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CP 2012-04-10City Council City of Coppell, Texas Meeting Agenda 255 Parkway Boulevard Coppell, Texas 75019-9478 Council Chambers5:30 PMTuesday, April 10, 2012 DOUG STOVER MARSHA TUNNELL Mayor Mayor Pro Tem TIM BRANCHEAU BILLY FAUGHT Place 1 Place 5 BOB MAHALIK MARVIN FRANKLIN Place 2 Place 6 BRIANNA HINOJOSA-FLORES KAREN HUNT Place 3 Place 7 CLAY PHILLIPS City Manager Notice is hereby given that the City Council of the City of Coppell, Texas will meet in Regular Called Session at 5:30 p.m. for Executive Session, Work Session will follow immediately thereafter, and Regular Session will begin at 7:30 p.m., to be held at Town Center, 255 Parkway Boulevard, Coppell, Texas. As authorized by Section 551.071(2) of the Texas Government Code, this meeting may be convened into closed Executive Session for the purpose of seeking confidential legal advice from the City Attorney on any agenda item listed herein. The City of Coppell reserves the right to reconvene, recess or realign the Work Session or called Executive Session or order of business at any time prior to adjournment. The purpose of the meeting is to consider the following items: 1.Call to Order 2.Executive Session (Closed to the Public) 1st Floor Conference Room Section 551.071, Texas Government Code - Consultation with City Attorney. A.Consultation with the City Attorney in regards to Mira Mar v. City of Coppell. B.Seek legal advice from the City Attorney concerning the settlement and land purchase agreements with the Billingsleys at Northlake. Page 1 City of Coppell, Texas Printed on 4/6/2012 April 10, 2012City Council Meeting Agenda Section 551.072, Texas Government Code - Deliberation regarding Real Property. C.Discussion regarding property purchases and matters concerning property located at Northlake. Section 551.087, Texas Government Code - Economic Development Negotiations. D.Discussion regarding Economic Development prospects west of Freeport Parkway and south of Bethel Road. E.Discussion regarding Economic Development prospects west of Coppell Road and north of Canyon. 3.Work Session (Open to the Public) 1st Floor Conference Room A.Update from the Coppell Police Department on 2011 Crime Stats. B.Discussion regarding the Citizen Satisfaction Survey. C.Update on Storm Activities. D.Discussion of Agenda Items. Regular Session (Open to the Public) 4.Invocation 7:30 p.m. 5.Pledge of Allegiance 6.Consider a Proclamation to Celebrate National Library Week. National Library Week Proclamation 2012.pdfAttachments: 7.Citizens’ Appearance 8.Consent Agenda A.Consider approval of minutes: March 27, 2012. Minutes for March 27.pdfAttachments: B.Consider approval of an ordinance amending Article 8-3 Parking, Section 8-3-1(A) of the Code of Ordinances for the City of Coppell to prohibit parking, stopping or standing at all times on the east side of Oxford Place adjacent to Lots 27 and 28 Block A and Lot 1X in its entirety and the south side of Blackburn Drive adjacent to lot 28 Block A; and authorizing the Mayor to sign and execute any necessary documents. Page 2 City of Coppell, Texas Printed on 4/6/2012 April 10, 2012City Council Meeting Agenda Red Hawk No Parking Memo.pdf Red Hawk No Parking Exhibit.pdf Red Hawk No Parking Ordinance.pdf Attachments: C.Consider approval of an Ordinance for Case No. S-1255-C, The Learning Experience, a zoning change from C (Commercial) to S-1255-C (Special Use Permit-1255-Commercial), to permit an approximate 11,000-square-foot day care to be located within the existing two-story building, removal of a portion of the parking lot to accommodate the addition of a 5,150-square-foot outdoor play area with a rubber surface to be located at 123 East Sandy Lake Road and authorizing the Mayor to sign. Ordinance.pdf Exhibit A.pdf Exhibit B.pdf Exhibit C.pdf Exhibit D.pdf Attachments: D.Consider approval of an Ordinance for Case No. PD-214R5-C, Arbor Manors Retail, a zoning change from PD-214R2-C (Planned Development-214 Revision 2-Commercial) to PD-214R5-C (Planned Development-214 Revision 5-Commercial) to attach a Detail Plan to allow the development of an 11,000-square-foot retail building to contain retail and office uses including two restaurants on 1.5 acres of property located at 143 South Denton Tap Road and authorizing the Mayor to sign. Ordinance.pdf Exhibit A - Legal Description.pdf Exhibit B - Site Plan.pdf Exhibit C - Tree Survey.pdf Exhibit D - Landscape Plan.pdf Exhibit E - Building Elevations.pdf Exhibit F - Signage (Einsteins & Smashburger).pdf Exhibit G - Dumpster & Monument Sign Details.pdf Attachments: E.Consider award of Bid number Q-0112-01, to Elite Tree Service, for the Tree Maintenance Annual Contract and authorizing the City Manager to execute the necessary documents. Staff Memo.pdf 2012 Tree Contract Bid Tab.pdf Attachments: End of Consent Agenda 9.PUBLIC HEARING: Consider approval of Case No. PD-95R-SF-9, Shadow Ridge Estates I, Lot 10, Block A, a zoning change request from PD-95-SF-9 (Planned Development-95-Single Family-9) to PD-95R-SF-9 (Planned Development-95 Revised-Single Family-9), to allow for a 767.5-square-foot garage expansion which encroaches into the required rear yard on 0.33 acres of property