGIANA DR 1109 PCC 292.46 29 86 162 Y GINSENG LN 687 PCC 300.30 30 100 133 Y GLEN LAKES CT 660 PCC 549.39 25 99 149 Y GLENDALE DR 1213 PCC 721.63 25 100 142 Y GLENDALE DR 1239 PCC 524.60 25 100 128 Y GLENWOOD DR 657 PCC 478.86 26 100 136 Y GLENWOOD DR 721 PCC 247.51 26 98 155 Y GLENWOOD DR 724 PCC 478.77 26 94 94 Y GLENWOOD DR 725 PCC 418.46 26 100 117 Y GOLD HILL DR 1212 PCC 592.75 23 100 177 Y GOLD HILL DR 1242 PCC 504.85 24 100 133 Y GOLDEN EAGLE PL 2589 PCC 187.68 24 92 427 Y GOLDENRAIN DR 183 PCC 132.34 24 82 184 Y GOLDENRAIN DR 184 PCC 238.19 24 71 177 Y GOLDENRAIN DR 185 PCC 298.32 24 98 148 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES GOLDENRAIN DR 194 PCC 294.41 24 98 127 Y GOLDENRAIN DR 198 PCC 286.79 24 95 130 Y GOLDENRAIN DR 199 PCC 286.25 24 98 130 Y GOLDFINCH LN 2764 PCC 255.66 26 98 198 Y GOLL RD 604 AC 188.23 22 11 370 Y GORDON DR 1153 PCC 355.25 25 92 98 Y GORDON DR 2457 PCC 154.89 25 100 113 Y GORDON DR 2458 PCC 131.25 25 100 151 Y GRAHAM CT 795 PCC 330.74 24 74 267 Y GRAHAM LN 806 PCC 507.40 26 62 395 Y GRAHAM LN 813 PCC 881.86 26 75 345 Y GRAND BAY RD 1043 PCC 291.05 26 92 180 Y GRAND FAIRWAY DR 625 PCC 585.81 24 100 137 Y GRAND HIGHLANDS DR 491 PCC 309.45 24 100 263 Y GRANDVIEW DR 2517 844.59 26 -1 -1 N DOES NOT EXIST GRANDVIEW DR 2519 PCC 630.16 26 98 226 Y GRANDVIEW DR 2564 PCC 241.47 26 98 317 Y UNCOLLECTED PORTION DOES NOT EXIST GRANDVIEW DR 2569 PCC 370.06 26 98 204 Y GRANDVIEW DR 2572 PCC 249.00 26 100 217 Y GRANDVIEW DR 2690 PCC 191.97 26 98 167 Y GRANDVIEW DR 2758 PCC 287.66 26 98 -1 Y UNCOLLECTED PORTION DOES NOT EXIST;TEST SPEED<15 MPH GRANT DR 839 PCC 154.31 26 76 409 Y GRANT DR 1166 PCC 480.82 26 76 248 Y GRASSY CREEK DR 132 PCC 634.25 24 85 154 Y GRASSY CREEK DR 166 PCC 290.59 25 75 267 Y GRASSY GLEN DR 888 PCC 209.86 26 95 188 Y GRASSY GLEN DR 1075 PCC 269.90 25 77 240 Y GRASSY GLEN DR 1076 PCC 53.08 26 83 -1 Y TEST SPEED<15 MPH GRAYHAWK DR 2061 PCC 207.61 28 87 -1 Y TEST SPEED<15 MPH GREAT MEADOWS DR 2185 PCC 528.52 28 100 157 Y GREAT MEADOWS DR 2188 PCC 304.40 29 100 167 Y GREAT MEADOWS DR 2250 PCC 151.65 28 98 197 Y GREEN MEADOWS WAY 2436 PCC 502.79 36 94 205 Y GREEN MEADOWS WAY 2588 PCC 583.19 38 97 232 Y GREEN MEADOWS WAY 2593 PCC 336.63 37 95 248 Y GREEN MEADOWS WAY 2595 PCC 153.28 36 94 167 Y GREEN MEADOWS WAY 2715 PCC 150.50 36 98 311 Y GREEN MEADOWS WAY 2772 PCC 363.20 26 98 169 Y ■ STREET NAME _DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES GREEN MEADOWS WAY 2773 PCC 343.42 26 94 174 Y GREEN MEADOWS WAY 2775 PCC 123.42 36 94 336 Y GREEN MEADOWS WAY 2777 PCC 472.03 26 94 169 Y GREEN MEADOWS WAY 2784 PCC 314.34 26 94 228 Y GREEN MEADOWS WAY 2811 PCC 138.79 26 98 130 Y GREEN MEADOWS WAY 2812 PCC 196.05 26 98 169 Y GREEN MEADOWS WAY 2813 PCC 193.74 26 94 183 Y GREEN MEADOWS WAY 2814 PCC 141.95 26 100 163 Y GREENE WAY 913 PCC 443.02 24 100 167 Y GREENE WAY 915 PCC 819.20 24 94 163 Y GREENLAWN DR 1942 PCC 392.71 30 100 208 Y GREENSBORO DR 1105 PCC 1079.79 28 97 121 Y GREENSBORO DR 1106 PCC 289.34 28 100 214 Y GUM TREE TRL 1899 PCC 772.21 30 82 213 Y GUM TREE TRL 2115 PCC 451.80 26 100 181 Y GUM TREE TRL 2116 PCC 149.10 30 97 350 Y GUM TREE WAY 2117 PCC 416.51 26 100 125 Y GUM TREE WAY 2118 PCC 145.00 26 100 166 Y GUNTERS MOUNTAIN LN 884 PCC 611.58 26 78 253 Y GUNTERS MOUNTAIN LN 1045 PCC 808.83 26 91 226 Y HALL CT 514 PCC 134.24 22 94 192 Y HALL DR 316 PCC 687.10 24 84 253 Y HALL DR 523 PCC 460.99 24 77 202 Y HALL DR 524 PCC 347.38 24 98 213 Y HALL DR 2336 PCC 56.59 24 83 -1 Y TEST SPEED<15 MPH HAMILTON RD 1063 PCC 210.35 24 74 320 Y HAMMOND DR 2202 PCC 425.44 30 100 123 Y HAMPSTEAD DR 138 PCC 528.42 24 86 181 Y HANCEVILLE WAY 907 PCC 655.95 29 100 213 Y HANCEVILLE WAY 1068 PCC 944.49 29 98 208 Y HARVEST BEND DR 886 PCC 432.39 24 73 257 Y HARVEST BEND DR 935 PCC 436.72 36 47 410 Y HARVEST BEND DR 957 PCC 285.60 26 64 274 Y HARVEST BLOSSOM WAY 2776 PCC 340.19 26 94 191 Y HARVEST BLOSSOM WAY 2780 PCC 178.89 26 94 236 Y HARVEST BLOSSOM WAY 2783 PCC 118.72 26 94 283 Y HARVEST CROSSING DR 91 PCC 188.83 24 100 173 Y HARVEST CROSSING DR 1543 PCC 254.08 24 100 138 Y Mi_FIREET NAME - DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES HARVEST CROSSING DR 2143 PCC 171.25 25 91 115 Y HARVEST CROSSING DR 2163 PCC 513.96 25 95 147 Y HARVEST CROSSING DR 2251 PCC 362.61 24 100 128 Y HARVEST CROSSING DR 2252 PCC 159.11 25 100 106 Y HARVEST CROSSING DR 2253 PCC 346.64 24 100 150 Y HARVEST CROSSING DR 2254 PCC 156.47 25 92 143 Y HARVEST CROSSING DR 2709 PCC 103.84 25 79 171 Y HAVENBROOK DR 1549 PCC 282.57 24 82 190 Y HAVENBROOK DR 1550 PCC 446.85 24 93 174 Y HAVENBROOK DR 1554 PCC 353.92 24 98 216 Y HAVENHILL LN 1780 PCC 191.90 25 96 293 Y HAVENWOOD LN 1778 PCC 253.40 24 83 244 Y HAWTHORN DR 2069 PCC 387.80 28 72 258 Y HAYMEADOW DR 816 PCC 239.91 25 79 182 Y HAYMEADOW DR 978 PCC 262.27 25 100 203 Y HAZELWOOD DR 778 PCC 307.95 28 100 134 Y HAZELWOOD DR 779 PCC 357.88 29 100 185 Y HEATHERWOOD DR 1354 PCC 344.72 24 65 195 Y HEATHERWOOD DR 1358 PCC 331.84 24 80 206 Y HEATHERWOOD DR 1413 PCC 896.38 24 83 220 Y HEATHERWOOD DR 1442 PCC 20.85 24 94 226 Y HEATHERWOOD DR 1483 PCC 741.79 25 69 272 Y HEATHERWOOD DR 1484 PCC 376.19 24 73 169 Y HEATHERWOOD DR 1537 PCC 466.39 29 77 451 Y HEMLOCK CT 1781 PCC 119.06 26 93 227 Y HENSLEY LN 1872 PCC 511.24 36 77 248 Y HENSLEY LN 1873 PCC 270.49 36 92 199 Y HENSLEY LN 1874 PCC 876.31 34 87 251 Y HENSLEY LN 1875 PCC 328.44 36 94 201 Y HENSLEY LN 1876 PCC 443.11 36 79 208 Y HENSLEY LN 1877 PCC 298.92 36 94 138 Y HENSLEY LN 1878 AC 2664.92 22 70 255 Y UNCOLLECTED PORTION DOES NOT EXIST HENSLEY LN 1880 PCC 2405.00 37 90 204 Y HENSLEY LN 2124 PCC 44.47 36 90 -1 Y TEST SPEED<15 MPH HENSLEY LN 2214 PCC 58.41 36 98 -1 Y TEST SPEED<15 MPH HENSLEY LN 2509 938.00 26 -1 -1 N DOES NOT EXIST HENSLEY LN 2510 PCC 532.94 26 94 163 Y HENSLEY LN 2514 197.75 26 -1 -1 N DOES NOT EXIST L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES HENSLEY LN 2525 PCC 163.53 26 98 283 Y HENSLEY LN 2533 PCC 642.23 26 96 159 Y HENSLEY LN 2534 PCC 1326.08 26 99 164 Y HENSLEY LN 2536 PCC 722.53 26 100 172 Y HENSLEY LN 2560 PCC 407.90 26 100 137 Y HENSLEY LN 2562 PCC 209.95 26 98 198 Y HERITAGE LN 1779 PCC 285.32 24 88 187 Y HERITAGE LN 1791 PCC 137.04 32 100 260 Y HERITAGE LN 1792 PCC 215.84 27 78 198 Y HERITAGE LN 1793 PCC 149.19 24 74 165 Y HERITAGE LN 1794 PCC 163.18 24 89 159 Y HERITAGE LN 1795 PCC 140.72 24 88 292 Y HERITAGE LN 1796 PCC 55.18 24 70 168 Y HIBISCUS DR 703 PCC 933.06 25 97 141 Y HICKORY WOODS WAY 2767 PCC 192.76 26 98 235 Y HICKORY WOODS WAY 2769 PCC 616.34 26 94 176 Y HICKORY WOODS WAY 2770 PCC 532.39 26 90 203 Y HICKORY WOODS WAY 2817 PCC 144.04 26 94 168 Y HIDDEN FAIRWAY DR 611 PCC 479.80 24 77 326 Y HIDDEN FAIRWAY DR 2232 PCC 143.54 26 79 136 Y HIDDEN OAKS DR 1931 PCC 538.10 24 100 118 Y HIDDEN OAKS DR 2266 PCC 191.07 23 100 106 Y HIDDEN ROSE CT 2598 PCC 132.77 25 94 -1 Y TEST SPEED<15 MPH HIDDEN VALLEY DR 1587 PCC 321.09 25 100 192 Y HIDEAWAY CT 180 PCC 338.34 24 100 153 Y HIDEAWAY CT 525 PCC 181.58 25 87 -1 Y TEST SPEED<15 MPH HIGH PARK WAY 1680 PCC 301.70 24 100 129 Y HIGH PARK WAY 2246 PCC 173.89 24 94 180 Y HIGHLAND CREEK DR 488 PCC 666.71 24 88 258 Y HIGHLAND CREEK DR 2237 PCC 140.99 25 92 192 Y HIGHLAND DR 505 PCC 270.00 25 89 233 Y HIGHLAND DR 506 PCC 469.33 25 100 233 Y HIGHLAND DR 507 PCC 269.39 25 79 346 Y HIGHLAND DR 508 PCC 512.88 24 93 276 Y HIGHLAND DR 2236 PCC 141.23 24 91 176 Y HIGHLAND FAIRWAY LN 531 PCC 522.73 24 95 206 Y HIGHLAND FAIRWAY LN 608 PCC 167.71 24 92 281 Y HIGHLAND FAIRWAY LN 609 PCC 304.28 24 68 205 Y Mi_STREET NAME _DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES HIGHLAND FAIRWAY LN 610 PCC 271.88 24 75 274 Y HIGHLAND FAIRWAY LN 614 PCC 265.26 24 89 206 Y HIGHLAND FAIRWAY LN 615 PCC 268.81 24 88 271 Y HIGHLAND FAIRWAY LN 616 PCC 283.88 24 73 172 Y HIGHLAND FAIRWAY LN 617 PCC 276.57 24 98 222 Y HIGHLAND FAIRWAY LN 2229 PCC 137.18 24 91 363 Y HIGHLAND GLEN TRL 492 PCC 987.91 25 91 278 Y HIGHLAND HAVEN LN 1867 PCC 273.29 24 73 305 Y HIGHLAND HAVEN LN 1868 PCC 265.52 25 79 266 Y HIGHLAND MEADOWS DR 501 PCC 165.94 24 98 360 Y HIGHLAND MEADOWS DR 502 PCC 445.74 24 100 186 Y HIGHLAND MEADOWS DR 2226 PCC 132.75 24 100 256 Y HIGHLAND OAKS DR 535 PCC 134.79 25 85 379 Y HIGHLAND OAKS DR 536 PCC 807.33 25 84 280 Y HIGHLAND PARK LN 530 PCC 366.99 24 74 245 Y HIGHLAND PARK LN 2228 PCC 134.10 24 78 325 Y HIGHLAND RIDGE DR 532 PCC 870.85 24 80 207 Y HIGHLAND RIDGE DR 605 PCC 168.70 24 85 233 Y HIGHLAND RIDGE DR 606 PCC 527.37 24 88 126 Y HIGHLAND RIDGE DR 619 PCC 266.08 24 75 308 Y HIGHLAND RIDGE DR 620 PCC 267.70 24 84 315 Y HIGHLAND RIDGE DR 621 PCC 267.29 24 91 204 Y HIGHLAND RIDGE DR 622 PCC 249.81 24 77 169 Y HIGHLAND RIDGE DR 623 PCC 271.58 24 86 194 Y HIGHLAND RIDGE DR 2230 PCC 139.91 24 75 463 Y HIGHLAND RIVER DR 493 PCC 279.68 25 87 242 Y HIGHLAND RIVER DR 2238 PCC 142.97 24 100 254 Y HIGHLAND VALLEY CT 495 PCC 635.04 24 80 255 Y HIGHLAND VALLEY CT 496 PCC 336.98 24 92 228 Y HIGHLAND VALLEY CT 537 PCC 194.68 25 75 534 Y HIGHLAND VALLEY CT 2239 PCC 123.19 24 100 145 Y HIGHLAND VIEW DR 490 PCC 308.86 24 93 211 Y HIGHLAND VIEW DR 503 PCC 169.57 24 92 299 Y HIGHLAND VIEW DR 504 PCC 265.59 24 93 215 Y HIGHLAND VIEW DR 542 PCC 170.01 25 78 448 Y HIGHLAND VIEW DR 2234 PCC 133.84 24 100 431 Y HILL VIEW TRL 1496 PCC 100.41 25 87 293 Y HILL VIEW TRL 1497 PCC 290.95 25 100 131 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES - HILL VIEW TRL 1505 PCC 971.28 24 98 169 Y HILLSIDE DR 164 PCC 220.82 24 100 216 Y HILLSIDE DR 168 PCC 292.41 24 78 214 Y HILLSIDE DR 169 PCC 286.61 24 100 204 Y HILLSIDE DR 175 PCC 152.12 24 79 204 Y HILLTOP LN 1339 AC 192.01 22 80 304 Y ONE WAY HILLTOP LN 1342 AC 652.17 24 91 156 Y HILLTOP LN 1450 AC 356.64 23 79 286 Y HILLTOP LN 1478 AC 80.62 28 94 359 Y HILLTOP LN 1479 AC 158.02 27 84 434 Y HILLTOP LN 1855 AC 1276.39 24 91 155 Y HINNANT CT 691 PCC 496.17 27 98 154 Y HINNANT DR 732 PCC 1278.36 36 100 130 Y HINNANT DR 1696 PCC 140.75 36 88 120 Y HODGES LN 1010 PCC 194.00 20 75 432 Y HODGES LN 1098 PCC 300.95 29 98 176 Y HODGES LN 2953 PCC 195.76 20 65 249 Y HODGES LN 2958 PCC 54.04 20 92 -1 Y TEST SPEED<15 MPH HOGUE LN 1777 PCC 759.65 25 100 229 Y HOGUE LN 1786 PCC 317.39 24 76 362 