located at 202 Southern Belle Drive. Page 3 City of Coppell, Texas Printed on 4/6/2012 April 10, 2012City Council Meeting Agenda E-mail - Continune until April 10.pdf Staff Report.pdf Site Plan.PDF Elevation.PDF Oncor Letter.pdf ATMOS Letter Attachments: 10.PUBLIC HEARING: Consider approval of Case No. PD-199R6-HC, Zimmer, a zoning change request from PD-199R5-HC-S-1211R2 (Planned Development-199 Revision 5-Highway Commercial-Special Use Permit-1211 Revision 2) to PD-199R6-HC (Planned Development-199 Revision 6-Highway Commercial), to revise the Detail Site Plan to allow a sign with a logo which exceeds 20% of the area of the sign on 1.4 acres of property located at 697 E. Highway 121. Appeal Letter.pdf Revised Sign to Council.pdf Staff Report.pdf Site Plan, Zimmer Company Info, Floor Plan, Sign.pdf Attachments: 11.PUBLIC HEARING: Consider approval of Case No. PD-250R-H, Darling Patio Homes, Lots 1R-32R, Block F, Lots 2R-13R, Block G and Lot 2RX, Block G, Old Town (Main Street), a zoning change request from PD-250-H (Planned Development-250-Historic), to PD-250R-H (Planned Development-250 Revised-Historic), to establish a Detail Site Plan for Lots 1R-32R, Block F, Lots 2R- 13R, Block G and Lot 2RX, Block G, to allow 44 patio-home lots and one common area lot on 3.9 acres of property located west of South Coppell Road and north of Burns Street. Staff Report.pdf Site Layout.pdf Landscape Plan Block G.pdf Darling Home Landscape Plan.pdf Darling Home Typical Lot Layout (7 pages).pdf Darling Homes Front Elevations.pdf Attachments: 12.PUBLIC HEARING: Consider approval of the Old Town (Main Street) Addition, Lots 1R-32R, Block F, Lots 2R-13R, Block G and Lot 2RX, Block G, Replat, being a replat of Lot 1, Block F into 32 residential lots, and Lot 2, Block G into 12 residential lots and one common area lot on 3.9 acres of property located west of South Coppell Road and north of Burns Street. Staff Report.pdf Replat.pdf Attachments: 13.PUBLIC HEARING: Consider updates for Land Use Assumptions, Capital Improvements Plans and the imposition of Impact Fees for Water, Waste Water and Roadway, in accordance with Chapter 395 of the Local Government Code. Page 4 City of Coppell, Texas Printed on 4/6/2012 April 10, 2012City Council Meeting Agenda Impact Fee Public Hearing Memo.pdf Impact Fee Public Hearing P & Z minutes.pdf Impact Fee Public Hearing Final Impact Fee Report.pdf Attachments: 14.Consider approval of an Engineering Services Contract with Teague, Nall, and Perkins, Inc. to provide professional engineering and design services for the Freeport Parkway Infrastructure Improvements (from West Sandy Lake Road to SH 121), Project #ST 05-02B; for a total maximum fee of $514,500; as provided for in CIP and RTR funds; and authorizing the City Manager to sign and execute any necessary documents. Freeport MEMO.pdf Freeport Exhibit.pdf Freeport Consulting Contract.pdf Attachments: City Manager Reports 15.Project Updates and Future Agendas. Mayor and Council Reports 16.Report by Mayor Stover regarding the Plaza Movie Series, Earthfest, Bounce! and the Aquatic and Recreation Center Grand Re-Opening Event. 17.Public Service Announcements concerning items of community interest and no Council action or deliberation is permitted. 18.Necessary Action from Executive Session Adjournment ________________________ Douglas N. Stover, Mayor CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 6th day of April, 2012, at _____________. ______________________________ Christel Pettinos, City Secretary Page 5 City of Coppell, Texas Printed on 4/6/2012 April 10, 2012City Council Meeting Agenda PUBLIC NOTICE - STATEMENT FOR ADA COMPLIANCE The City of Coppell acknowledges its responsibility to comply with the Americans With Disabilities Act of 1990. Thus, in order to assist individuals with disabilities who require special services (i.e. sign interpretative services, alternative audio/visual devices, and amanuenses) for participation in or access to the City of Coppell sponsored public programs, services and/or meetings, the City requests that individuals makes requests for these services forty-eight (48) hours ahead of the scheduled program, service, and/or meeting. To make arrangements, contact Vivyon V. Bowman, ADA Coordinator or other designated official at (972) 462-0022, or (TDD 1-800-RELAY, TX 1-800-735-2989). Page 6 City of Coppell, Texas Printed on 4/6/2012 Proclamation Celebrating National Library Week  WHEREAS, libraries have historically served as our nation’s great equalizers of knowledge by  providing free access to all;  WHEREAS, our nation’s libraries provide a forum for diverse ideas and points of view that help  us better understand each other and ourselves;  WHEREAS, libraries support the pursuit of the American dream by providing opportunities for  education and lifelong learning;  WHEREAS, library staff are trained to help people of all ages and backgrounds find the  information they need to live, learn and work in these challenging times;  WHEREAS, the staff at Coppell’s William T. Cozby Public Library consistently strive to meet the  changing needs of the Coppell community by developing relevant and interesting collections in  multiple formats; by providing innovative programming for adults, teens, and children; and by  offering a gathering space for the community to share information and learning;  WHEREAS, citizens across America are celebrating National Library Week;  NOW, THEREFORE, be it resolved that I, Douglas N. Stover, Mayor, proclaim National Library  Week, April 8‐14, 2012, and encourage all residents to visit the William T. Cozby Public Library  this week to discover the wonderful resources there.  You belong @ your library.       255 Parkway Boulevard Coppell, Texas 75019-9478City of Coppell, Texas Minutes - Draft City Council 5:30 PM Council ChambersTuesday, March 27, 2012 DOUG STOVER MARSHA TUNNELL Mayor Mayor Pro Tem TIM BRANCHEAU BILLY FAUGHT Place 1 Place 5 BOB MAHALIK MARVIN FRANKLIN Place 2 Place 6 BRIANNA HINOJOSA-FLORES KAREN HUNT Place 3 Place 7 CLAY PHILLIPS City Manager Also present were City Manager Clay Phillips, City Secretary Christel Pettinos and City Attorney Robert Hager. The City Council of the City of Coppell met in Regular Called Session on Tuesday, March 27, 2012, at 5:30 p.m. in the City Council Chambers of Town Center, 255 Parkway Boulevard, Coppell, Texas. Call to Order1. Mayor Stover called the meeting to order, determined that a quorum was present and convened into Executive Session at 5:48 p.m. Councilmembers Hinojosa-Flores and Franklin arrived prior to convening into Executive Session. Douglas N. Stover;Tim Brancheau;Bob Mahalik;Brianna Hinojosa-Flores;Marsha Tunnell;Billy Faught;Marvin Franklin and Karen Hunt Present 8 - Executive Session (Closed to the Public) 1st Floor Conference Room2. Section 551.087, Texas Government Code - Economic Development Negotiations. A.Discussion regarding Economic Development Prospects north of Northpoint Drive Page 1City of Coppell, Texas March 27, 2012City Council Minutes - Draft and east of Royal Lane. Discussed under Executive Session B.Discussion regarding Economic Development Prospects south of Dividend and west of Belt Line Road. Discussed under Executive Session Section 551.072, Texas Government Code - Deliberation regarding Real Property. C.Discussion regarding property closings and related construction matters at Northlake. Discussed under Executive Session Mayor Stover adjourned the Executive Session at 6:32 p.m. and opened the Work Session. Work Session (Open to the Public) 1st Floor Conference Room3. A.Discussion regarding the Citizen Satisfaction Survey. B.Presentation and Update Regarding the Senior and Community Center. C.Discussion regarding Non-Profit Funding. D.Discussion regarding Goals and Objectives. E.Discussion of Agenda Items. Presented in Work Session Mayor Stover recessed the Work Session at 7:24 p.m. and opened the Regular Session. Regular Session Invocation 7:30 p.m.4. Pastor Wayne McDonald with Metrocrest Church gave the Invocation. Pledge of Allegiance5. Mayor Stover led those present in the Pledge of Allegiance. 6.Consider approval of a proclamation naming the month of March as Women Veterans Month, and authorizing the Mayor to sign. Mayor Stover read the proclamation for the record and presented the same to Lisa Skier with Grace After Fire. A motion was made by Councilmember Brianna Hinojosa-Flores, seconded by Mayor Pro Tem Marsha Tunnell, that this Agenda Item be approved. The Page 2City of Coppell, Texas March 27, 2012City Council Minutes - Draft motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 7.Board Report by Keep Coppell Beautiful. Co-Chair Shawn Thompson gave the board's semi-annual report. Citizens’ Appearance8. Mayor Stover asked for those who signed up to speak: 1) Paul Studebaker, 935 Bethel School, spoke regarding the Zero Tolerance Policy with underage drinking. 2) Andy Olivo, 13465 Inwood, Farmers Branch, spoke regarding his run for State Representative District 115. Consent Agenda9. A.Consider approval of minutes: February 28, 2012 and March 19, 2012. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. B.Consider approval of an Ordinance for Case No. S-1256-R/O, Signature Living at Denton Creek, a zoning change from R (Retail) & O (Office) to S-1256-R/O (Special Use Permit-Retail/Office), to allow a 57,708-square-foot (74 units, 79 beds) assisted living and memory care facility on 5.3 acres of property located along the north side of East Sandy Lake Road, east of Riverview Drive and authorizing the Mayor to sign. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. Enactment No: 91500-A-578 C.Consider approval of an Ordinance for Case No. PD-251R-SF-12, Rosebriar Estates, a zoning change from SF-12 (Single Family-12) to PD-251R-SF-12 (Planned Development-251 Revised-Single Family-12), to allow the development of six (6) single-family lots, with a minimum lot size of 12,000 square feet and three (3) common area lots on 2.8 acres of property located south of East Sandy Lake Road between Dobecka Drive and Castlebury Court and authorizing the Mayor to sign. At this time, Councilmember Brancheau recused himself from Item C for a previously filed Conflict of Interest Affidavit. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Brianna Hinojosa-Flores, that this Zoning Ordinance be approved. The motion passed by an unanimous vote. Councilmember Brancheau returned to the meeting. Page 3City of Coppell, Texas March 27, 2012City Council Minutes - Draft Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:6 - Councilmember Tim BrancheauExcused:1 - Enactment No: 91500-A-579 D.Consider approval of an Ordinance for Case No. PD-246R-SF-12, Carter Addition PH III, a zoning change from SF-12 (Single Family-12) & A (Agricultural) to PD-246R-SF-12 (Planned Development-246 Revised-Single Family-12), to attach a Detail Site Plan to permit 22 single-family lots and one common area lot on 20.28 acres of property located on the south side of Carter Drive, approximately 925 feet west of Moore Road and authorizing the Mayor to sign. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. Enactment No: 91500-A-580 E.Consider approval of an Interlocal Purchasing Agreement between the City of Midlothian and the City of Coppell; and authorizing the Mayor to sign. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. F.Consider approval of a contract extension for audit services with Grant Thornton for an additional two year period in the amount of $63,600 for 2012 and $64,800 for 2013, plus an additional $10,000 each year, if required, for Single Audit costs, and authorizing the City Manager to sign. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. G.Consider approval of an Ordinance of the City of Coppell, Texas, amending Chapter 9, Section 9, Article 9-19, “Youth Camp Program Standards Of Care”; amending Section 9-19-2 “Organization” by amending Subsection 9-19-2(B), and by amending Section 9-19-3 “Definitions” by repealing and replacing “Parks and Recreation Manager” to “Assistant Director of Recreation”, and repealing and replacing “Recreation Services Supervisor” to “Recreation Coordinator”, and amending Section 9-19-4 “Inspections/Monitoring/Enforcement” by amending Subsection 9-19-4(B), 9-19-4(C), 9-19-4(E), and 9-19-4(F) by adding a visual inspection by the ADR and providing that inspection reports to be maintained by the Recreation Coordinator, amending Section 9-19-8 “Site Director’s Responsibilities” by amending Subsection 9-19-8(B) to change designation Recreation Coordinator to make hiring recommendation, and by amending Section 9-19-11 “Training/Orientation” by amending Subsection 9-19-11(A) and (D) to provide for training and orientation by Recreation Coordinator in lieu of Recreation Service Supervisor, and by amending Section 9-19-19 “Health” by amending Subsection 9-19-19(N) to clarify sanitation requirements for attendees; providing a repealing clause; providing a severability clause; providing a savings clause; and providing an effective date; and authorizing the Mayor to sign. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Marvin Franklin, that Agenda Items A, B and D-G be approved on the Consent Agenda. The motion passed by unanimous vote. Page 4City of Coppell, Texas March 27, 2012City Council Minutes - Draft Enactment No: 2012-1306 End of Consent Agenda 10.Consider approval of an Ordinance of the City of Coppell, Texas, approving an amendment to Ordinance No. 2011-1290, the budget for the Fiscal Year October 1, 2011 through September 30, 2012, and authorizing the Mayor to sign. Presentation: Jennifer Miller, Director of Finance, made a presentation to Council. A motion was made by Councilmember Marvin Franklin, seconded by Councilmember Tim Brancheau, that this Agenda Item be approved. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - Enactment No: 2012-1307 11.Consider approval of an Ordinance amending Ordinance No. 2011-1295, which established the City’s participation in the Texas Enterprise Zone Program pursuant to the Texas Enterprise Zone Act, Chapter 2303, Texas Government Code, established terms and conditions of qualification for Enterprise Zone designation, provided for a liaison, provided for an annual report, provided for identification and summary for local incentives available for the business enterprise, provided for an effective date and nominated Barcel USA, LLC to the Office of Governor Economic Development & Tourism (EDT) through an Economic Development Bank (Bank) as an enterprise project, by adding to the summary of local incentives that may be available for the business enterprise and modifying the termination date for the enterprise project. Presentation: Mindi Hurley, Economic Development Coordinator, made a presentation to Council. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Karen Hunt, that this Ordinance be approved. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - Enactment No: 2012-1308 12.PUBLIC HEARING: Consider approval of Case No. PD-253-H, Old Town Water Tank/Office Addition, Lots 1 & 2, Block A, a zoning change request from H (Historic) to PD-253-H (Planned Development-253-Historic) to establish a Detail Site Plan, to allow for the reuse of the existing structures for office uses and to retain the existing empty water tank on 0.514 acres of property located at 616/618 South Coppell Road. Presentation: Gary Sieb, Director of Planning, made a presentation for Council. Mayor Stover opened the Public Hearing and advised that no one signed up to speak. Page 5City of Coppell, Texas March 27, 2012City Council Minutes - Draft A motion was made by Councilmember Billy Faught, seconded by Councilmember Bob Mahalik, to close the Public Hearing and approve subject to the following conditions: 1) Add a Planned Development Condition note to the Site/Landscape Plan stating the deficiencies to the perimeter, interior and nonvehicular landscaping area and tree requirements; and 2) The wood door is proposed to have glass in the center. Revise the elevations and rendering accordingly. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 13.Consider approval of the Old Town Water Tank/Office Addition, Lots 1 & 2, Block A, Minor Plat, to subdivide the property to establish a building site and necessary easements to allow for the reuse of the existing structures and a separate lot for retaining the existing empty water tank on 0.514 acres of property located at 616/618 South Coppell Road. Presentation: Gary Sieb, Director of Planning, made a presentation to Council. A motion was made by Mayor Pro Tem Marsha Tunnell, seconded by Councilmember Karen Hunt, that this Agenda Item be approved. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 14.Consider and authorize City Manager to negotiate and execute a Purchase and Sale Agreement, and any necessary agreements and instruments thereto, for the sale of Lot 1, Block A of the Old Town Water Tank/Office Addition, approximately 0.453 acres of land and improvements to The Edinburgh Group, Inc. The property is located at 616 and 618 S. Coppell Road. Presentation: Mindi Hurley, Economic Development Coordinator, made a presentation to Council. A motion was made by Councilmember Marvin Franklin, seconded by Councilmember Bob Mahalik, to authorize the Mayor to sign the deed and approve this agenda item. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 15.PUBLIC HEARING: Consider approval of Case No. S-1255-C, The Learning Experience, a zoning change request from C (Commercial) to S-1255-C (Special Use Permit-1255-Commercial), to permit an approximate 11,000-square-foot day care to be located within the existing two-story building, removal of a portion of the parking lot to accommodate the addition of a 5,150-square-foot outdoor play area with a rubber surface to be located at 123 East Sandy Lake Road. Presentation: Gary Sieb, Director of Planning, made a presentation to Council. Mayor Stover opened the Public Hearing and advised that no one signed up to speak. Page 6City of Coppell, Texas March 27, 2012City Council Minutes - Draft Crystal Varner and Peter Buell, applicants, addressed questions of Council. A motion was made by Councilmember Marvin Franklin, seconded by Councilmember Tim Brancheau, to close the Public Hearing and approve subject to the following conditions: 1) Agreement regarding how the traffic drop-off system works to problems; 2) A colored example of the logo; 3) Show location of existing trash enclosure (dashed line will suffice); 4) Insure brick used on proposed trash enclosure matches brick on main; 5) Dimension overall size of monument sign on Sheet A-2; 6) Need as-builts from engineer prior to CO; and 7) Note: Planning Commission meeting is 1-19, not 1-9 on Sheet A-1. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 16.PUBLIC HEARING: Consider approval of Case No. PD-95R-SF-9, Shadow Ridge Estates I, Lot 10, Block A, a zoning change request from PD-95-SF-9 (Planned Development-95-Single Family-9) to PD-95R-SF-9 (Planned Development-95 Revised-Single Family-9), to allow for a 767.5-square-foot garage expansion which encroaches into the required rear yard on 0.33 acres of property located at 202 Southern Belle Drive. Presentation: Gary Sieb, Director of Planning, made a presentation to Council. Mayor Stover opened the Public Hearing. A motion was made by Councilmember Tim Brancheau, seconded by Councilmember Bob Mahalik, to continue the Public Hearing and Agenda Item to the April 10th meeting. The motion passed by an unanimous vote. Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - 17.PUBLIC HEARING: Consider approval of Case No. PD-199R6-HC, Zimmer, a zoning change request from PD-199R5-HC-S-1211R2 (Planned Development-199 Revision 5-Highway Commercial-Special Use Permit-1211 Revision 2) to PD-199R6-HC (Planned Development-199 Revision 6-Highway Commercial), to revise the Detail Site Plan to allow a sign with a logo which exceeds 20% of the area of the sign on 1.4 acres of property located at 697 E. Highway 121. Presentation: Gary Sieb, Director of Planning, made a presentation to Council. Mayor Stover opened the Public Hearing. A motion was made by Councilmember Tim Brancheau, seconded by Councilmember Marvin Franklin, to continue the Public Hearing and Agenda Item to the April 10th meeting. The motion passed by an unanimous vote. Page 7City of Coppell, Texas March 27, 2012City Council Minutes - Draft Councilmember Tim Brancheau;Councilmember Bob Mahalik;Councilmember Brianna Hinojosa-Flores;Mayor Pro Tem Marsha Tunnell;Councilmember Billy Faught;Councilmember Marvin Franklin and Councilmember Karen Hunt Aye:7 - City Manager Reports 18.Project Updates and Future Agendas. Read and Filed City Manager Clay Phillips reminded Council that Agenda Items 16 and 17 will be on the April 10th Council Meeting. Council will have a Joint Meeting on April 4th with Planning & Zoning Commission