Y HOGUE LN 1787 PCC 179.99 24 79 211 Y HOGUE LN 1788 PCC 153.17 24 100 122 Y HOGUE LN 1789 PCC 191.77 24 96 184 Y HOGUE LN 1790 PCC 151.00 24 92 296 Y HOGUE LN 1797 PCC 382.59 25 73 309 Y HOGUE LN 2245 PCC 145.57 24 98 124 Y HOGUE LN 2276 PCC 36.45 25 94 -1 Y TEST SPEED<15 MPH HOLLY LN 1627 PCC 603.03 27 97 162 Y HONEY SUCKLE DR 665 PCC 281.12 24 100 226 Y HONEY SUCKLE DR 692 PCC 283.80 24 100 182 Y HUDSON DR 2059 PCC 289.43 29 84 190 Y HUGHES CT 317 PCC 194.22 25 71 293 Y HUNTERS WAY 791 PCC 629.87 29 100 196 Y HUNTERS WAY 2465 PCC 148.42 29 89 160 Y HUNTINGTON DR 595 PCC 624.51 24 89 266 Y HUNTSVILLE DR 848 PCC 348.10 25 98 219 Y HUNTSVILLE DR 892 PCC 330.37 24 98 140 Y HUNTSVILLE DR 950 PCC 579.99 25 97 169 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES HYDRANGEA DR 705 PCC 283.95 25 100 107 Y HYDRANGEA DR 706 PCC 273.56 25 98 168 Y IDLEWOOD DR 1900 PCC 444.30 30 75 310 Y INDIGO DR 1949 PCC 747.11 30 95 157 Y INDIGO DR 2211 PCC 292.10 30 98 167 Y INDUSTRIAL CT 408 PCC 222.32 26 64 449 Y INDUSTRIAL CT 433 PCC 320.18 24 75 336 Y IRELAND WAY 1293 PCC 627.24 30 75 253 Y IRENE DR 1936 PCC 343.79 30 100 135 Y IRENE DR 1937 PCC 363.41 30 100 139 Y IRIS DR 2410 PCC 580.02 28 95 224 Y IRON DALE DR 994 PCC 1174.78 29 89 137 Y IRON HORSE ST 1494 PCC 704.08 25 85 202 Y IRON HORSE ST 1499 PCC 657.40 25 96 181 Y IRON HORSE ST 1502 PCC 265.72 25 100 201 Y IRON HORSE ST 2330 PCC 56.10 25 100 184 Y ISAAC CIR 2634 504.13 23 -1 -1 N BLOCKED BY GATE ISAAC CIR 2635 141.85 23 -1 -1 N BLOCKED BY GATE ISAAC CIR 2637 194.63 22 -1 -1 N BLOCKED BY GATE J W AKIN LN 1327 AC 314.17 20 52 137 Y J W AKIN LN 1330 AC 316.69 23 54 170 Y J W AKIN LN 1344 AC 549.58 21 62 197 Y J W AKIN LN 1348 AC 315.01 22 64 153 Y J W AKIN LN 1356 AC 1181.20 21 66 226 Y J W AKIN LN 1357 AC 486.01 20 36 281 Y JACK OAK TRL 2850 267.39 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2851 324.93 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2852 148.65 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2853 192.46 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2879 205.54 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2880 524.97 26 -1 -1 N DOES NOT EXIST JACK OAK TRL 2884 227.02 26 -1 -1 N DOES NOT EXIST JACKSON CIR 401 AC 209.18 16 88 -1 Y TEST SPEED<15 MPH JACKSON CIR 462 AC 217.18 26 100 -1 Y TEST SPEED<15 MPH JACOB DR 768 PCC 501.98 26 98 134 Y JACOB DR 769 PCC 1146.81 26 99 112 Y JADE RD 2377 PCC 746.29 24 77 272 Y JADE RD 2492 PCC 227.62 25 79 227 Y MilmSTREET NAMES, DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 JAIDA DR 2082 PCC 266.83 30 100 165 Y JAMESTOWN DR 1254 PCC 1337.25 25 77 194 Y JASON ST 2371 973.03 24 -1 -1 N BLOCKED BY GATE JAYDEN LN 1770 PCC 597.12 28 100 185 Y JAYDEN LN 1771 PCC 518.26 30 97 181 Y JEFFREY DR 1870 PCC 280.40 29 82 215 Y JEFFREY DR 1916 PCC 276.50 28 98 159 Y JEFFREY DR 1950 PCC 431.07 32 97 167 Y JEFFREY DR 2790 PCC 282.42 32 98 179 Y JEFFREY DR 2791 PCC 172.69 31 91 118 Y JERRY WAYNE COMBEST ST 1879 PCC 1632.65 22 92 163 Y JESSICA DR 2083 PCC 734.77 30 100 142 Y KAMBER LN 820 PCC 1046.96 25 69 275 Y KAMBER LN 833 PCC 300.93 25 75 252 Y KAMBER LN 1176 PCC 659.85 25 77 264 Y KATHRYN ST 2156 999.23 24 -1 -1 N BLOCKED BY GATE KATHYLN 824 PCC 310.78 25 81 283 Y KATHYLN 829 PCC 232.09 26 76 225 Y KATIE CIR 790 PCC 375.49 29 89 248 Y KEEN AVE 86 PCC 162.88 14 88 182 Y KENDALL DR 1930 PCC 231.85 22 100 357 Y KENDALL DR 2269 PCC 232.47 22 97 182 Y KENDALL DR 2359 PCC 43.27 22 98 -1 Y TEST SPEED<15 MPH KENDALL DR 2360 PCC 42.80 22 96 -1 Y TEST SPEED<15 MPH KENNEDY DR 803 PCC 322.14 26 64 297 Y KENNEDY DR 838 PCC 322.24 26 67 301 Y KENNEDY DR 1169 PCC 222.09 26 73 308 Y KENNEDY DR 1170 PCC 312.76 26 72 259 Y KENNEDY DR 1171 PCC 315.75 26 78 263 Y KENNEDY DR 2946 PCC 55.57 26 100 -1 Y TEST SPEED<15 MPH KENWOOD DR 1904 PCC 312.21 32 74 175 Y KERMIT DR 1940 PCC 382.96 30 94 190 Y KERMIT DR 1941 PCC 290.76 30 100 208 Y KERNVILLE DR 1238 PCC 592.67 25 100 156 Y KERNVILLE DR 1258 PCC 617.57 24 95 163 Y KERWIN CT 373 PCC 556.52 25 92 180 Y KETTLEWOOD DR 3139 468.46 26 -1 -1 N DOES NOT EXIST KIMBERLY CT 712 PCC 710.65 26 93 182 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES KINGS CT 1464 PCC 191.89 29 80 334 Y KINGS CT 1735 PCC 298.56 27 65 323 Y KINGS CT 2394 PCC 141.56 28 94 390 Y KINGS CT 2759 PCC 141.12 26 91 320 Y KINGSBROOK DR 142 PCC 151.50 24 68 269 Y KINGSBROOK DR 143 PCC 1092.72 24 96 182 Y KINSLER DR 1859 PCC 182.39 30 100 161 Y KINSLER DR 1929 PCC 187.12 24 100 226 Y KINSTON CT 1021 PCC 217.91 28 100 238 Y KIRBY ST 257 PCC 471.07 44 90 288 Y KIRBY ST 297 PCC 316.52 55 97 195 Y KIRBY ST 298 PCC 315.83 45 59 189 Y KIRBY ST 1672 PCC 436.78 50 100 221 Y KNOLLWOOD RD 2288 PCC 464.97 25 100 132 Y KREYMER LN 1308 PCC 344.50 22 100 183 Y KREYMER LN 1309 PCC 344.18 22 76 352 Y KREYMER LN 1310 PCC 359.23 22 93 229 Y KREYMER LN 1311 PCC 354.30 22 71 259 Y KREYMER LN 1558 PCC 622.82 27 96 224 Y KREYMER LN 1559 PCC 1011.21 25 96 172 Y KREYMER LN 1722 PCC 928.34 38 90 254 Y KREYMER LN 1784 AC 311.85 18 59 301 Y KREYMER LN 1785 PCC 608.90 23 96 284 Y KRISTEN CT 301 PCC 221.90 26 73 332 Y KRISTEN LN 562 PCC 281.93 24 73 277 Y KRISTEN LN 563 PCC 526.48 21 75 261 Y KYLIE LN 793 PCC 1049.12 26 65 396 Y KYLIE LN 812 PCC 652.44 25 62 415 Y LAGOON DR 203 PCC 277.41 24 98 84 Y LAKE BREEZE DR 2158 PCC 313.41 24 100 167 Y LAKE DALLAS DR 413 PCC 300.56 24 94 188 Y LAKE FORK DR 2106 PCC 181.12 28 98 119 Y LAKE FORK DR 2650 PCC 146.04 29 79 296 Y LAKE FORK DR 2651 PCC 75.36 28 83 248 Y LAKE HIGHLANDS DR 494 PCC 528.36 25 97 293 Y LAKE TERRACE DR 20 PCC 335.46 24 100 178 Y LAKE TERRACE DR 1744 PCC 705.34 24 100 147 Y LAKE TERRACE DR 2157 PCC 96.28 24 100 199 Y - STREET NAME - DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES LAKE TERRACE DR 2164 PCC 1234.18 24 100 117 Y LAKE TEXOMA DR 1432 PCC 1006.51 24 98 110 Y LAKE TEXOMA DR 1440 PCC 779.61 24 99 156 Y LAKE TRAIL CT 1504 PCC 585.34 22 80 276 Y LAKE TRAIL CT 1509 PCC 80.15 24 98 132 Y LAKE TRAIL CT 1510 PCC 150.78 18 98 -1 Y TEST SPEED<15 MPH LAKE TRAVIS DR 1382 PCC 961.10 24 81 203 Y LAKE TRAVIS DR 1383 PCC 1325.31 24 97 159 Y LAKE TRAVIS DR 1573 PCC 51.43 24 97 304 Y LAKE TRL 1498 PCC 551.28 23 86 226 Y LAKE TRL 1506 PCC 794.51 23 95 127 Y LAKE TRL 2314 PCC 37.57 23 100 -1 Y TEST SPEED<15 MPH LAKE VISTA DR 1579 PCC 194.21 25 100 181 Y LAKE VISTA DR 2150 PCC 140.25 26 100 232 Y LAKE VISTA DR 2151 PCC 923.72 24 100 120 Y LAKE VISTA DR 2153 PCC 458.97 25 98 163 Y LAKE WHITNEY DR 1473 PCC 1007.24 24 99 156 Y LAKE WHITNEY DR 2344 PCC 47.01 25 100 -1 Y TEST SPEED<15 MPH LAKE WICHITA DR 414 PCC 235.16 24 82 157 Y LAKE WICHITA DR 1345 PCC 1010.19 24 100 154 Y LAKE WICHITA DR 1379 PCC 1088.53 24 90 141 Y LAKEFIELD DR 151 PCC 274.50 24 94 151 Y LAKEFIELD DR 152 PCC 268.26 42 87 219 Y LAKEFIELD DR 160 PCC 235.66 42 94 203 Y LAKEFIELD DR 161 PCC 315.31 42 98 201 Y LAKEFIELD DR 173 PCC 273.31 37 70 212 Y LAKEFIELD DR 174 PCC 126.35 42 93 119 Y LAKEFIELD DR 177 PCC 62.38 42 92 167 Y LAKEFIELD DR 207 PCC 146.54 42 95 277 Y LAKEFIELD DR 208 PCC 236.52 42 79 299 Y LAKEFIELD DR 215 PCC 294.55 23 73 397 Y LAKEFIELD DR 216 PCC 293.90 46 77 228 Y LAKEFIELD DR 217 PCC 289.93 46 95 194 Y LAKEFIELD DR 218 PCC 289.39 46 100 294 Y LAKEFIELD DR 410 PCC 505.88 42 74 255 Y LAKEFIELD DR 592 PCC 875.10 43 89 261 Y LAKEFIELD DR 1590 PCC 373.87 43 89 297 Y LAKEFIELD DR 2713 PCC 321.71 42 94 293 Y STREET NAME _DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES LAKEFIELD DR 2714 PCC 146.02 42 85 344 Y LAKEFIELD DR 2942 PCC 63.23 43 88 -1 Y TEST SPEED<15 MPH LAKEFRONT DR 178 PCC 1019.03 24 92 148 Y LAKEHURST DR 204 PCC 303.43 24 61 206 Y LAKEHURST DR 205 PCC 218.78 24 98 130 Y LAKERIDGE LN 167 PCC 332.07 24 100 217 Y LAKEWOOD DR 1474 PCC 755.95 24 86 204 Y LAKEWOOD DR 3011 PCC 52.71 46 98 -1 Y TEST SPEED<15 MPH LAKEWOOD LN 134 PCC 295.81 24 98 147 Y LANCASTER CT 1056 PCC 77.98 52 84 -1 Y TEST SPEED<15 MPH LANDING DR 1862 PCC 889.07 28 100 126 Y LANTANA LN 2031 PCC 835.04 24 99 183 Y LANWOOD DR 1443 PCC 213.40 24 92 251 Y LANWOOD DR 1481 PCC 373.43 24 88 223 Y LANWOOD DR 1482 PCC 308.19 27 87 301 Y LANWOOD DR 2074 PCC 291.97 26 98 191 Y LARIAT LN 1192 PCC 1003.17 38 64 291 Y LARKSPUR LN 2396 PCC 288.79 30 98 122 Y LARKSPUR LN 2397 PCC 138.76 30 98 111 Y LARKSPUR LN 2691 169.88 26 -1 -1 N DOES NOT EXIST LAURA DR 739 PCC 216.30 26 75 167 Y LAURA DR 1700 PCC 279.09 26 100 122 Y LAUREL LN 2561 PCC 174.98 26 94 300 Y LAUREL LN 2563 PCC 178.30 26 94 -1 Y TEST SPEED<15 MPH LAURELLN 2567 PCC 473.03 26 100 215 Y LAUREL VISTA TRL 3125 231.59 26 -1 -1 N DOES NOT EXIST LAURELCHERRY LN 2786 PCC 460.09 26 98 194 Y LAURELCHERRY LN 2787 PCC 354.84 26 100 171 Y LAURELCHERRY LN 2788 PCC 354.57 26 100 195 Y LAURELCHERRY LN 2789 PCC 217.19 26 98 176 Y LAURELCHERRYLN 2809 PCC 129.39 26 98 211 Y LAVENDER LN 2026 PCC 692.20 25 92 156 Y LEESA CT 1591 PCC 217.73 24 84 255 Y LEESA DR 1598 PCC 1150.71 29 100 145 Y LEEWARD LN 883 PCC 1022.86 25 92 161 Y LEEWARD LN 961 PCC 1219.40 25 91 184 Y LEEWARD LN 974 PCC 285.83 25 87 270 Y LEEWARD LN 2973 PCC 58.46 28 100 -1 Y TEST SPEED<15 MPH L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES LENA CT 1594 PCC 245.13 25 92 176 Y LENA DR 1596 PCC 1149.84 27 98 114 Y LENNOX DR 1526 PCC 315.54 25 98 188 Y LENTEN ROSE DR 2418 PCC 591.43 27 87 244 Y LESLIE DR 784 PCC 743.16 26 96 100 Y LESLIE DR 785 PCC 527.06 40 99 98 Y LEWIS DR 694 PCC 295.11 26 100 154 Y LEWIS DR 728 PCC 116.07 20 75 650 Y LEWIS DR 734 PCC 348.38 36 98 198 Y LEWIS DR 735 PCC 248.81 42 98 281 Y LEWIS DR 1592 PCC 302.58 36 91 175 Y LEWIS DR 1593 PCC 295.20 36 100 155 Y LEWIS DR 1595 PCC 298.06 36 96 116 Y LEWIS DR 1599 PCC 310.92 26 100 113 Y LEWIS DR 1600 PCC 442.58 34 100 265 Y LEWIS DR 1601 PCC 125.31 20 80 -1 Y TEST SPEED<15 MPH LEWIS DR 1602 PCC 216.36 29 94 284 Y LIBERTY CIR 1428 PCC 111.18 26 64 -1 Y TEST SPEED<15 MPH LIBERTY DR 1439 AC 522.92 24 82 207 Y LIBERTY DR 1448 AC 656.50 23 85 216 Y LILY POND CT 900 PCC 123.34 26 90 333 Y LINCOLN DR 1160 PCC 218.14 25 55 353 Y LINCOLN DR 1161 PCC 316.50 25 76 259 Y LINCOLN DR 1162 PCC 313.26 25 73 453 Y LINCOLN DR 1163 PCC 326.61 26 69 423 Y LINCOLN DR 1164 PCC 322.62 25 70 295 Y LINCOLN DR 2951 PCC 59.76 25 100 -1 Y TEST SPEED<15 MPH LINDEN AVE 1053 PCC 228.16 24 98 127 Y LINDEN AVE 1054 PCC 285.95 24 86 164 Y LINDEN AVE 1055 PCC 178.55 24 98 214 Y LINDEN AVE 1057 PCC 315.86 24 86 137 Y LINDEN AVE 1058 PCC 83.46 24 79 145 Y LIONEL ST 2170 922.92 24 -1 -1 N BLOCKED BY GATE LIONEL ST 2484 68.47 23 -1 -1 N BLOCKED BY GATE LIVE OAK DR 2032 PCC 913.99 27 92 163 Y LOCHWOOD DR 137 PCC 603.23 24 99 117 Y LOGAN CT 449 PCC 135.67 26 92 197 Y LOMBARDY DR 188 PCC 957.92 24 94 175 Y STREET NAME _DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES LOMBARDY DR 191 PCC 157.98 24 97 288 Y LONDON DR 1222 PCC 230.85 26 85 295 Y LONDON DR 1241 PCC 297.43 26 77 311 Y LONE LYNX WAY 2195 PCC 183.39 26 93 322 Y LONE LYNX WAY 2292 PCC 169.51 25 92 246 Y LONE LYNX WAY 2585 PCC 210.35 24 94 228 Y LONE LYNX WAY 2586 PCC 538.66 25 87 201 Y LONE LYNX WAY 2587 PCC 121.62 25 94 340 Y LONE LYNX WAY 2591 PCC 168.16 25 92 226 Y LONE STAR CT 1896 PCC 830.44 28 72 323 Y LONESOME DOVE TRL 871 PCC 722.61 25 100 170 Y LONESOME DOVE TRL 880 PCC 693.44 25 81 219 Y LONESOME DOVE TRL 975 PCC 848.12 25 96 160 Y LONG MEADOW RD 2092 PCC 897.01 26 100 175 Y LONG MEADOW RD 2093 PCC 176.22 26 91 131 Y LONG MEADOW RD 2095 PCC 235.77 25 100 207 Y LONG MEADOW RD 2287 PCC 181.10 25 100 202 Y LONG MEADOW RD 2289 PCC 172.32 25 98 204 Y LONG MEADOW RD 2370 PCC 291.35 25 85 194 Y LONG MEADOW RD 2432 PCC 124.83 25 100 276 Y LONG MEADOW RD 2433 PCC 136.40 25 92 234 Y LONG MEADOW RD 2434 PCC 147.52 25 100 182 Y LONGHORN DR 1897 PCC 293.69 28 77 329 Y LONGHORN DR 1898 PCC 156.66 29 79 285 Y LORENE DR 1545 PCC 1703.91 30 77 178 Y LORENE DR 1546 PCC 362.82 32 83 318 Y LOST HIGHLANDS LN 489 PCC 269.73 34 94 303 Y LOST HIGHLANDS LN 497 PCC 180.40 34 92 353 Y LOST HIGHLANDS LN 498 PCC 304.96 34 89 229 Y LOST HIGHLANDS LN 499 PCC 263.49 34 100 177 Y LOST HIGHLANDS LN 500 PCC 470.26 34 100 193 Y LOST HIGHLANDS LN 2608 PCC 285.83 35 87 152 Y LOST HIGHLANDS LN 2609 PCC 247.34 35 94 159 Y LOST HIGHLANDS LN 2610 PCC 339.31 34 97 163 Y LOST HIGHLANDS LN 2611 PCC 272.49 35 95 242 Y LOWNDES LN 968 PCC 755.63 26 74 182 Y LOWNDES LN 1040 PCC 419.75 26 78 231 Y LOXLEY DR 1190 PCC 294.33 29 83 295 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES LOXLEY DR 1191 PCC 305.80 29 92 295 Y LUVERNE DR 1188 PCC 1020.33 28 90 132 Y LUVERNE DR 1189 PCC 354.31 29 76 123 Y LYNDA LN 1249 AC 721.94 19 46 296 Y LYNDA LN 1747 AC 125.00 16 37 264 Y LYNDHURST DR 1886 PCC 759.47 30 84 258 Y LYNDHURST DR 1893 PCC 215.07 30 75 187 Y LYNDHURST DR 1895 PCC 733.68 30 90 173 Y LYNN CT 720 PCC 316.64 26 98 210 Y LYNN DR 711 PCC 334.29 26 94 161 Y LYNN DR 713 PCC 289.74 26 100 127 Y LYNN DR 715 PCC 655.27 26 97 187 Y LYNN DR 722 PCC 285.87 26 100 119 Y LYNN DR 1702 PCC 286.17 26 98 132 Y MADELEINE ST 2148 869.86 24 -1 -1 N BLOCKED BY GATE MADELEINE ST 2483 126.74 25 -1 -1 N BLOCKED BY GATE MADISON DR 1155 PCC 149.97 25 100 126 Y MADISON DR 1156 PCC 608.48 25 95 136 Y MADISON DR 2455 PCC 138.38 25 100 101 Y MAGNOLIA DR 2075 PCC 199.21 28 93 205 Y MAGNOLIA DR 2385 PCC 156.94 28 71 190 Y MAHONIA DR 182 PCC 284.42 24 86 204 Y MAHONIA DR 187 PCC 291.47 24 81 194 Y MAHONIA DR 704 PCC 258.62 24 100 163 Y MAIDEN DR 149 PCC 272.61 24 91 122 Y MAIDEN DR 150 PCC 294.54 24 70 98 Y MAJESTIC WAY 1462 PCC 229.59 25 100 209 Y MAJESTIC WAY 1527 PCC 431.28 25 92 151 Y MAJESTIC WAY 1528 PCC 350.29 25 83 155 Y MAJESTIC WAY 1580 PCC 649.80 30 89 214 Y MALTESE CIR 2389 PCC 552.96 28 98 203 Y MALTESE CIR 2391 PCC 273.40 28 92 223 Y MALTESE CIR 2393 PCC 275.31 28 98 135 Y MANCHESTER DR 2837 PCC 530.74 26 100 178 Y MANCHESTER DR 2840 PCC 453.83 26 100 163 Y MANCHESTER DR 2841 PCC 321.68 26 80 119 Y MAPLELEAF DR 863 PCC 37.75 26 92 158 Y MAPLELEAF DR 984 PCC 495.58 25 98 145 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES MAPLELEAF DR 1110 PCC 273.43 25 98 129 Y MAPLELEAF DR 1112 PCC 887.79 25 100 150 Y MAPLELEAF DR 1117 PCC 145.00 25 98 149 Y MAPLELEAF DR 1118 PCC 170.48 25 98 144 Y MARBLE CREEK DR 475 PCC 1293.30 30 68 190 Y MARBURY WAY 1030 PCC 501.79 29 92 261 Y MARBURY WAY 1044 PCC 163.95 30 96 284 Y MARDI GRAS LN 258 AC 1277.00 24 90 214 Y MARGOT CT 748 PCC 429.39 25 100 162 Y MARIGOLD DR 648 PCC 139.46 29 83 135 Y MARIGOLD DR 649 PCC 378.70 28 78 234 Y MARIGOLD DR 740 PCC 290.55 28 91 215 Y MARITIME LN 874 PCC 748.56 25 100 140 Y MARKHAM DR 1884 PCC 184.33 30 98 210 Y MARTHA DR 1871 PCC 1328.70 28 95 116 Y MARTIN DR 312 PCC 307.49 24 93 244 Y MARTIN DR 313 PCC 309.17 23 71 258 Y MARTIN DR 319 PCC 173.18 24 81 192 Y MARTIN DR 320 PCC 124.49 24 77 292 Y MARTIN DR 442 PCC 737.70 24 76 215 Y MARTIN DR 1430 PCC 494.88 22 78 244 Y MARTINEZ LN 570 PCC 631.51 32 84 224 Y MARTINEZ LN 571 PCC 218.95 22 68 170 Y MARTINEZ LN 572 PCC 357.95 22 98 179 Y MARTINEZ LN 573 PCC 283.26 22 55 211 Y MARTINEZ LN 574 PCC 163.85 22 74 223 Y MARTINEZ LN 575 PCC 311.23 22 61 285 Y MASON LN 1619 PCC 554.67 28 96 156 Y MASTERS AVE 1403 AC 124.66 30 84 181 Y MASTERS AVE 1561 AC 71.00 30 81 -1 Y TEST SPEED<15 MPH MASTERS AVE 1608 AC 341.04 20 53 230 Y MASTERS AVE 1804 AC 116.86 20 85 215 Y MASTERS AVE 1805 AC 227.70 22 61 283 Y MASTERS AVE 1849 AC 139.25 31 87 282 Y MASTERS AVE 1852 AC 349.68 20 62 212 Y MCBETH WAY 1461 PCC 135.23 26 94 158 Y MCCREARY RD 40 PCC 1199.93 50 75 344 Y MCCREARY RD 41 PCC 425.66 46 84 390 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES MCCREARY RD 42 PCC 278.49 56 82 327 Y MCCREARY RD 43 PCC 786.00 50 87 203 Y MCCREARY RD 44 PCC 370.00 53 98 111 Y MCCREARY RD 45 PCC 1036.23 53 86 144 Y MCCREARY RD 76 PCC 599.02 24 100 142 Y MCCREARY RD 78 PCC 1519.07 50 97 153 Y MCCREARY RD 89 PCC 776.83 48 67 294 Y MCCREARY RD 102 PCC 749.69 50 89 217 Y MCCREARY RD 103 PCC 625.52 54 77 401 Y MCCREARY RD 104 PCC 1155.60 51 88 148 Y MCCREARY RD 105 PCC 530.78 47 86 129 Y MCCREARY RD 106 PCC 1200.89 50 79 150 Y MCCREARY RD 120 PCC 1549.84 25 90 212 Y MCCREARY RD 230 PCC 75.73 30 100 130 Y MCCREARY RD 1641 PCC 417.24 22 100 139 Y MCCREARY RD 1642 PCC 224.27 46 100 158 Y MCCREARY RD 1643 PCC 227.38 24 100 146 Y MCCREARY RD 1644 PCC 816.40 22 98 104 Y MCCREARY RD 1645 PCC 748.42 23 90 239 Y MCCREARY RD 1646 PCC 689.36 23 88 131 Y MCCREARY RD 1647 PCC 129.94 27 89 207 Y MCCREARY RD 2641 PCC 395.64 27 100 128 Y MCCREARY RD 2642 PCC 364.46 27 98 104 Y MCCREARY RD 2644 PCC 369.41 23 100 164 Y MCMILLEN RD 39 AC 14.39 22 95 171 Y MCMILLEN RD 46 AC 657.02 22 95 175 Y MCMILLEN RD 47 AC 287.52 22 95 199 Y MCMILLEN RD 88 AC 373.37 27 91 145 Y MCMILLEN RD 95 AC 611.68 27 67 183 Y MCMILLEN RD 96 AC 245.43 22 66 111 Y MCMILLEN RD 800 AC 580.42 22 93 156 Y MCMILLEN RD 801 AC 1075.15 22 93 202 Y MCMILLEN RD 802 AC 213.40 22 91 185 Y MCMILLEN RD 1688 PCC 519.26 22 96 170 Y MCMILLEN RD 1698 AC 783.88 24 76 260 Y MCMILLEN RD 1740 AC 433.82 22 95 209 Y MCMILLEN RD 1919 PCC 357.05 30 94 162 Y MCMILLEN RD 1920 PCC 650.92 44 92 292 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 MCMILLEN RD 1921 PCC 264.24 56 83 324 Y MCMILLEN RD 1988 PCC 528.32 22 59 323 Y MCMILLEN RD 1989 PCC 644.50 22 64 299 Y MCMILLEN RD 2477 AC 338.25 27 96 337 Y MCMILLEN RD 2478 AC 337.20 27 96 -1 Y TEST SPEED<15 MPH MCMILLEN RD 2961 PCC 58.49 46 82 -1 Y TEST SPEED<15 MPH MEADOW BLUFF DR 2145 PCC 1068.46 24 99 119 Y MEADOW BLUFF DR 2171 PCC 539.78 24 100 117 Y MEADOW BLUFF DR 2257 PCC 196.48 24 100 159 Y MEADOW BLUFF DR 2258 PCC 176.32 24 98 107 Y MEADOW CT 438 PCC 159.14 23 80 -1 Y TEST SPEED<15 MPH MEADOW LN 355 AC 181.53 24 92 194 Y MEADOW LN 356 PCC 681.04 24 70 353 Y MEADOW LN 3124 299.06 26 -1 -1 N DOES NOT EXIST MEADOWLEAF LN 2049 PCC 402.60 25 92 224 Y MEANDERING DR 663 PCC 737.64 25 91 156 Y MEANDERING DR 773 PCC 319.75 25 77 367 Y MEGAN CT 1290 PCC 416.70 30 77 176 Y MEGAN CT 1291 PCC 252.22 30 76 290 Y MELROSE CT 2511 PCC 550.09 26 96 212 Y MELVIN DR 737 PCC 271.25 26 98 142 Y MELVIN DR 738 PCC 517.90 26 99 115 Y MELVIN DR 774 PCC 479.38 26 100 132 Y MEMORIAL DR 307 AC 162.86 23 88 161 Y MEMORIAL DR 308 AC 176.63 24 85 176 Y MEMORIAL DR 309 AC 399.01 23 84 158 Y MEMORIAL DR 418 AC 168.43 25 85 187 Y MEMORIAL DR 419 PCC 499.50 25 87 436 Y MEMORIAL DR 420 AC 345.36 24 76 217 Y MESA VERDE WAY 1704 PCC 319.89 30 71 224 Y MESA VERDE WAY 1705 PCC 289.88 30 75 306 Y MESA VERDE WAY 1706 PCC 282.26 30 58 187 Y MESA VERDE WAY 1707 PCC 253.29 30 73 201 Y MIDSTREAM DR 1615 PCC 487.47 28 80 244 Y SEGMENTATION DIFFERENT MIDSTREAM DR 1622 PCC 120.49 24 86 386 Y MIDSTREAM DR 1624 PCC 164.31 25 89 388 Y MILFORD DR 2058 PCC 553.16 29 90 165 Y MILLBROOK LN 956 PCC 570.15 25 100 168 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED . DTS NOTES MILLBROOK LN 980 PCC 286.56 24 81 169 Y MILLBROOK LN 2459 PCC 138.64 25 100 225 Y MILLSTONE DR 958 PCC 634.71 26 97 228 Y MILLSTONE DR 985 PCC 415.16 26 98 177 Y MINT MARIGOLD DR 2415 PCC 372.22 27 98 155 Y MINT MARIGOLD DR 2741 PCC 242.32 27 78 -1 Y UNCOLLECTED PORTION DOES NOT EXIST;TEST SPEED<15 MPH MINT MARIGOLD DR 2749 PCC 301.70 26 98 187 Y MISTFLOWER LN 2419 PCC 209.73 27 74 237 Y MISTFLOWER LN 2420 PCC 300.92 26 94 326 Y MISTFLOWER LN 2756 PCC 105.39 27 100 244 Y MISTY WAY 2149 PCC 164.56 24 89 179 Y MISTY WAY 2165 PCC 554.20 25 91 165 Y MISTY WAY 2168 PCC 535.78 24 96 132 Y MISTY WAY 2255 PCC 77.78 24 100 208 Y MISTY WAY 2256 PCC 130.14 24 90 137 Y MOBILE LN 933 PCC 714.42 25 100 164 Y MOBILE LN 934 PCC 603.93 25 96 121 Y MOCKINGBIRD WAY 1966 PCC 155.15 26 72 197 Y MOCKINGBIRD WAY 1967 PCC 235.86 25 99 166 Y MOCKINGBIRD WAY 1968 PCC 157.73 25 88 294 Y MONROE DR 1168 PCC 487.07 26 79 287 Y MONTAGUE TRL 1259 PCC 615.13 25 88 221 Y MONTAGUE TRL 1260 PCC 724.05 25 89 281 Y MONTGOMERY PL 1205 PCC 328.99 25 100 182 Y MOONSTONE CIR 2376 PCC 323.30 24 88 193 Y MORENO CT 2056 PCC 252.91 30 94 214 Y MORNING DEW CT 2051 PCC 265.56 26 100 133 Y MOSSWOOD DR 1130 PCC 318.59 26 98 164 Y MOSSY OAK LN 2045 PCC 1516.18 37 90 170 Y MOUNTAIN CREEK CT 2063 PCC 123.62 28 95 -1 Y TEST SPEED<15 MPH MOUNTAIN CREEK CT 2653 PCC 99.77 28 92 -1 Y TEST SPEED<15 MPH N BALLARD AVE 277 AC 393.15 52 84 241 Y N BALLARD AVE 1825 AC 421.34 25 47 203 Y N BALLARD AVE 1828 AC 377.61 24 72 143 Y N BENDING OAK LN 1388 PCC 988.71 25 85 239 Y N BIRMINGHAM ST 468 AC 436.68 26 76 188 Y N CARRIAGE HOUSE WAY 321 PCC 608.78 25 76 328 Y N CARRIAGE HOUSE WAY 452 PCC 142.85 25 54 427 Y Mli_FREET NAME - DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES N CARRIAGE HOUSE WAY 1922 PCC 284.55 25 67 338 Y N CARRIAGE HOUSE WAY 1923 PCC 109.40 25 77 429 Y N CARRIAGE HOUSE WAY 1924 PCC 63.91 25 75 408 Y N CARRIAGE HOUSE WAY 3085 PCC 41.64 25 100 -1 Y TEST SPEED<15 MPH N COTTON BELT AVE 240 AC 441.47 27 69 401 Y N COTTON BELT AVE 455 PCC 372.20 25 75 252 Y N COTTON BELT AVE 1990 PCC 318.35 25 78 261 Y N FIFTH ST 1319 AC 369.85 24 66 291 Y N FIFTH ST 1335 AC 421.06 22 80 222 Y N FIRST ST 1819 AC 399.14 24 85 257 Y N FIRST ST 1822 AC 368.01 22 87 190 Y N FIRST ST 1823 PCC 423.60 14 87 227 Y N FOURTH ST 1802 AC 420.52 20 49 195 Y N GASTON DR 794 PCC 880.26 25 82 311 Y N GASTON DR 822 PCC 558.05 25 74 426 Y N INVERNESS WAY 1458 PCC 360.74 26 98 173 Y N JACKSON AVE 466 AC 371.79 44 88 184 Y N JACKSON AVE 467 AC 430.60 37 86 234 Y N JACKSON AVE 561 AC 390.08 44 83 144 Y N JACKSON AVE 1083 AC 663.22 30 84 210 Y N KEEFER ST 344 AC 394.75 20 64 303 Y N KEEFER ST 424 AC 441.62 19 77 175 Y N KEEFER ST 440 AC 371.67 18 55 227 Y N KEEFER ST 1081 81.41 20 -1 -1 N PRIVATE DRIVEWAY N ROLLING MEADOW DR 1389 PCC 973.66 25 91 205 Y N RUSTIC TRL 242 PCC 298.72 25 75 264 Y N RUSTIC TRL 261 PCC 309.27 25 85 240 Y N RUSTIC TRL 271 PCC 302.66 25 74 245 Y N RUSTIC TRL 921 PCC 280.86 25 70 260 Y N RUSTIC TRL 922 PCC 185.02 25 74 323 Y N SECOND ST 1815 AC 370.02 22 93 206 Y N SECOND ST 1820 AC 397.59 22 88 242 Y N SECOND ST 1829 AC 324.32 24 95 179 Y UNCOLLECTED PORTION DOES NOT EXIST N THIRD ST 1814 254.90 16 -1 -1 N UNPAVED N WESTGATE WAY 80 PCC 161.15 34 95 261 Y N WESTGATE WAY 459 PCC 370.46 35 73 182 Y N WESTGATE WAY 569 PCC 356.24 34 67 267 Y N WESTGATE WAY 805 PCC 169.55 35 82 318 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES N WESTGATE WAY 917 PCC 256.27 34 100 198 Y N WESTGATE WAY 947 PCC 242.92 34 100 194 Y N WESTGATE WAY 1033 PCC 299.72 34 100 250 Y N WESTGATE WAY 1085 PCC 1056.19 35 98 166 Y N WESTGATE WAY 1086 PCC 560.41 34 100 176 Y N WESTGATE WAY 1157 PCC 287.98 35 75 172 Y N WESTGATE WAY 1711 PCC 63.72 86 98 205 Y N WESTGATE WAY 1712 PCC 214.30 35 93 259 Y N WESTGATE WAY 1713 PCC 381.72 34 96 206 Y N WESTGATE WAY 1714 PCC 311.18 34 90 240 Y N WESTGATE WAY 1715 PCC 287.84 34 100 178 Y N WESTGATE WAY 1716 PCC 292.00 34 100 212 Y N WESTGATE WAY 1717 PCC 173.06 34 94 228 Y N WESTGATE WAY 3081 PCC 40.28 35 98 -1 Y TEST SPEED<15 MPH N WINDING OAKS DR 237 PCC 288.24 25 46 282 Y N WINDING OAKS DR 241 PCC 333.87 24 66 269 Y N WINDING OAKS DR 325 PCC 212.72 25 75 207 Y N WINDING OAKS DR 326 PCC 94.10 25 63 217 Y N WINDING OAKS DR 327 PCC 442.08 25 72 413 Y N WINDING OAKS DR 799 PCC 158.35 34 62 299 Y N WINDING OAKS DR 814 PCC 484.97 34 83 332 Y N WINDING OAKS DR 819 PCC 659.08 34 66 231 Y N WINDING OAKS DR 823 PCC 1052.71 34 67 314 Y N WINDING OAKS DR 923 PCC 287.31 24 33 367 Y NANCY DR 1869 PCC 276.82 28 98 191 Y NANCY DR 2079 PCC 357.93 30 85 202 Y NANCY DR 2212 PCC 145.00 30 94 268 Y NANCY DR 2213 PCC 151.35 30 92 210 Y NANDINA DR 159 PCC 971.46 24 94 160 Y NATHAN DR 1906 PCC 176.14 28 90 154 Y NATHAN DR 1907 PCC 289.79 28 98 207 Y NATHAN DR 1908 PCC 742.52 28 84 195 Y NEVALN 2179 PCC 301.88 34 100 134 Y NEVA LN 2827 PCC 333.18 34 100 134 Y NEWHAVEN DR 2042 PCC 248.86 28 100 202 Y NICHOLAS ST 2147 958.94 24 -1 -1 N BLOCKED BY GATE NICKELVILLE LN 384 PCC 289.92 24 82 243 Y NICKELVILLE LN 386 PCC 386.41 24 77 234 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES NICKELVILLE LN 387 PCC 192.85 24 91 254 Y NICKELVILLE LN 435 PCC 288.64 24 76 321 Y NIGHTHAWK DR 2392 PCC 372.71 30 98 191 Y NIGHTHAWK DR 2395 PCC 356.35 30 90 221 Y NOBLE MAN WAY 1453 PCC 345.24 26 94 205 Y NOLAN LN 2565 467.98 26 -1 -1 N DOES NOT EXIST NORFORK DR 1198 AC 323.59 26 84 345 Y NORTH LAKE DR 1337 PCC 294.44 24 77 229 Y NORTH LAKE DR 1346 PCC 297.28 22 75 364 Y NORTH LAKE DR 1429 PCC 178.23 24 74 151 Y NORTH LAKE DR 2342 PCC 49.30 25 95 -1 Y TEST SPEED<15 MPH NORTH POINT DR 2495 PCC 577.41 26 92 219 Y NORTH POINT DR 2497 PCC 182.12 26 98 249 Y NORTHRIDGE DR 1551 PCC 504.34 24 99 197 Y NORTHVIEW DR 1741 PCC 193.47 24 88 497 Y NORTHWOOD DR 1860 PCC 308.37 28 100 178 Y OAK GLEN DR 1979 PCC 1114.10 24 91 169 Y OAKBROOK DR 1364 PCC 350.66 23 98 264 Y OAKBROOK DR 1365 PCC 808.77 25 86 286 Y OAKBROOK DR 1372 PCC 596.45 24 89 227 Y OAKBROOK DR 1373 PCC 318.18 23 100 235 Y OAKBROOK DR 1374 PCC 155.60 24 98 254 Y OAKBROOK DR 1375 PCC 202.25 24 88 234 Y OAKBROOK DR 1376 PCC 236.30 24 81 196 Y OAKBROOK DR 1377 PCC 403.50 22 98 189 Y OAKCREST DR 448 PCC 1275.22 30 73 212 Y OAKCREST DR 461 PCC 195.39 45 73 235 Y OAKRIDGE DR 2535 PCC 199.32 26 98 437 Y OAKRIDGE DR 2537 PCC 192.04 26 98 651 Y OAKRIDGE DR 2539 PCC 125.97 26 98 230 Y OAKRIDGE DR 2546 PCC 134.60 26 98 202 Y OAKRIDGE DR 2677 PCC 133.57 26 98 336 Y ODENVILLE DR 927 PCC 623.38 29 96 224 Y ODENVILLE DR 993 PCC 308.82 30 94 221 Y ODENVILLE DR 1042 PCC 547.86 29 88 276 Y ODENVILLE DR 2464 PCC 113.88 30 100 313 Y OLD ALANIS DR 1864 PCC 682.62 42 70 367 Y OLD ALANIS DR 2474 PCC 417.17 20 22 371 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES OLD KNOLL DR 1224 PCC 243.20 25 83 228 Y OLD KNOLL DR 1225 PCC 489.79 25 76 263 Y OLD KNOLL DR 1226 PCC 213.86 25 90 312 Y OLD KNOLL DR 1251 PCC 289.36 24 86 206 Y OLD KNOLL DR 1307 PCC 701.99 26 77 263 Y OLD PARKER RD 3013 PCC 54.68 38 98 -1 Y TEST SPEED<15 MPH OLD TROY RD 2796 229.41 20 -1 -1 N DOES NOT EXIST OLD TROY RD 2797 394.98 20 -1 -1 N DOES NOT EXIST OLD TROY RD 2798 202.24 24 -1 -1 N DOES NOT EXIST OLEANDER DR 147 PCC 998.06 24 100 146 Y OLIVIA DR 181 PCC 873.58 25 97 145 Y OLIVIA DR 707 PCC 147.67 27 73 244 Y OLIVIA DR 1690 PCC 138.15 46 86 281 Y ONYX DR 2081 PCC 234.39 30 98 187 Y ORCHARD TRL 890 PCC 342.69 25 100 185 Y ORCHARD TRL 891 PCC 587.58 25 95 267 Y OVERTON DR 971 PCC 286.70 24 86 185 Y OVERTON DR 1051 PCC 327.11 25 100 191 Y OVERTON DR 1052 PCC 312.91 24 100 154 Y OXFORD DR 1059 PCC 377.85 24 98 156 Y OXFORD DR 1060 PCC 273.10 24 66 355 Y OXFORD DR 1061 PCC 415.01 24 98 151 Y PAJARITO MOUNTAIN DR 1449 PCC 413.78 24 100 111 Y PALESTINE CT 2066 PCC 163.29 29 96 254 Y PALESTINE CT 2652 PCC 132.61 28 85 -1 Y TEST SPEED<15 MPH PALMDALE DR 1268 PCC 333.43 25 100 105 Y PALMDALE DR 1734 PCC 211.40 25 96 237 Y PARK BLVD 1 PCC 629.57 34 100 139 Y PARK BLVD 97 PCC 551.41 34 100 134 Y PARK BLVD 808 PCC 385.01 22 98 299 Y PARK BLVD 1023 PCC 642.39 34 99 166 Y PARK BLVD 1024 PCC 1377.40 34 88 219 Y PARK BLVD 1172 PCC 1271.25 22 89 282 Y PARK BLVD 1173 AC 431.47 33 95 277 Y PARK BLVD 1174 PCC 597.69 22 64 378 Y PARK BLVD 1745 PCC 27.52 34 100 -1 Y TEST SPEED<15 MPH PARK BLVD 2475 PCC 153.90 22 96 422 Y PARK BLVD 2476 AC 434.03 27 96 -1 Y TEST SPEED<15 MPH L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES PARK BLVD 2962 PCC 56.89 46 84 -1 Y TEST SPEED< 15 MPH PARK ST 234 AC 124.77 22 75 365 Y PARK ST 288 AC 189.55 22 91 198 Y PARK ST 1321 AC 308.47 22 93 242 Y PARK ST 1333 AC 157.82 22 92 144 Y PARK ST 1351 AC 316.53 22 78 319 Y PARK ST 2639 AC 157.04 22 93 205 Y PARKBRIDGE CT 1903 PCC 350.86 36 68 292 Y PARKE HOLLOW DR 554 PCC 574.74 24 100 253 Y PARKE LAKE DR 558 PCC 779.15 25 93 160 Y PARKE LAKE DR 559 PCC 269.39 24 100 182 Y PARKE VIEW DR 556 PCC 330.94 25 100 247 Y PARKE VIEW DR 557 PCC 268.89 25 100 375 Y PARKE VIEW DR 2224 PCC 109.09 24 98 142 Y PARKER RD 3017 PCC 55.71 46 80 180 Y PARKHURST CT 598 PCC 750.74 30 94 359 Y PARKSIDE DR 596 PCC 154.69 30 74 571 Y PARKSIDE DR 597 PCC 238.14 30 61 460 Y PARKSIDE DR 600 PCC 135.09 30 90 219 Y PARKSIDE DR 601 PCC 274.50 29 89 162 Y PARKSIDE DR 2451 PCC 147.56 30 67 584 Y PARKVISTA CT 591 PCC 101.28 74 80 485 Y PARKWOOD DR 1901 PCC 1003.83 30 85 285 Y PARLIAMENT DR 1223 PCC 150.18 26 78 275 Y PARLIAMENT DR 1243 PCC 158.20 24 75 259 Y PATRICIA DR 2372 275.21 24 -1 -1 N BLOCKED BY GATE PATRICIA DR 2373 248.01 24 -1 -1 N BLOCKED BY GATE PATRICIA DR 2374 129.08 24 -1 -1 N BLOCKED BY GATE PATRICIA DR 2375 246.68 24 -1 -1 N BLOCKED BY GATE PATRICIA DR 2489 117.36 25 -1 -1 N BLOCKED BY GATE PATRICK ST 2819 650.32 26 -1 -1 N DOES NOT EXIST PATRICK ST 2820 PCC 352.75 26 100 144 Y PATRICK ST 2823 PCC 187.77 26 96 186 Y PATRICK ST 2826 182.53 26 -1 -1 N DOES NOT EXIST PAUL WILSON RD 49 AC 161.21 21 37 358 Y PAUL WILSON RD 70 AC 151.51 22 29 437 Y PAUL WILSON RD 79 AC 29.23 22 29 489 Y PAUL WILSON RD 81 AC 285.98 22 38 293 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES PAUL WILSON RD 90 AC 251.52 21 37 392 Y PAUL WILSON RD 101 AC 317.35 22 34 458 Y PEACHWOOD DR 2070 PCC 293.06 32 87 259 Y PEACHWOOD DR 2104 PCC 248.14 27 60 353 Y PEACHWOOD DR 2470 PCC 92.30 31 89 99 Y PEACHWOOD DR 2471 PCC 183.31 28 69 282 Y PEARL RD 2378 PCC 896.11 25 77 286 Y PEARL RD 2491 PCC 87.38 25 87 270 Y PEBBLECREEK DR 1902 PCC 660.69 30 100 196 Y PEGGY LOFTICE DR 730 PCC 314.89 26 100 163 Y PEGGY LOFTICE DR 733 PCC 366.11 26 92 98 Y PEGGY LOFTICE DR 1914 PCC 190.58 26 83 178 Y PEGGY LOFTICE DR 1915 PCC 180.15 26 90 258 Y PEMBERTON DR 470 PCC 349.71 25 94 199 Y PEMBERTON DR 584 PCC 309.53 25 98 158 Y PENDALL DR 1927 PCC 765.63 23 96 111 Y PENDALL DR 1928 PCC 467.48 24 100 136 Y PENDING NAME 2843 373.75 26 -1 -1 N DOES NOT EXIST PENDING NAME 2844 132.18 26 -1 -1 N DOES NOT EXIST PENDING NAME 2845 294.21 26 -1 -1 N DOES NOT EXIST PEPPERMILL LN 2527 285.90 26 -1 -1 N DOES NOT EXIST PERIWINKLE DR 741 PCC 317.57 28 100 145 Y PERIWINKLE DR 743 PCC 291.12 28 100 200 Y PERIWINKLE DR 744 PCC 674.52 29 97 152 Y PERIWINKLE DR 776 PCC 281.57 28 100 211 Y PERIWINKLE DR 777 PCC 296.49 28 100 197 Y PERSFULLN 2035 PCC 397.78 24 88 231 Y PERSFUL LN 2352 PCC 48.03 24 90 -1 Y TEST SPEED<15 MPH PERTHSHIRE DR 2366 PCC 283.89 27 100 153 Y PERTHSHIRE DR 2367 PCC 163.34 27 100 143 Y PERTHSHIRE DR 2488 PCC 183.97 28 95 162 Y PHEASANT CREEK DR 2144 PCC 308.91 24 93 143 Y PHEASANT CREEK DR 2160 PCC 321.15 24 100 167 Y PHEASANT CREEK DR 2162 PCC 305.20 25 94 143 Y PHEASANT CREEK DR 2175 PCC 200.61 24 88 206 Y PHEASANT HILL CT 2763 PCC 258.42 26 98 245 Y PHEASANT XING 2390 PCC 893.49 30 98 176 Y PHILLIP LN 2129 PCC 326.55 25 100 148 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES - PICCADILLY CIR 1237 PCC 458.34 25 65 300 Y PICKENS LN 1183 PCC 285.32 24 100 177 Y PICKENS LN 1184 PCC 264.98 24 100 181 Y PICKWICK LN 970 PCC 619.51 27 60 