and Economic Development Committee members at the Fire Station #3 Training Room. Mr. Phillips announced that the RFQ bids were reviewed for the branding initiative. He plans to have an update at the second meeting in April. Regarding Project Updates, Old Town construction is underway, Deforest Road is under construction and Sandy Lake is waiting on utility relocations. Denton Tap to North Coppell Road will be under construction fairly soon. Regarding upcoming events, Earthfest will be on April 28th and the re-Grand Opening for the Aquatic and Recreation Center will be Memorial Weekend. Mayor and Council Reports 19.A.Report by Mayor Stover regarding the Plaza Movie Series beginning March 23rd. B.Report by Mayor Stover regarding Eggstravaganza, April 7th at 11am at Wagon Wheel Park. Read and Filed Mayor Stover reported the Plaza Movie Series is underway. Twilight was shown March 23rd, Grease will be shown on March 30th, The Goonies will be shown on April 13th, and Zookeeper will be shown on April 20th. All movies begin at dark and will have free popcorn. Also, Eggstravaganza is scheduled for April 7th at 11am at Wagon Wheel Park. There will be lots of toy and candy filled eggs. Hippity Hoppity, the Easter Bunny, will be there for family pictures and lots of fun! Council Committee Reports 20.A.Carrollton/Farmers Branch ISD/Lewisville ISD - Tunnell. B.Coppell ISD - Mahalik and Hinojosa-Flores. C.Coppell Seniors - Brancheau and Faught. D.Dallas Regional Mobility Coalition -Hunt. E.International Council for Local Environmental Initiatives (ICLEI) -Brancheau F.Metrocrest Hospital Authority -Tunnell. G.Metrocrest Medical Foundation - Mahalik. H.Metrocrest Medical Services - Hinojosa-Flores. I.Metrocrest Social Services - Franklin. J.North Texas Council of Governments - Tunnell. K.North Texas Commission - Hunt. L.Senior Adult Services - Franklin. Page 8City of Coppell, Texas March 27, 2012City Council Minutes - Draft Read and Filed A. Mayor Pro Tem Tunnell announced the LISD/C-FBISD Kindergarten Round Up will be March 29th and April 2nd. Upcoming school holidays will be around the Easter Weekend, April 6th and April 9th. B. Councilmember Mahalik reported that CMS North, East and West Band students were awarded 1st Division. The Math Counts! at CMS West placed 3rd at the Preston Trails competition. A Candidate Forum hosted by the Coppell Chamber will be held at the CHS Lecture Hall from 6:30-8:30 p.m. on April 19th for School Board candidates and on May 17th for State Representatives. Mr. Phillips announced that a Council Candidate Forum will be held on alternate Thursdays in the Council Chambers. Councilmember Hinojosa-Flores wanted to thank everyone for attending the Finding Kind film on bullying among girls. C. Councilmember Faught thanked staff for the Senior Center update presented earlier in Work Session. On April 30th, the Senior Center will be hosting a Member Appreciation Day from 11-1 p.m.; April 12th will be a visit to Log Cabin Village in Ft. Worth from 9-3 p.m.; April 17th is Supper Club at Copeland's in Southlake from 5-9 p.m. and March 31st is Casino Night from 4:30-7:30 p.m. D. Councilmember Hunt recommended visiting the DRC website for information on Regional Transportation. E. Councilmember Brancheau announced ICLEI will be holding a webinar on April 5th on sustainable government. F. Nothing to report. G. Nothing to report. H. Nothing to report. I. Councilmember Franklin reported that the newly relocated resale shop is doing well and is seeking more donations. The Keyholder's Breakfast will be April 10th at the Quorum in Addison. Also, Bunny Summerlin will be retiring. J. Mayor Pro Tem Tunnell suggested visiting the NCTCOG website for information on how to be prepared for the severe weather. K. Councilmember Hunt said there are several upcoming regional meetings on transportation, water and air quality and the impact from the latest population estimates. L. Councilmember Franklin announced Senior Adult Services has a new 8-passenger vehicle and has been approved for another one. Tee It Up for Seniors will be held at the Brookhaven Country Club on June 25th. Finally, Greg Gerendis will be retiring. Public Service Announcements concerning items of community interest and no Council action or deliberation is permitted. 21. Mayor Pro Tem Tunnell announced the Police Motorcycle Rodeo is March 31st at Wagon Wheel Park at 8am. Mayor Stover announced Relay for Life will be held April 28th. Page 9City of Coppell, Texas March 27, 2012City Council Minutes - Draft At this time, Council recessed the Regular Session at 9:20 p.m. and reconvened into Work Session. Mayor Stover adjourned the Work Session at 10:34 p.m. and reconvened the Regular Session. Necessary Action from Executive Session22. Nothing to report. Adjournment There being no further business to come before the City Council, this meeting was adjourned. ________________________ Douglas N. Stover, Mayor CERTIFICATE I certify that the above Notice of Meeting was posted on the bulletin board at the City Hall of the City of Coppell, Texas on this 23rd day of March, 2012, at _____________. ______________________________ Christel Pettinos, City Secretary PUBLIC NOTICE - STATEMENT FOR ADA COMPLIANCE The City