186 Y PICKWICK LN 1038 PCC 434.29 27 73 295 Y PICKWICK LN 1069 PCC 446.76 29 91 208 Y PINE RIDGE DR 1331 PCC 312.69 23 82 390 Y PINE RIDGE DR 1334 PCC 302.12 24 74 361 Y PINEWOOD DR 1116 PCC 627.92 24 93 155 Y PINK MUHLY TRL 2849 188.32 26 -1 -1 N DOES NOT EXIST PINK MUHLY TRL 2885 94.68 26 -1 -1 N DOES NOT EXIST PIRATE DR 1338 AC 737.65 28 92 168 Y PIRATE DR 1477 AC 722.33 20 71 192 Y PIRATE DR 1667 AC 873.98 28 88 191 Y PLEASANT GROVE WAY 2605 PCC 358.58 25 100 153 Y PLEASANT VALLEY RD 31 AC 193.05 20 70 291 Y PLEASANT VALLEY RD 83 AC 455.20 20 93 297 Y PLEASANT VALLEY RD 84 AC 1081.45 25 68 322 Y PLEASANT VALLEY RD 2726 AC 1237.46 22 80 145 Y PLEASANT VALLEY RD 2727 AC 737.65 23 86 122 Y PLEASANT VALLEY RD 2732 AC 391.22 22 85 119 Y PLEASANT VALLEY RD 2733 AC 985.28 23 83 105 Y PLEASANT VALLEY RD 2734 AC 746.62 22 79 161 Y PLEASANT VALLEY RD 2735 AC 398.84 22 84 128 Y PLEASANT VALLEY RD 2736 AC 35.71 22 85 -1 Y TEST SPEED<15 MPH PLEASANT VALLEY RD 2737 AC 216.83 22 64 154 Y PLEASANT VALLEY RD 2738 AC 843.19 22 76 142 Y PLEASANT VALLEY RD 2739 AC 280.90 22 72 175 Y PLEASANT VALLEY RD 2740 AC 793.83 25 84 191 Y PORT TACK LN 872 PCC 311.19 26 83 235 Y PORT TACK LN 873 PCC 328.49 26 92 230 Y PORT TACK LN 973 PCC 250.92 26 76 266 Y PRAIRIE CT 2154 PCC 375.35 25 98 126 Y PRAIRIE CT 2167 PCC 489.86 25 83 229 Y PRAIRIE HAVEN WAY 2607 PCC 262.86 25 100 181 Y PRESTON LN 788 PCC 787.46 29 84 222 Y PRESTON LN 789 PCC 347.41 30 85 191 Y PRESTON LN 792 PCC 349.71 30 83 163 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES PRIMROSE DR 650 PCC 494.34 29 100 251 Y PROSPER LN 2573 365.31 26 -1 -1 N DOES NOT EXIST PROVIDENCE DR 2196 PCC 295.78 28 85 421 Y PROVIDENCE DR 2201 PCC 436.15 30 89 189 Y PROVIDENCE DR 2440 PCC 147.85 30 95 171 Y PROVIDENCE DR 2442 PCC 160.74 30 78 484 Y PROVIDENCE DR 2447 PCC 143.81 30 100 175 Y PULLMAN PL 385 PCC 746.11 25 71 301 Y PURPLE HEART DR 2423 PCC 294.88 26 84 305 Y QUAIL CREEK BLVD 1349 PCC 313.39 23 75 238 Y QUAIL CREEK BLVD 1368 PCC 551.80 32 62 379 Y QUAIL MEADOW DR 875 PCC 727.12 26 81 143 Y QUAIL MEADOW DR 878 PCC 227.44 26 87 179 Y QUAIL MEADOW DR 881 PCC 838.54 26 85 199 Y QUAIL MEADOW DR 977 PCC 473.56 26 78 240 Y QUAIL MEADOW DR 1143 PCC 193.37 27 65 522 Y QUAIL MEADOW DR 2969 PCC 58.77 28 100 -1 Y TEST SPEED<15 MPH QUEENSGATE DR 1890 PCC 467.57 30 85 177 Y QUINCY CT 2208 PCC 297.37 30 86 165 Y RAIN TREE DR 842 PCC 261.12 26 90 289 Y RAIN TREE DR 899 PCC 339.66 25 78 233 Y RAIN TREE DR 901 PCC 289.04 25 88 334 Y RAIN TREE DR 940 PCC 170.34 26 90 233 Y RAIN TREE DR 963 PCC 222.55 25 80 237 Y RAIN TREE DR 988 PCC 536.78 25 74 324 Y RAIN TREE DR 1135 PCC 154.18 20 98 308 Y RAIN TREE DR 2994 PCC 64.98 25 59 -1 Y TEST SPEED<15 MPH RAIN TREE DR 2995 PCC 152.43 20 91 199 Y RAIN TREE DR 2996 PCC 56.11 20 100 194 Y RAIN TREE DR 2997 PCC 53.13 20 100 -1 Y TEST SPEED<15 MPH RAINBURST LN 645 PCC 840.54 24 100 146 Y RAINSVILLE DR 1027 PCC 464.79 28 98 246 Y RAINSVILLE DR 1028 PCC 316.67 29 95 219 Y RAINSVILLE DR 1029 PCC 552.93 29 96 253 Y RANCHWOOD DR 3131 1619.04 26 -1 -1 N DOES NOT EXIST RAVENSWOOD LN 2782 PCC 437.51 26 100 196 Y RAVENSWOOD LN 2810 PCC 141.11 26 90 192 Y RAY HUBBARD WAY 2062 PCC 275.66 29 77 284 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES RAY HUBBARD WAY 2078 PCC 141.08 28 97 133 Y RAY HUBBARD WAY 2613 PCC 259.32 28 94 96 Y RAY HUBBARD WAY 2614 PCC 322.53 28 94 187 Y RAY HUBBARD WAY 2615 PCC 290.36 28 73 199 Y RAY HUBBARD WAY 2616 PCC 123.58 28 70 249 Y RAY HUBBARD WAY 2654 PCC 124.66 28 93 282 Y RAY HUBBARD WAY 2655 PCC 140.92 28 98 99 Y RAY HUBBARD WAY 2656 PCC 240.29 28 98 119 Y RAY ROBERTS DR 2189 PCC 431.17 30 98 152 Y RAY ROBERTS DR 2648 PCC 147.60 30 100 208 Y RAY ROBERTS DR 2649 PCC 113.29 30 94 184 Y REAGAN DR 656 PCC 529.05 30 86 188 Y REAGENEA DR 636 PCC 516.13 26 97 122 Y REAGENEA DR 726 PCC 452.19 26 100 117 Y REAGENEA DR 727 PCC 276.95 26 100 128 Y REAGENEA DR 731 PCC 1273.72 26 100 107 Y REATA DR 1271 PCC 716.27 24 85 247 Y REATA DR 1274 PCC 623.56 24 92 126 Y RED BUD PASS 2029 PCC 901.56 27 80 186 Y RED BUD PASS 2137 PCC 143.87 26 98 179 Y RED RIVER DR 1488 PCC 412.83 24 100 133 Y REDBAY DR 864 PCC 325.95 25 98 186 Y REDCEDAR DR 982 PCC 156.94 26 89 192 Y REDCEDAR DR 983 PCC 640.67 25 99 128 Y REDCEDAR DR 1129 PCC 392.49 25 97 159 Y REDCEDAR DR 1134 PCC 1129.34 25 96 138 Y REDWOOD CT 2068 PCC 739.73 28 90 196 Y REED WAY 2034 PCC 373.77 22 100 159 Y REED WAY 2427 PCC 255.66 22 100 113 Y REGENCY DR 128 PCC 858.36 34 74 340 Y REGENCY DR 129 PCC 1080.99 34 78 213 Y REGENCY DR 228 PCC 567.65 33 72 284 Y REGENCY DR 229 PCC 171.67 34 77 304 Y REGRET DR 815 PCC 290.64 25 66 302 Y RICE RUN DR 1861 PCC 307.13 30 100 158 Y RICHLAND CHAMBERS CT 2077 PCC 328.97 28 90 198 Y RICHLAND CHAMBERS CT 2612 PCC 248.48 28 98 121 Y RIDGECOVE DR 939 PCC 711.62 26 94 149 Y ■ STREET NAME& DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES 4 RIDGEWAY ST 2836 PCC 140.67 26 98 375 Y RIDGEWAY ST 2838 PCC 202.73 26 100 240 Y RIDGEWAY ST 2842 PCC 179.57 26 98 205 Y RIDGEWAY ST 3080 PCC 38.91 25 100 -1 Y TEST SPEED<15 MPH RINGTAIL DR 1964 PCC 416.21 25 71 355 Y RINGTAIL DR 1965 PCC 336.82 25 82 166 Y RIVER OAKS CIR 3001 PCC 56.51 46 100 352 Y RIVERHEAD DR 700 PCC 151.83 25 90 174 Y RIVERHEAD DR 751 PCC 291.89 25 100 90 Y RIVERHEAD DR 752 PCC 290.75 25 100 169 Y RIVERHEAD DR 755 PCC 166.72 25 100 186 Y RIVERHEAD DR 756 PCC 339.63 25 83 112 Y RIVERVIEW CT 284 PCC 215.50 18 73 353 Y RIVERWAY LN 633 PCC 365.38 44 100 177 Y RIVERWAY LN 635 PCC 522.18 42 98 185 Y RIVERWAY LN 637 PCC 217.45 43 100 146 Y RIVERWAY LN 638 PCC 267.49 42 100 186 Y RIVERWAY LN 664 PCC 284.53 29 88 304 Y RIVERWAY LN 685 PCC 678.85 29 88 208 Y RIVERWAY LN 761 PCC 160.01 40 94 134 Y RIVERWAY LN 762 PCC 400.06 35 100 132 Y RIVERWAY LN 763 PCC 152.95 34 100 112 Y RIVERWAY LN 764 PCC 992.05 36 96 137 Y RIVERWAY LN 1610 PCC 339.97 36 97 199 Y RIVERWAY LN 1612 PCC 274.86 36 100 171 Y RIVERWAY LN 1783 PCC 157.31 44 68 476 Y ROANOKE CT 869 PCC 172.00 24 92 125 Y ROBERTS RAVINE RD 1974 PCC 915.58 25 71 338 Y ROBERTS RAVINE RD 1975 PCC 460.94 25 75 341 Y ROBERTS RAVINE RD 2306 PCC 49.34 25 73 -1 Y TEST SPEED<15 MPH ROBINWOOD RD 990 PCC 375.09 24 100 226 Y ROBINWOOD RD 991 PCC 324.94 24 100 178 Y ROCK ROSE LN 2846 298.43 26 -1 -1 N DOES NOT EXIST ROCK ROSE LN 2847 290.66 26 -1 -1 N DOES NOT EXIST ROCK ROSE LN 2848 443.00 26 -1 -1 N DOES NOT EXIST ROCK ROSE LN 2881 150.58 26 -1 -1 N DOES NOT EXIST ROCK ROSE LN 2882 137.75 26 -1 -1 N DOES NOT EXIST ROCKBROOK DR 529 PCC 311.42 24 89 259 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES ROCKBROOK DR 564 PCC 160.92 24 81 302 Y ROCKBROOK DR 565 PCC 315.31 24 88 102 Y ROCKBROOK DR 628 PCC 313.23 24 82 143 Y ROCKBROOK DR 1555 PCC 770.60 24 91 127 Y ROCKINGHAM DR 2060 PCC 588.63 30 100 133 Y ROCKINGHAM DR 2439 PCC 135.18 29 92 205 Y ROCKSPRING CIR 1370 PCC 294.63 21 98 231 Y ROCKSPRING DR 1431 PCC 725.48 24 92 186 Y ROCKTON DR 671 PCC 151.13 25 98 87 Y ROCKTON DR 672 PCC 216.13 25 96 98 Y ROCKTON DR 749 PCC 263.99 25 81 161 Y ROCKTON DR 750 PCC 290.29 25 100 128 Y ROCKTON DR 1623 PCC 213.53 26 100 180 Y ROLLING HILLS LN 2513 916.19 26 -1 -1 N DOES NOT EXIST ROSE FINCH CT 2583 PCC 278.75 25 98 265 Y ROSEMARY DR 2024 PCC 287.47 24 79 225 Y ROSEMARY DR 2087 PCC 290.93 24 91 186 Y ROSEMARY DR 2088 PCC 293.19 24 77 206 Y ROSEMARY DR 2416 PCC 567.44 26 100 154 Y ROSEMARY DR 2424 PCC 928.63 28 90 267 Y ROSEMARY DR 2743 PCC 144.49 25 90 135 Y RUBY DR 1909 PCC 1246.67 28 85 141 Y RUBY DR 1910 PCC 281.40 28 90 286 Y RUSH CREEK DR 1320 PCC 281.97 24 71 295 Y RUSH CREEK DR 1347 PCC 220.11 27 86 347 Y RUSH CREEK DR 1408 PCC 1202.93 25 74 400 Y RUSH CREEK DR 2071 PCC 430.65 30 91 321 Y RUSH CREEK DR 2384 PCC 164.43 29 79 193 Y RUSTIC CIR 920 PCC 463.32 25 85 263 Y RUSTIC PL 322 PCC 353.53 24 82 235 Y RUTHERFORD AVE 1206 PCC 197.20 49 88 188 Y RUTHERFORD AVE 1253 PCC 338.21 25 100 137 Y RUTHERFORD AVE 1261 PCC 241.15 24 100 169 Y RUTHERFORD AVE 1262 PCC 333.50 24 100 117 Y RUTHERFORD AVE 1263 PCC 333.70 24 100 142 Y RUTHERFORD AVE 1305 PCC 185.54 24 94 230 Y RUTHERFORD AVE 1306 PCC 329.46 24 100 151 Y RUTHERFORD AVE 2043 PCC 928.06 30 91 202 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES RUTHERFORD AVE 2112 PCC 960.57 30 84 184 Y RUTHERFORD AVE 2113 PCC 178.00 30 82 231 Y RUTLEDGE RD 979 PCC 531.20 24 92 205 Y RYAN LN 1617 PCC 371.45 28 100 208 Y S BALLARD AVE 4 PCC 89.05 47 98 209 Y S BALLARD AVE 5 PCC 547.58 54 98 130 Y S BALLARD AVE 8 PCC 403.24 55 98 163 Y S BALLARD AVE 35 PCC 79.45 48 98 69 Y S BALLARD AVE 36 PCC 73.39 48 98 108 Y S BALLARD AVE 69 PCC 384.42 50 98 156 Y S BALLARD AVE 77 PCC 333.37 48 98 135 Y S BALLARD AVE 87 PCC 137.48 48 98 96 Y S BALLARD AVE 125 PCC 197.57 48 98 158 Y S BALLARD AVE 126 PCC 151.28 56 98 136 Y S BALLARD AVE 295 PCC 325.79 60 76 309 Y S BALLARD AVE 395 PCC 102.60 60 68 255 Y S BALLARD AVE 396 PCC 230.41 54 78 272 Y S BALLARD AVE 397 PCC 287.34 45 76 255 Y S BALLARD AVE 398 PCC 352.40 46 77 284 Y S BALLARD AVE 1652 PCC 216.61 56 100 273 Y S BALLARD AVE 1655 PCC 720.14 59 90 223 Y S BALLARD AVE 1657 PCC 871.55 52 80 195 Y S BALLARD AVE 1659 PCC 73.33 64 98 234 Y S BALLARD AVE 1660 PCC 272.18 64 92 162 Y S BALLARD AVE 1661 PCC 269.13 62 100 212 Y S BALLARD AVE 1663 PCC 75.58 71 100 171 Y S BALLARD AVE 1664 PCC 384.56 50 95 172 Y S BALLARD AVE 1665 PCC 45.95 82 81 207 Y S BALLARD AVE 1666 PCC 335.65 66 100 177 Y S BALLARD AVE 1668 PCC 318.13 54 78 275 Y S BALLARD AVE 1674 PCC 409.46 52 100 238 Y S BALLARD AVE 1675 PCC 93.27 62 94 256 Y S BALLARD AVE 1746 PCC 87.74 48 98 69 Y S BALLARD AVE 1803 PCC 97.91 54 81 322 Y S BALLARD AVE 1808 PCC 523.12 50 90 209 Y S BALLARD AVE 1830 PCC 284.74 46 76 338 Y S BALLARD AVE 1832 PCC 229.29 50 81 199 Y S BALLARD AVE 2365 PCC 59.54 58 94 -1 Y TEST SPEED<15 MPH ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES S BALLARD AVE 2674 PCC 129.95 48 97 88 Y S BALLARD AVE 2704 PCC 108.89 61 73 459 Y S BENDING OAK LN 1427 PCC 639.83 25 70 295 Y S BENDING OAK LN 2479 PCC 153.69 26 75 570 Y S BENDING OAK LN 2480 PCC 203.60 26 57 265 Y S BIRMINGHAM ST 248 PCC 318.48 32 77 257 Y S BIRMINGHAM ST 256 PCC 318.77 26 75 220 Y S BIRMINGHAM ST 287 PCC 301.22 30 52 267 Y S BIRMINGHAM ST 290 PCC 333.04 32 55 292 Y S BIRMINGHAM ST 346 AC 359.99 22 81 150 Y S BIRMINGHAM ST 347 AC 128.59 24 60 208 Y S BIRMINGHAM ST 348 AC 169.72 24 72 151 Y S BIRMINGHAM ST 349 AC 88.89 24 53 186 Y S BIRMINGHAM ST 350 AC 127.82 24 79 173 Y S BIRMINGHAM ST 390 PCC 267.55 25 85 295 Y S BIRMINGHAM ST 391 PCC 84.37 30 80 218 Y S BIRMINGHAM ST 412 PCC 262.11 26 81 286 Y S BIRMINGHAM ST 436 PCC 321.70 26 69 233 Y S BIRMINGHAM ST 1662 PCC 242.30 28 70 315 Y S BIRMINGHAM ST 1670 PCC 308.70 32 65 310 Y S BIRMINGHAM ST 1673 PCC 376.91 30 49 245 Y S CARRIAGE HOUSE WAY 235 PCC 285.58 25 76 282 Y S CARRIAGE HOUSE WAY 244 PCC 262.23 25 70 339 Y S COTTON BELT AVE 238 PCC 224.58 28 73 286 Y S COTTON BELT AVE 275 AC 356.53 26 41 295 Y S COTTON BELT AVE 340 AC 178.98 27 42 278 Y S COTTON BELT AVE 341 AC 194.58 26 36 239 Y S FIFTH ST 1324 AC 419.19 20 88 245 Y S FIRST ST 393 AC 658.15 24 89 195 Y S FIRST ST 1833 AC 477.23 24 60 191 Y S FIRST ST 1835 AC 1247.03 24 75 286 Y S FOURTH ST 1401 PCC 426.87 22 74 411 Y S FOURTH ST 1402 PCC 283.99 24 77 240 Y S FOURTH ST 1846 AC 1278.40 23 87 183 Y S FOURTH ST 1850 AC 505.40 25 76 262 Y S FOURTH ST 1851 AC 425.82 21 63 183 Y S INVERNESS WAY 1459 PCC 331.67 26 76 431 Y S INVERNESS WAY 1460 PCC 317.64 26 98 262 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES S JACKSON AVE 291 AC 332.38 18 79 243 Y S JACKSON AVE 392 AC 869.30 37 85 215 Y S JACKSON AVE 399 AC 307.62 26 100 279 Y S JACKSON AVE 400 AC 307.01 27 100 247 Y S JACKSON AVE 446 AC 330.78 25 99 252 Y S JACKSON AVE 480 66.31 30 -1 -1 N DOES NOT EXIST S JACKSON AVE 481 AC 289.48 26 100 294 Y S KEEFER ST 423 AC 96.56 18 63 -1 Y TEST SPEED<15 MPH S KEEFER ST 630 AC 233.45 17 38 -1 Y TEST SPEED<15 MPH S ROLLING MEADOW DR 1520 PCC 178.42 25 61 357 Y S ROLLING MEADOW DR 1556 PCC 657.20 25 75 252 Y S ROLLING MEADOW DR 2472 PCC 151.05 25 70 303 Y S RUSTIC TRL 267 PCC 343.70 25 89 229 Y S RUSTIC TRL 332 PCC 184.71 25 79 269 Y S RUSTIC TRL 333 PCC 293.91 25 82 357 Y S SECOND ST 255 AC 358.49 25 76 318 Y S SECOND ST 285 AC 189.83 24 70 192 Y S SECOND ST 289 AC 342.94 31 77 208 Y S SECOND ST 292 AC 160.49 30 77 196 Y S SECOND ST 299 AC 140.40 30 79 182 Y S SECOND ST 590 AC 85.44 32 75 383 Y S SECOND ST 1609 AC 174.62 26 88 462 Y S SECOND ST 1837 AC 497.08 38 86 233 Y S SECOND ST 1843 AC 1188.84 32 90 166 Y S THIRD ST 1435 AC 164.19 28 66 333 Y S THIRD ST 1809 AC 260.29 28 79 302 Y S THIRD ST 1838 AC 1275.55 26 89 161 Y S THIRD ST 1844 AC 500.18 24 67 213 Y S WA ALLEN BLVD 3141 PCC 484.24 55 68 194 Y S WA ALLEN BLVD 3142 PCC 103.85 56 89 190 Y S WESTGATE WAY 243 PCC 275.76 34 78 187 Y S WESTGATE WAY 274 PCC 257.06 34 73 240 Y S WESTGATE WAY 568 PCC 242.81 50 80 203 Y S WESTGATE WAY 582 PCC 622.58 44 84 216 Y S WESTGATE WAY 589 PCC 197.52 40 90 152 Y S WESTGATE WAY 1703 PCC 438.91 34 76 173 Y S WESTGATE WAY 1708 PCC 450.51 41 75 345 Y S WESTGATE WAY 1709 PCC 756.60 40 73 285 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES S WESTGATE WAY 1710 PCC 745.95 40 75 236 Y S WESTGATE WAY 1993 PCC 348.93 44 94 229 Y S WESTGATE WAY 1994 PCC 475.64 44 94 210 Y S WESTGATE WAY 1995 PCC 308.95 42 78 281 Y S WESTGATE WAY 1996 PCC 302.36 44 92 178 Y S WINDING OAKS DR 239 PCC 334.01 24 72 322 Y S WINDING OAKS DR 264 PCC 371.25 24 51 328 Y SACHSE RD 6 AC 311.61 23 84 135 Y SACHSE RD 7 PCC 1430.71 50 96 148 Y SACHSE RD 1637 PCC 1458.37 50 91 166 Y SACHSERD 2220 AC 592.76 23 78 115 Y SACHSE RD 2243 PCC 34.51 56 100 -1 Y TEST SPEED<15 MPH SACHSE RD 2721 AC 184.83 23 76 137 Y SACHSE RD 2722 AC 18.48 23 64 162 Y SACHSERD 2723 AC 713.94 28 96 239 Y SACHSE RD 2724 AC 185.67 23 71 129 Y SACHSE RD 2725 AC 233.67 24 74 133 Y SACHSE RD 2728 PCC 160.68 56 94 194 Y SACHSERD 2729 AC 274.71 23 78 111 Y SACHSE RD 2730 PCC 418.05 37 89 208 Y SACHSERD 2731 AC 207.94 23 82 119 Y SADDLE RIDGE DR 1955 PCC 75.81 24 80 383 Y SADDLE RIDGE DR 1959 PCC 433.98 25 76 216 Y SADDLE RIDGE DR 1960 PCC 250.38 25 94 276 Y SADDLE RIDGE DR 1961 PCC 166.28 25 78 270 Y SAGE MEADOW RD 2422 PCC 375.42 26 98 231 Y SAGEBRUSH TRL 2053 PCC 280.34 25 100 206 Y SANDEN BLVD 1046 PCC 317.86 28 98 188 Y SANDEN BLVD 1760 PCC 806.26 30 74 308 Y SANDEN BLVD 1761 PCC 849.91 31 59 305 Y SANDEN BLVD 1762 PCC 1534.27 30 74 219 Y SANDEN BLVD 1763 PCC 594.32 30 66 251 Y SANDEN BLVD 1764 PCC 730.90 28 100 283 Y SANDEN BLVD 1765 PCC 306.67 23 78 324 Y SANDEN BLVD 1766 PCC 377.86 22 85 279 Y SANDEN BLVD 1767 PCC 977.06 22 79 239 Y SANDEN BLVD 3065 PCC 37.66 22 100 -1 Y TEST SPEED<15 MPH SANDIA PEAK CT 482 PCC 238.88 24 100 -1 Y TEST SPEED< 15 MPH STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES SAPPHIRE DR 2380 PCC 293.74 24 84 239 Y SAPPHIRE DR 2381 PCC 268.61 24 75 283 Y SAVOY CT 1611 PCC 132.68 28 100 169 Y SAWGRASS DR 646 PCC 670.81 28 74 395 Y SAWGRASS DR 647 PCC 142.56 28 84 226 Y SCHOONER BAY DR 804 PCC 320.05 26 86 246 Y SCHOONER BAY DR 821 PCC 309.62 26 92 284 Y SCHOONER BAY DR 858 PCC 317.04 25 79 249 Y SCHOONER BAY DR 1151 PCC 150.55 25 64 209 Y SCHOONER BAY DR 1152 PCC 927.02 26 73 286 Y SCHOONER BAY DR 2989 PCC 52.25 46 95 -1 Y TEST SPEED<15 MPH SCHOONER BAY DR 2992 PCC 54.19 46 98 -1 Y TEST SPEED<15 MPH SCOTLAND WAY 1292 PCC 443.34 30 73 253 Y SCOTLAND WAY 1303 PCC 232.72 30 75 289 Y SCOTTSDALE DR 851 PCC 805.43 25 98 184 Y SCOTTSDALE DR 876 PCC 777.46 25 86 237 Y SCOTTSDALE DR 2453 PCC 176.97 25 98 185 Y SECURITY CT 260 PCC 356.56 34 81 228 Y SECURITY CT 2007 PCC 376.11 34 89 228 Y SECURITY CT 2008 PCC 141.06 34 76 231 Y SECURITY CT 2009 PCC 332.72 34 66 196 Y SELMA LN 1009 PCC 304.23 28 97 132 Y SEQUOIA LN 165 PCC 154.78 24 91 298 Y SEQUOIA LN 213 PCC 449.40 25 81 222 Y SEQUOIA LN 214 PCC 172.98 24 70 343 Y SERENITY AVE 1772 PCC 311.70 28 88 272 Y SERENITY AVE 1773 PCC 528.37 30 97 166 Y SHADOW GLEN TRL 3123 900.73 26 -1 -1 N DOES NOT EXIST SHADOW HILLS DR 1686 PCC 1283.42 24 100 139 Y SHADOW HILLS DR 1754 PCC 691.08 24 93 168 Y SHADY HILL RD 2096 PCC 129.77 25 95 178 Y SHADY HILL RD 2286 PCC 304.92 25 100 168 Y SHADY ROCK TER 2785 PCC 110.92 26 94 181 Y SHADY VISTA WAY 2592 PCC 498.00 25 98 165 Y SHADY VISTA WAY 2604 PCC 460.24 38 90 165 Y SHADYBROOK DR 434 PCC 782.60 24 98 129 Y SHADYBROOK DR 526 PCC 441.60 24 86 221 Y SHADYBROOK DR 1553 PCC 683.90 24 87 177 Y ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES - SHANNON DR 2033 PCC 400.28 23 100 116 Y SHANNON DR 2361 PCC 197.74 23 100 161 Y SHANNON DR 2426 PCC 74.11 23 96 128 Y SHEFFIELD DR 1216 PCC 312.51 26 80 285 Y SHEFFIELD DR 1246 AC 303.15 25 81 286 Y SHEFFIELD DR 1247 AC 306.36 25 82 233 Y SHELBY CT 844 PCC 320.67 25 100 207 Y SHELDON DR 1885 PCC 295.07 29 85 345 Y SHELDON DR 1888 PCC 285.65 30 87 297 Y SHELDON DR 1889 PCC 216.18 29 89 303 Y SHEPPARD LN 1215 PCC 698.34 24 77 306 Y SHEPPARD LN 1227 PCC 497.18 24 71 336 Y SHEPPARD LN 1228 PCC 476.38 24 72 240 Y SHEPPARD LN 1229 PCC 272.03 24 74 266 Y SHERIDAN LN 1240 PCC 540.93 25 94 272 Y SHERIDAN LN 1270 PCC 717.99 25 87 184 Y SHORELINE LN 176 PCC 291.87 24 78 221 Y SIERRA BLANCA DR 516 PCC 411.84 23 100 154 Y SIERRA LN 2524 PCC 397.46 26 98 172 Y SIKORSKY CT 1067 PCC 370.56 30 77 222 Y SILENE CT 745 PCC 178.78 30 88 -1 Y TEST SPEED<15 MPH SILVER SAGE DR 477 PCC 1195.47 30 85 201 Y SILVERCREEK DR 251 PCC 156.12 24 80 425 Y SILVERCREEK DR 303 PCC 159.47 24 77 404 Y SILVERCREEK DR 304 PCC 273.25 25 77 345 Y SILVERCREEK DR 447 PCC 147.66 25 86 255 Y SILVERCREEK DR 517 PCC 163.57 25 100 176 Y SILVERCREEK DR 518 PCC 306.86 25 89 107 Y SILVERCREEK DR 519 PCC 323.13 24 84 100 Y SILVERCREEK DR 1489 PCC 316.59 24 100 89 Y SILVERLEAF CT 334 PCC 138.99 74 73 -1 Y TEST SPEED<15 MPH SILVERY PINE AVE 2119 PCC 550.78 36 96 232 Y SILVERY PINE AVE 2120 PCC 458.09 26 100 155 Y SILVERY PINE AVE 2121 PCC 151.99 26 95 178 Y SILVERY PINE AVE 2122 PCC 407.14 25 95 146 Y SIPAPU CT 483 PCC 194.37 24 96 374 Y SKYVIEW CT 10 536.90 25 -1 -1 N BLOCKED BY GATE SKYVIEW CT 11 96.86 28 -1 -1 N BLOCKED BY GATE L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES SKYVIEW CT 68 AC 304.68 29 39 429 Y SKYVIEW DR 9 AC 340.13 21 44 275 Y SKYVIEW DR 30 AC 116.41 21 51 349 Y SKYVIEW DR 32 AC 74.73 21 78 352 Y SKYVIEW DR 82 AC 213.07 22 33 418 Y SKYVIEW DR 107 AC 899.82 22 34 403 Y SKYVIEW DR 1588 AC 95.72 21 32 604 Y SKYVIEW DR 1603 AC 846.38 23 79 221 Y SKYVIEW DR 1699 AC 95.97 20 54 200 Y SKYVIEW DR 1720 AC 580.74 22 40 286 Y SKYVIEW DR 1733 AC 573.44 26 36 321 Y SKYVIEW DR 1748 AC 855.67 24 35 382 Y SKYVIEW DR 1749 AC 620.19 26 74 314 Y SKYVIEW DR 1774 AC 1366.45 23 77 201 Y SKYVIEW DR 1776 AC 2384.89 23 83 143 Y SKYVIEW DR 1986 AC 364.07 23 41 346 Y SKYVIEW DR 1987 AC 488.49 23 35 305 Y SNEAD DR 1925 PCC 325.16 24 100 144 Y SNEAD DR 1926 PCC 343.59 24 100 106 Y SNEAD DR 2267 PCC 208.41 24 100 112 Y SNEAD DR 2268 PCC 199.71 24 96 107 Y SNEAD DR 2270 PCC 35.35 24 84 -1 Y TEST SPEED<15 MPH SOARING EAGLE LN 879 PCC 309.38 25 94 163 Y SOUTHBROOK DR 511 PCC 318.86 24 88 156 Y SOUTHBROOK DR 527 PCC 316.20 24 98 192 Y SOUTHBROOK DR 1732 PCC 399.58 24 94 134 Y SPANISH BLUEBELL DR 2405 PCC 565.34 26 99 173 Y SPANISH BLUEBELL DR 2754 PCC 481.24 26 98 152 Y SPANISH BLUEBELL DR 2755 PCC 49.99 26 100 191 Y SPANISH OAK TRL 639 PCC 118.91 26 98 235 Y SPANISH OAK TRL 2114 PCC 309.96 26 100 131 Y SPANISH OAK TRL 2466 PCC 200.27 26 96 151 Y SPANISH OAK TRL 2467 PCC 191.26 26 90 299 Y SPENCE DR 1236 AC 139.88 24 89 279 Y SPENCE DR 1437 AC 602.65 24 80 267 Y SPENCE DR 1438 AC 439.45 24 78 178 Y SPENCER LN 1297 PCC 252.58 30 77 185 Y SPENCER LN 1298 PCC 274.82 30 76 187 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES SPENCER LN 1299 PCC 141.36 49 54 265 Y SPENCERLN 1300 PCC 282.27 31 85 241 Y SPENCER LN 1301 PCC 723.31 35 83 201 Y SPENCERLN 1302 PCC 385.18 45 80 165 Y SPENCER LN 1775 PCC 1119.77 33 88 173 Y SPENCERLN 2657 PCC 232.63 45 81 307 Y SPINNAKER WAY 852 PCC 164.16 26 84 192 Y SPINNAKER WAY 853 PCC 316.83 26 80 151 Y SPINNAKER WAY 854 PCC 310.12 25 71 263 Y SPINNAKER WAY 855 PCC 381.28 25 70 236 Y SPINNAKER WAY 936 PCC 298.45 25 83 169 Y SPINNAKER WAY 941 PCC 356.14 25 81 225 Y SPINNAKER WAY 942 PCC 313.58 25 83 127 Y SPINNAKER WAY 943 PCC 309.35 26 64 198 Y SPINNAKER WAY 976 PCC 329.79 25 95 213 Y SPINNAKER WAY 1011 PCC 153.50 25 89 160 Y SPINNAKER WAY 1012 PCC 642.61 26 97 130 Y SPINNAKER WAY 1177 PCC 334.99 26 100 155 Y SPIREA