of Coppell acknowledges its responsibility to comply with the Americans With Disabilities Act of 1990. Thus, in order to assist individuals with disabilities who require special services (i.e. sign interpretative services, alternative audio/visual devices, and amanuenses) for participation in or access to the City of Coppell sponsored public programs, services and/or meetings, the City requests that individuals makes requests for these services forty-eight (48) hours ahead of the scheduled program, service, and/or meeting. To make arrangements, contact Vivyon V. Bowman, ADA Coordinator or other designated official at (972) 462-0022, or (TDD 1-800-RELAY, TX 1-800-735-2989). Page 10City of Coppell, Texas MEMORANDUM TO: Mayor and City Council VIA: Ken Griffin, P.E., Director of Engineering/Public Works FROM: Michael Garza, E.I.T., Graduate Engineer DATE: April 10, 2012 REF: Consider approval of an ordinance amending Article 8-3 Parking, Section 8- 3-1(A) of the Code of Ordinances for the City of Coppell to prohibit parking, stopping or standing at all times on the east side of Oxford Place adjacent to Lots 27 and 28 Block A and Lot 1X in its entirety and the south side of Blackburn Drive adjacent to lot 28 Block A; and authorizing the Mayor to sign and execute any necessary documents. This agenda item is to establish a no parking, standing, stopping ordinance for portions of the Red Hawk Subdivision as stated on the plat. Staff will be available to answer questions at the Council meeting. Proposed No Parking Red Hawk Created in Civil 3D 1 INCH = 1 MILE 0 1/2 1 Sheet 1/2 S:\CAD\In_Design\ST05-02A FREEPORT PARKWAY\dwg\PROJECT EXHIBITS.dwg \RED HAWK Created on: 4 April 2012 by Scott Latta W Bethel School RdS D e n t o n Tap R d D E V O N D R OXFORD PLBLACKBURN DRWASHINGTON DRWASHINGTON CTLT 1 LT 2 LT 3 LT 4 LT 5 LT 6 LT 7 LT 8 LT 9 LT 10 LT 11 LT 12 LT 13 LT 14 LT 15 LT 19 LT 20 LT 21 LT 22 LT 23 LT 24 LT 25 LT 26 LT 27 LT 12LT 13LT 14LT 15LT 16LT 17LT 18LT 19LT 20LT 21LT 22 LT 23 LT 24 LT 25 LT 26 LT 28 LT 27 LT 1 LT 2 LT 3 LT 4 LT 5 LT 6 LT 7 LT 8 LT 9 LT 11LT 10 LT 28 LT 1X Created in ArcGIS 10.0 Created: April 2012by Kevin RubalcabaW:\GIS\Projects\Exhibit Location Maps\Red Hawk - No Parking Proposed No ParkingRed Hawk No Stopping, Standing,or Parking Proposed No Parking Edge of Pavement Buildings Parcel 0 50 10025Feet 1 inch = 100 feet±Denton Tap RdSandy Lake Rd Red Hawk AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE CODE OF ORDINANCES BY AMENDING SECTION 8- 3-1(A) OF THE CODE OF ORDINANCES; MAKING IT UNLAWAFUL TO PARK A VEHICLE ON THE EAST SIDE OF OXFORD PLACE AT ALL TIMES ADJACENT TO LOT 1X AND ON THE NORTH SIDE ADJACENT TO LOT 27; AND ON THE SOUTH SIDE OF BLACKBURN DRIVE ADJACENT TO LOT 28; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO HUNDRED DOLLARS ($200.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That Section 8-3-1A of Chapter 8 of the Code of Ordinances be, and the same is hereby, amended to provide for no parking zone on Oxford Place and Blackburn Drive to read as follows: “Sec. 8-3-1 NO PARKING ON SPECIFIC STREETS & IN CERTAIN SCHOOL ZONES/SCHOOL AREAS A. No parking on specific streets. It shall be unlawful for any person to stop, stand or park a vehicle at any time in violation of any official sign, curb marking, or street marking that prohibits, regulates, or restricts the stopping, standing or parking of a vehicle at the times designated for the following street: . . . . . OXFORD PLACE on the east side in its entirety, adjacent to lot 1X and on the north side adjacent to lot 27; . . . . . BLACKBURN DRIVE on the south side adjacent to lot 28. TM 50297.2.71911 2 SECTION 2. The traffic engineer shall erect official signs, curb markings, or street markings giving notice that parking, stopping or standing of vehicles is prohibited at the locations designated herein. SECTION 3. That all provisions of the Code of Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 4. That should any word, phrase, paragraph, section or phrase of this ordinance or of the Code of Ordinances, as amended hereby, be held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Code of Ordinances as a whole. SECTION 5. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Code of Ordinances, as amended, in effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 6. That any person, firm or corporation violating any of the provisions or terms of this ordinance or of the Code of Ordinances, as amended hereby, shall be guilty of a misdemeanor and upon conviction in the Municipal Court of the City of Coppell, Texas, shall be subjected to a fine not to exceed the sum of Two Hundred Dollars ($200.00) for each offense; and each and every day such violation is continued shall be deemed to constitute a separate offense. SECTION 7. That this ordinance shall take effect immediately from and after its passage and the publication of the caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012. TM 50297.2.71911 3 APPROVED: DOUGLAS N. STOVER, MAYOR ATTEST: CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: _________________________________ ROBERT E. HAGER, CITY ATTORNEY TM 50297.2.71911 4 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE CODE OF ORDINANCES BY AMENDING SECTION 8- 3-1(A) OF THE CODE OF ORDINANCES; MAKING IT UNLAWAFUL TO PARK A VEHICLE ON THE EAST SIDE OF OXFORD PLACE AT ALL TIMES ADJACENT TO LOT 1X AND ON THE NORTH SIDE ADJACENT TO LOT 27; AND ON THE SOUTH SIDE OF BLACKBURN DRIVE ADJACENT TO LOT 28; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO HUNDRED DOLLARS ($200.