DR 701 PCC 182.70 25 91 115 Y SPIREA DR 702 PCC 958.40 25 94 136 Y SPLINTER DR 1114 PCC 509.11 26 98 181 Y SPOTTED OWL AVE 2765 PCC 122.12 26 98 154 Y SPOTTED OWL AVE 2766 PCC 293.55 26 94 236 Y SPOTTED OWL AVE 2815 PCC 156.00 26 98 191 Y SPOTTED OWL AVE 2816 PCC 120.51 26 94 208 Y SPRING CREEK PKWY 1200 PCC 1233.54 50 75 290 Y SPRING CREEK PKWY 1201 PCC 540.67 21 77 260 Y SPRING CREEK PKWY 2720 PCC 325.61 21 79 297 Y SPRING TIDE DR 679 PCC 337.38 25 87 126 Y SPRING TIDE DR 683 PCC 253.35 25 79 199 Y SPRING TIDE DR 2469 PCC 155.80 24 83 165 Y SPRING VALLEY RD 2594 PCC 399.37 25 100 139 Y SPRING VALLEY RD 2597 PCC 201.87 25 94 288 Y SPRING VALLEY RD 2599 PCC 358.13 25 94 176 Y SPRINGDALE WAY 1524 PCC 627.47 25 94 170 Y SPRINGWELL PKWY 136 PCC 119.45 50 69 515 Y SPRINGWELL PKWY 139 PCC 270.16 40 100 205 Y SPRINGWELL PKWY 153 PCC 726.86 43 94 208 Y - STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES SPRINGWELL PKWY 154 PCC 333.19 40 100 159 Y SPRINGWELL PKWY 189 PCC 286.33 43 91 201 Y SPRINGWELL PKWY 190 PCC 405.01 42 100 172 Y SPRINGWELL PKWY 192 PCC 219.15 43 98 135 Y SPRINGWELL PKWY 200 PCC 290.53 42 100 171 Y SPRINGWELL PKWY 201 PCC 339.26 45 78 303 Y SPRINGWELL PKWY 202 PCC 285.34 40 100 166 Y SPRINGWELL PKWY 231 PCC 916.08 33 100 277 Y SPRINGWELL PKWY 232 PCC 736.86 35 100 304 Y SPRINGWELL PKWY 634 PCC 208.43 38 78 362 Y SPRINGWELL PKWY 697 PCC 287.48 42 97 122 Y SPRINGWELL PKWY 708 PCC 288.03 42 93 136 Y SPRINGWELL PKWY 753 PCC 291.45 39 100 129 Y SPRINGWELL PKWY 754 PCC 159.36 40 100 149 Y SPRINGWELL PKWY 767 PCC 133.46 42 97 149 Y SPRINGWELL PKWY 780 PCC 159.66 38 59 213 Y SPRINGWELL PKWY 781 PCC 285.60 38 98 183 Y SPRINGWELL PKWY 2516 PCC 291.14 26 100 222 Y SPRINGWELL PKWY 2518 PCC 197.17 26 94 274 Y SPRINGWELL PKWY 2640 PCC 398.23 44 100 261 Y SPRINGWELL PKWY 2643 PCC 641.82 34 94 268 Y SPRINGWOOD LN 1393 PCC 845.21 28 96 206 Y SQUIRE DR 1231 PCC 357.95 33 70 330 Y SQUIRE DR 1232 PCC 334.86 33 76 359 Y STANBRIDGE DR 1894 PCC 289.77 30 76 210 Y STANBRIDGE DR 2221 PCC 539.87 30 65 421 Y STANBRIDGE DR 2222 PCC 181.85 30 87 376 Y STANTON DR 2203 PCC 281.41 29 97 111 Y STANTON DR 2204 PCC 164.04 35 100 159 Y STANTON DR 2658 PCC 106.07 30 100 145 Y STANTON DR 2672 PCC 49.99 35 100 -1 Y TEST SPEED<15 MPH STARPOINTLN 882 PCC 817.57 25 87 194 Y STARPOINTLN 895 PCC 233.42 25 94 159 Y STARPOINTLN 896 PCC 1324.91 26 84 184 Y STARPOINTLN 2452 PCC 152.25 25 86 249 Y STARPOINT LN 2971 PCC 57.73 30 100 -1 Y TEST SPEED<15 MPH STEEL RD 222 AC 449.77 28 64 116 Y STEEL RD 223 AC 383.02 22 56 81 Y L STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES STEEL RD 224 AC 448.62 23 84 112 Y STEEL RD 225 AC 985.33 23 63 161 Y STEEL RD 300 PCC 403.94 34 85 254 Y STEPHANIE ST 374 PCC 192.88 24 95 188 Y STEPHANIE ST 380 PCC 148.37 30 93 272 Y STEPHANIE ST 381 PCC 147.19 30 98 175 Y STEPHANIE ST 382 PCC 274.83 30 75 198 Y STEPHANIE ST 2578 PCC 198.59 23 98 -1 Y TEST SPEED<15 MPH STEPHEN DR 2131 PCC 387.14 25 92 211 Y STEPHEN DR 2132 PCC 304.15 25 100 199 Y STERLING HTS 2496 624.58 26 -1 -1 N DOES NOT EXIST STEWARD DR 2036 PCC 426.29 23 89 135 Y STEWARD DR 2362 PCC 373.29 23 92 196 Y STILLWATER DR 2522 PCC 822.88 26 99 203 Y STILLWATER DR 2523 PCC 277.98 26 100 191 Y STOCKTON DR 1207 PCC 328.45 24 93 186 Y STONE HEARTH LN 2520 PCC 283.52 26 98 207 Y STONECREST TRL 3002 PCC 52.10 46 100 -1 Y TEST SPEED<15 MPH STONECROP LN 746 PCC 284.41 28 83 334 Y STONECROP LN 747 PCC 293.61 29 86 221 Y STONEHEDGE DR 1693 PCC 337.15 31 79 423 Y STONEHEDGE DR 1694 PCC 48.53 59 32 -1 Y TEST SPEED<15 MPH STONERIDGE DR 1367 PCC 357.59 22 87 301 Y STONERIDGE DR 1371 PCC 234.07 22 87 259 Y STONERIDGE DR 1421 PCC 415.44 22 74 347 Y STONERIDGE DR 1422 PCC 200.12 22 79 296 Y STONEYBROOK DR 249 AC 96.06 24 90 158 Y STONEYBROOK DR 278 AC 321.07 25 82 169 Y STONEYBROOK DR 281 AC 325.16 24 86 199 Y STONEYBROOK DR 282 AC 213.99 24 93 167 Y STONEYBROOK DR 365 AC 320.97 24 91 200 Y STONEYBROOK DR 366 AC 161.40 24 93 173 Y STONEYBROOK DR 367 AC 296.80 24 90 185 Y STONEYBROOK DR 368 AC 198.56 24 86 248 Y STONEYBROOK DR 369 AC 166.05 24 94 271 Y STONEYBROOK DR 370 PCC 678.05 25 70 356 Y STONEYBROOK DR 1658 AC 428.24 24 84 240 Y STONEYBROOK DR 3120 619.42 26 -1 -1 N BLOCKED BY CONSTRUCTION ■ STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES SUGAR MAPLE DR 179 PCC 627.22 25 97 190 Y SUGAR MAPLE DR 211 PCC 152.65 24 95 189 Y SUMMER DR 1701 PCC 357.69 24 100 140 Y SUMMERDALE LN 850 PCC 812.67 25 94 135 Y SUMMERDALE LN 868 PCC 650.43 25 90 150 Y SUMMERDALE LN 2454 PCC 137.54 25 88 185 Y SUMTER DR 1031 PCC 288.82 24 93 176 Y SUMTER DR 1032 PCC 286.17 24 100 206 Y SUN MEADOW DR 1858 PCC 664.20 28 100 146 Y SUN MEADOW DR 2264 PCC 227.21 28 100 112 Y SUN MEADOW DR 2265 PCC 225.53 27 100 173 Y SURREY CIR 1390 PCC 424.05 24 76 288 Y SURREY CIR 1392 PCC 170.52 25 83 268 Y SURREY CIR 1532 PCC 141.71 25 82 359 Y SURREY CIR 1533 PCC 302.48 24 76 276 Y SURREY CIR 1535 PCC 423.79 25 78 346 Y SUTTERS MILL WAY 1211 PCC 523.76 24 91 130 Y SUTTERS MILL WAY 1257 PCC 590.45 24 81 186 Y SWEET WATER RD 2278 PCC 370.84 25 97 174 Y SWEETGUM DR 1126 PCC 313.51 26 100 157 Y UNCOLLECTED PORTION DOES NOT EXIST TALL GRASS TRL 2550 256.46 26 -1 -1 N DOES NOT EXIST TALL GRASS TRL 2678 132.47 26 -1 -1 N DOES NOT EXIST TALLADEGA DR 948 PCC 345.69 25 100 126 Y TALLADEGA DR 1000 PCC 299.58 25 83 171 Y TALLADEGA DR 2460 PCC 130.56 25 85 133 Y TALLADEGA DR 2461 PCC 172.84 24 100 122 Y TALLADEGA DR 2481 PCC 290.96 25 55 201 Y TALLADEGA DR 2482 PCC 206.04 25 98 331 Y TALLADEGA DR 2964 PCC 54.17 26 91 -1 Y TEST SPEED<15 MPH TAMARACK DR 938 PCC 592.40 25 76 303 Y TANGLEWOOD CT 1426 PCC 168.51 22 73 609 Y TANGLEWOOD DR 1325 PCC 222.26 25 73 341 Y TANGLEWOOD DR 1409 PCC 174.96 24 70 349 Y TANGLEWOOD DR 1436 PCC 564.03 24 64 491 Y TANGLEWOOD DR 2073 PCC 622.24 24 94 234 Y TANGLEWOOD DR 2107 PCC 358.59 27 100 119 Y TAOS LN 305 PCC 409.01 23 71 346 Y TAREN TRL 1567 PCC 1000.40 25 91 215 Y Mii_STREET NAME DTS ID PAVEMENT TYPE LENGTH WIDTH PCI IRI COLLECTED DTS NOTES TAWAKONI DR 2105 PCC 136.73 28 86 241 Y TAWAKONI DR 2617 PCC 277.26 29 94 198 Y TAWAKONI DR 2646 PCC 180.64 30 90 274 Y TAWAKONI DR 2647 PCC 71.46 30 77 287 Y TEAKWOOD DR 861 PCC 221.65 36 98 236 Y TEAKWOOD DR 862 PCC 773.75 35 100 194 Y TEAKWOOD DR 1113 PCC 163.93 34 85 237 Y TEAKWOOD DR 1125 PCC 1001.40 35 97 227 Y TEAKWOOD DR 1127 PCC 163.77 36 88 216 Y TEAKWOOD DR 1128 PCC 146.17 34 100 240 Y TEAKWOOD DR 1132 PCC 65.14 35 100 -1 Y TEST SPEED<15 MPH TEAKWOOD DR 1133 PCC 167.63 35 93 171 Y TEAKWOOD DR 2967 PCC 55.42 36 100 -1 Y TEST SPEED<15 MPH TERRACE DR 887 PCC 445.16 25 100 264 Y TERRACE DR 889 PCC 268.76 25 98 163 Y THOMAS ST 1491 AC 1664.66 21 76 260 Y THOMAS ST 1492 AC 716.72 20 74 177 Y THORNBERRY DR 1121 PCC 239.79 25 100 129 Y THORNBERRY DR 1122 PCC 319.30 25 95 120 Y THORNBERRY DR 1123 PCC 322.08 25 85 172 Y THORNBERRY DR 1124 PCC 319.49 25 98 190 Y THORNWOOD DR 1493 PCC 135.01 20 98 549 Y THORNWOOD DR 2312 PCC 267.32 20 84 516 Y THORNWOOD DR 2313 PCC 258.60 20 98 402 Y THORNWOOD DR 2316 PCC 154.14 20 86 -1 Y TEST SPEED<15 MPH THORNWOOD DR 2317 PCC 68.67 20 100 -1 Y TEST SPEED<15 MPH THORNWOOD DR 2318 PCC 54.54 20 56 -1 Y TEST SPEED< 15 MPH .)) Sidts vuEzois. SNC •LAVALIN Member af the SNGLavalinGroup 2020 Pavement Management Services Pavement Condition Report City of Wylie, Texas AICITYOF Scott McDonald, PMP, APM , VVYL I E Pav - me an ; • eme l t and • ndi ' • n As , ess lent ./ ./ .» •dis VU . SNC•LATALIN Member of the SNGLavalin Group 2 Pavement Management is a comprehensive approach to help decision-makers identify and apply cost-effective strategies to maintain pavement assets. > Identifies and mitigates for risk in operations - J - • > Drives strategic planning at both the project and network level and prioritized expenditures Lf > Results in better decision-making and promotes consistency throughout the organization Improves stakeholder buy-in and collaboration by providing a means for communicating plans > Saves time and money • .)) dis VUEWourrits. SNC•LATALIN Member of the SN -Lavalin Group 3 Typical Pavement Deterioration Curve GOOD 1 gi I 1 FOR SATISFACTORY PRE ER1��4iI H ._0 HERE }0- O Jimg SS. C POOR CLI • SIGNIFICANT DROP IN CONDITION ELIMINATES OR DELAYS fu :sib S8TO VIDFOR REHAB SERIOUS ORRECONSTRUCTION SMALL% OF HERE `Q- Ei FAILED PAVEMENT LIFE Time •)) dts u .. Prediction Life Expectancy and Performance // SNC•LAVALIN Member of the SNGLavalin Group 4 :4: __ . .• , 0 - '; .,... , F � X ,`,::-. ::::)',t3.„ ..I4:..-. ..,.4',', I 4 y _ / a i , i , // 4 . i A Mission Right-of- Pavement IRI / Rutting Camera / / Transverse G I S Way Planning Cracking / Profiles / Integration Cameras Potholes Faulting IlIA/V •)) *dts u . Data Collection Technology // SNC•LAVALIN Member of the SNGLavalin Group Inertial Measuring Unit Global Positioning - — I -' (IMU) _ System (GPS) Ma‘'.1.N, • .f...li----- Right-of-Way y — Ii— 1'i Cameras — ,°— e r 1 ldelai_a_-,r1i -�—r 1-- t-- -- ` 4111111)Vi\63 \1\EZIS 4 \ Ak.t v/ 5-Laser Profiler \ ,''011\IZIdtkSV,_2NaloR ' ' Roughness i / ; Rutting ; - ' / Data jiansleiSol ions`vivito=\401.3B2.5222 Laser- 7 �� Illuminated .I0/_ Slow MovingVehiole • L i nm Illuminated a n ` -- .' -- - �� Road Survey _--- ii - -`-' in Progress Camera �, � �,<� 1;. (Pavement) • "4 • ,_s --- or IP ____ _....... _----------------___-- •)) *dts u Mobile Asset Collection Van // SNC•LAVALIN Member of the SIC-Lavabo Group rr • • AILAINIMIlari • • • dts u . Right-of-Way Image Example SNC•LATALIN Member of the S C-Lavalin Group 7 1110111. �'€Pavement Image 1©I 1 J , . ,: ,, ,.... ...,...,.... • : -;..'11. ,.-, • X ay I phi ON ms ada..�I Delete - • .ter, .F ti i COLLECTION �� .ti ��� _ � : a� : + i f 4096-pixels wide � rv�d r-showPaa T r snorva�treuoa� r PromotFn saveNodace kr000ays oao sszumx� t ,s 0.06-inch pixels Fa 4 gnrod,,, I r Z (1mm) r s � 1. £(.�1 {l 12-foot lane width M •~'Two ,. . . _ �..t e at 'i''. ' .,,,,r..., -,„ ,,, - , q`r' +b;...i......„..,„ ,,_... ...„ f ° yr • {, {� fib ::• 0 // *)) dts u Crack Vectors In Earthshaperg" SNC•LA ALIN MemberoftheSi -LavalinGroup rl . YI 1.• . Iti1,1ln IFy I me ra•y • j . ll,+gArr L. 1 .1"11*11 •• NE ' • 1 . • • I O. J _I • • 1 .•I • • _ ' 1 iJ• I '• • •.. r dJ P� 1 %le I-wI 4 � -F •1 1 !.• `Ne • -. inp •���- .1 ■f � �L - YrJaFITI I '- '.�' ti{•.. • 1 _ ti ; ; . . . • `w— '• • ' 1 • J 1 r T6R}!•Del ' r.. .tit • 1 • . • 1 r - *I!••9 r:::I a- P•: • . . I .i _• t • L • : • � . -; • 1 — — �• , y '� y I;1 a; ' • 7 � .•1 • � � . , I• J. __� ,- -' a:a' " , . " .0._ • 1 Del. . rL+s s t - i' ''� 4 1•Ty •: ,� .. r - • 1 ,1 1 F 1 Le I I e1L • i .• I r • '• +ti • �.L say-F Irf•Yr,'--•r•--' -.-•1 . YTII.V rJr TII LT IP 17'F1....J-..4 IIIIII)) .d t s MAXIM OF u . Asphalt Distress Rating SNC•LATALIN Member of the SNGLavalin Group iry 1 .a Fa .- .. F .ri:91.1.1 Ihr r....h,-. . 1 . 1 .. - :13 ti i ...I r•. 5 _ _II . f _ _ a - {r am -=7i 4 • a • l • •41.NCMidi 1 • \14 . • _1 W I ^r II I 1ri Ff t • I • a r r r 1 ✓ y • ' i r . 4al•mu.i, AI or k •)) •dts u . Concrete Distress Rating // SNC•LATALIN Member of the SN -Lavalin Group City of Wylie, TX Surface Type Distribution • . it. . - 111:, . i ' ._'•+--gi- r: --... -:--'- te' ' '.. . ._-...-. *'. lr -- ..:. _ }' • ' V �L Lt.,..` ,a ' • alp- s] Y - T b� r Ii. , S I • -.%-- .aka '-- l - w , ` �: ._vr T;J.1-. r i l .. _ .C,w I - . ♦..� � - �.i .. " 4 . 1�� t .. • ----Ni...-iiii .. lFI • fl le• 'ram • ' `4} ' Legend k t: AC y'. • • • • ;r PC •)) d t5 MIXERS OF uu . // SNC•LATALIN Member of the SNGLavalinGroup 12 Pavement Condition Index (PCI) Condition Description ITI 86 - 100 L GOOD 71 - 85 SATISFACTORY 56 - 70 FAIR 41 - 55 POOR 26 - 40 VERY POOR1 11 - 25 ' SERIOUS 0 - 10 FAILED •)) dts u . PCI Score Classes // SNC•LAVALIN Member of the SNGLavalin Group 13 PAvement Conditi . n Results and Distresses „. / / / / / Pavement Condition Percent of Condition Index Description Centerline Miles Network (PCI) Range p 86-100 Good 131.34 57.82% 71-85 Satisfactory 64.40 28.35% 56-70 Fair 17.25 7.59% 41-55 I Poor 6.12 2.70% 26-40 Very Poor 5.95 2.62% 11-25 SeriousI 2.07 0.91% 0-10 Failed 0 0% Total 227.14 100% •)) dts u A.. Pavement Conditions // SNC•LAVALIN Member&the SNGLavalin Group 15 Overall Pavement Condition Distribution 70 60 50 1 - as 0 g 40 ei c f3 e 3 30 20 - 1 I 10 - ' ill 0 0 i i i _ 20m +yam 30- r 35■ r �y{y� r 1 q I I I i E i �y - I r 95 r 5 10 15 26 40 45 50 55 60 65 70 75 80 85 90 100 Pavement Condition Index{PCI} •)) *dts u . Pavement Conditions // SNC•LATALIN Member of the SNGLavarinGroup 16 City of Wylie, TX PCi Distribution Map ti,• ...4 . ._....„,,__,;,__:„ . .. t.,.. .• ..,.I:1. . - _ .:: r It if F - - f - .�j ~i ,--uj '.' * - . . 1 .: .: '.. ' PbP Li( .4. ..).. - .. . 4.w.,•• :.4' '':' '.... ka i.1''/7)fh..701.16Fir . I' -.'—---.":.. 14 ;r a .r . 1 1.1.E .?� . Legend 'i�. _', 5 . ry y Good ..�..,� %:�. 1�y0• r a 1 — +.� r� - SatsfBCtory117'{ • •ft 'ma _ _ i [ -•�` r{/. y • •r. • — f 'Sv !.:4 . . / Fair :43 -�'' .-•fir. ., .- '_ ••F {.�s. - \ i . Y x • Poor Ir. ..+ � F. Very Poor { • M1 • Serious I. • _ a yF.34• ei • dts MAXIM OF u . Pavement Condition Map //SNC•LATALIN Member of the SN -Lavalin Group 17 City of Wylie, TX Roadway Network by Surface Type Good SatisfactoryFair Poor Very Serious Failed Poor Total (86-100) (71-85) (56-70) (41-55) (11-25) (0-10) (26-40) Asphalt 3.62% 4.49% 2.35% 1.13% 0.90% 0.02% 0% 12.51% Concrete 54.21% 23.86% 5.24% 1.56% 1.72% 0.90% 0% 87.49% Total 57.82% 28.35% 7.59% 2.70% 2.62% 0.91% 0% 100% •)) dts u .. 2020 Network Results // SNC•LATALIN Member of the SNGLavalin Group 18 Asphalt Distress Breakdown Concrete Distress Breakdown i.39% 0.2896 7.45% 5.62%� 4.14% 3 28% H PCC Corner Breaks BAC Block Cracking 0.48% PCC Divided Slab AC Edge Cracking 1.90%n I 8.28% 10.52% N AC Fatigue \ , PCC Joint Seal Damage 36.60% SAC Linear Cracking • W PCC Linear Cracking 40.28% 41 PCC Patching, Large/Utility l + ..3 AC Patching Cuts &Small 1 36.02% lid Raveling I v PCC Scaling/Cracking/Crazing • 42.35% -, / �JAC Weathering111\ , / Li PCC Spalling, Corner&Joint F 0.16% 1.27% Li Other � J Other • dts u . Distresses SNC•LAVALIN Member of the SNGLavalinGroup 19 dge Sce . rios 0)) •dis VUEWourrits. SNC•LATALIN Member ofthe SNGLavalin Group 20 Treatment PCI Activity Treatment Cost Per Impact Type SY Range Preservation Local Repair Crack Seal $0.50 10 Points 85 - 95 Preservation Surface Seal Rejuvenator $1.40 15 Point 75 - 84 T -c Minor Mill and Q Rehabilitation Rehabilitation Overlay $9.00 90 Fixed 55 - 74 Mill and Rehabilitation Major Rehabilitation Overlay (30% $40.00 90 Fixed 40 - 54 Patching) Reconstruction Reconstruction Full Depth $85.00 100 Fixed 0 -39 Reconstruction Treatment PCI Activity Treatment Cost Per Impact Type SY Range aMajor Panel 0 Rehabilitation Replacement $59.00 25 Points 40 - 75 o I Rehabilitation 30% U Reconstruction Full Reconstruction Full Depth $80.00 100 Fixed 0 -39 Reconstruction •)) dts u . Treatment Activities / / SNC•LATALIN Member of the SNGLavalin Group 21 5-Year Baseline Plot 100 . 95 N 90 : - E 85 : $0 _ 79 T — T7 75 75 72 W 70 o 70 R 65 60 55 A so V 45 G 40 35 30 : - C 25 20 2021 2022 2023 2024 2Cr7 Year Year Avg. PCI Cost Miles 2021 79 $0.00 0 2022 77 $0.00 0 2023 75 $0.00 0 2024 72 $0.00 0 2025 70 $0.00 0 •) •dts u Do Nothing Scenario SNC•LATALIN Member of the SN -LavalinGroup 22 5-Year Current Budget (Best First) Distribution of Cost per Activity 100 _ 95 : $1,600,000 / 86 N 90 = $ 86 86 + $1,400,000 85 =_ • E _ / $1,200,000 T 80 •2021 75 ' $1,000,000 Z •zozz ❑ 70 $soo,000 ■2023 R la5 ■2024 K 6D $600,000 ■2025 55 - $400,000 A 50 $200,000 V 45 - 6 40 $o Preservation Rehabilitation Reconstruction 35 : P 30 C 25 = Distribution of Miles per Activity I 20 2021 2022 2023 2024 2025 16 Year 14 12 Year Avg. PCI Cost Miles 10 •2021 •2022 2021 84 $1,596,448.60 22.12 2 8 •2023 2022 86 $1,594,462.15 14.49 2024 6 2023 86 $1,590,659.75 5.33 •2025 4 2024 86 $1,594,409.85 4.14 2 2025 87 $1,587,076.35 3.47 0 Preservation Rehabilitation Reconstruction • dts MAXERS OF u . Best First Scenario SNC•LATALIN Member of the SNGLavalinGroup 23 2021 Activity Total Cost Total Percentage of Total Percentage of Total Miles Cost Miles Preservation $215,142.38 15.25 13.48% 68.95% Rehabilitation $1,381,306.22 6.87 86.52% 31.05% Reconstruction $0 0 0% 0% 2022 Preservation $88,387.30 12.02 5.54% 82.99% Rehabilitation $1,501,836.56 2.46 94.19% 16.98% Reconstruction $4,238.30 0 0.27% 0.03% 2023 Preservation $27,932.29 3.63 1.76% 68.15% Rehabilitation $978,036.56 1.26 61.49% 23.59% Reconstruction $584,690.90 0.44 36.76% 8.26% 2024 Preservation $22,185.47 2.71 1.39% 65.32% Rehabilitation $594,590.55 0.57 37.29% 13.86% Reconstruction $977,633.84 0.86 61.32% 20.82% 2025 Preservation $19,263.66 2.17 1.21% 62.47% Rehabilitation $598,885.62 0.56 37.74% 16.02% Reconstruction $968,927.07 0.75 61.05% 21.51% •)) dts u . Best First Scenario // SNC•LAVALIN Member of the SNGLavalinGroup 24 5-Year Current Budget (Worst First) Distribution of Cost per Activity 100 , 95 " $1,600,000 7 N90 " $1,400,000 E 85 • 81 81 79 79 — sa 4 $1,200,000 T � ■2021 75 : — — $t,000,000 ■2022 ❑ 70 $soo,000 7 ■2023 R 65 - ■2024 60 ' $600,000 V K ■2025 55 : $400,000 A 50 $zoo,000 ✓ 45 • 40 Preservation Rehabilitation Reconstruction 35 " P 30 :. c 25 = Distribution of Miles per Activity I - 20 - - 2021 2022 2023 2024 2025 16 Year 14 12 7 Year Avg. PCI Cost Miles 10 / ■2021 ■2022 2021 81 $1,598,978.49 2.14 1 8 7- ---2023 2022 81 $1,596,587.98 1.95 6 / 2024 2025 2023 80 $1,597,013.52 1.94 4 2024 79 $1,599,686.68 1.97 2 7 2025 79 $1,599,341.82 1.77 0 ,,,-.. . ... imp, MEW Preservation Rehabilitation Reconstruction •) *dts MAXIM OF u . Worst FirstScenario SNC•LATALIN Member of the SNGLavalin Group 25 2021 Activity Total Cost Total Percentage of Total Percentage of Total Miles Cost Miles Preservation $100.22 0.01 0.01% 0.34% Rehabilitation $9,701.57 0.02 0.61% 0.73% Reconstruction $1,589,176.70 2.12 99.39% 98.92% 2022 Preservation $382.24 0.02 0.02% 0.96% Rehabilitation $1,842.78 0.02 0.12% 0.94% Reconstruction $1,594,362.96 1.92 99.86% 98.10% 2023 Preservation $227.94 0.01 0.01% 0.52% Rehabilitation $11,364.36 0.02 0.71% 1.12% Reconstruction $1,585,421.21 1.91 99.27% 98.36% 2024 Preservation $1,249.20 0.06 0.08% 2.86% Rehabilitation $7,395.72 0.02 0.46% 0.92% Reconstruction $1,591,041.76 1.90 99.46% 96.22% 2025 Preservation $322.63 0.03 0.02% 1.67% Rehabilitation $33,471.72 0.09 2.09% 4.87% Reconstruction $1,565,547.47 1.66 97.89% 93.46% •)) d is u . Worst First Scenario // SNC•LAVALIN Member of the SNGLavalinGroup 26 5-Year Alternative Breakdown Budget (Best First) Distribution of Cost per Activity 100 A 95 $1,600,000 7 N 90 _ $1,400,000 85 �2 30 E 80 . $ „ 78 $1,zoo,000 T lis, •2021 75 _ $1,000,000 / ■2022 o 70 $s00,000 7 ■2023 R fi5 ■2024 60 = $600,000 • V ■2025 K 55 . - $400,000 / A 50 - $200,000 ✓ 45 - 6 40 $0 Preservation Rehabilitation Reconstruction 35 P — _ _ c 30Distribution of Miles per Activity 25 = 20 16 / 2021 2022 2023 2024 2025 I - Yea r 14 12 Year Avg. PCI Cost Miles 10 '2021 •2022 2021 83 $1,598,884.55 16.55 I 8 •2023 2022 82 $1,593,782.12 7.04 6 2024 ■2025 2023 81 $1,596,279.64 3.30 4 2024 80 $1,594,542.10 3.40 2 2025 78 $1,599,076.00 3.72 Preservation Rehabilitation Reconstruction • dts MAXIM OF u . Alternative Budget - Best First Scenario //SNC•LATALIN Member of the SNGLavalin Group 27 2021 Activity Total Cost Total Percentage of Total Percentage of Total Miles Cost Miles Preservation $215,142.38 15.25 13.46% 92.18% Rehabilitation $959,912.62 0.95 60.04% 5.74% Reconstruction $423,829.55 0.35 26.51% 2.09% 2022 Preservation $43,729.77 5.70 2.74% 80.98% Rehabilitation $959,369.75 0.82 60.19% 11.68% Reconstruction $590,682.60 0.52 37.06% 7.34% 2023 Preservation $13,536.70 1.67 0.85% 50.57% Rehabilitation $959,566.20 0.91 60.11% 27.66% Reconstruction $623,176.74 0.72 39.04% 21.77% 2024 Preservation $17,319.33 2.02 1.09% 59.35% Rehabilitation $959,419.73 0.88 60.17% 25.79% Reconstruction $617,803.04 0.51 38.74% 14.86% 2025 Preservation $19,263.66 2.17 1.20% 58.25% Rehabilitation $959,925.30 0.94 60.03% 25.15% Reconstruction $619,887.03 0.62 38.77% 16.60% •)) dts 7 .5. Alternative Budget - Best First Scenario // SNC•LATALIN Member of the SNGLavalinGroup 28 z z I . W +� r V■ r C I z i r rl rrr,I, rr/•••, / • 0 oar.* . . 1/:• •••••• ••••/ ••: ••�f•f•••• •....•... •�� Sitw • ••• • •ffff• es • o ••�:�ii�� f • •f•.N• • •�_ • �i A C rr� (n 0 Z •'%)