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012. APPROVED: DOUGLAS N. STOVER, MAYOR ATTEST: CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: _________________________________ ROBERT E. HAGER, CITY ATTORNEY TM 54827 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A ZONING CHANGE REQUEST FROM C (COMMERCIAL) TO S-1255-C (SPECIAL USE PERMIT-1255-COMMERCIAL), TO ALLOW AN APPROXIMATE 11,000-SQUARE-FOOT DAY CARE TO BE LOCATED WITHIN THE EXISTING TWO-STORY BUILDING, REMOVAL OF A PORTION OF THE PARKING LOT TO ACCOMMODATE THE ADDITION OF A 5,150-SQUARE-FOOT OUTDOOR PLAY AREA WITH A RUBBER SURFACE TO BE LOCATED AT 123 EAST SANDY LAKE AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT “A”, ATTACHED HERETO AND INCORPORATED HEREIN FOR ALL PURPOSES; PROVIDING FOR THE APPROVAL OF THE SITE PLAN, ELEVATIONS WITH SIGN PLAN AND THE PHOTO OF SCREENING FENCE, ATTACHED HERETO AS EXHIBITS “B”, “C” AND “D” RESPECTIVELY; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Planning and Zoning Commission and the governing body of the City of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally, and to all persons interested and situated in the affected area and in the vicinity thereof, the said governing body is of the opinion that Zoning Application S-1255-C should be approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning Ordinance and Map should be amended. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as heretofore amended, be and the same is hereby amended to grant a change in zoning from C (Commercial) to S-1255-C (Special Use Permit-1255-Commercial), to allow an approximate 11,000-square-foot day care to TM 54827 be located within the existing two-story building, removal and/or conversion of a portion of the parking lot to accommodate the addition of a 5,150-square-foot outdoor play area with a rubber surface to be located at 123 East Sandy Lake Road and being more particularly described in Exhibit “A”, attached hereto and made a part hereof for all purposes. SECTION 2. That the property shall be developed and used only as a daycare center or uses as permitted in a C-2 District in accordance with following development conditions as set forth herein below; A) Hours of operation, child drop-off and pick-up schedule and maximum number of students shall be as specified on the Site Plan, attached hereto as Exhibit “B”. B) In the event that traffic from this facility significantly impacts the abutting street system, the owner/operator shall be responsible for obtaining the services of an off-duty police officer to direct traffic during peak hours. C) Submission of as-builts for the existing structure are required prior to issuance of a Certificate of Occupancy for this use. D) Signage shall conform to the provisions of the attached sign plan, Exhibit C. E) That the solid waste disposal receptacle shall be screened in accordance with attached Exhibit C and located on the site. F) An eight foot (8) screening fence on the south property line, as depicted on the site plan, shall be located, constructed and maintained in compliance with attached Exhibit B from materials and staining as provided in the Code of Ordinances. SECTION 3. That the Site Plan, Elevations with Sign Plan, and Photo of Screening Fence, attached hereto as Exhibits “B”, “C” and “D”, respectively, and made a part hereof for all purposes as special conditions, are hereby approved. TM 54827 SECTION 4. That the above property shall be developed and used only in the manner and for the purpose provided for by the Office and Retail District regulations, Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended and as amended herein. SECTION 5. That all provisions of the Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 6. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 7. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in effect when the offense was committed and the former law is continued in effect for this purpose. SECTION 8. That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 9. That this ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012 TM 54827 APPROVED: ____________________________________________ DOUGLAS N. STOVER, MAYOR ATTEST: ____________________________________________ CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: _______________________________________ ROBERT E. HAGER, CITY ATTORNEY (REH/mpm) AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A ZONING CHANGE REQUEST FROM C (COMMERCIAL) TO S-1255-C (SPECIAL USE PERMIT-1255- COMMERCIAL), TO ALLOW AN APPROXIMATE 11,000-SQUARE- FOOT DAY CARE TO BE LOCATED WITHIN THE EXISTING TWO-STORY BUILDING, REMOVAL OF A PORTION OF THE PARKING LOT TO ACCOMMODATE THE ADDITION OF A 5,150- SQUARE-FOOT OUTDOOR PLAY AREA WITH A RUBBER SURFACE TO BE LOCATED AT 123 EAST SANDY LAKE AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT “A”, ATTACHED HERETO AND INCORPORATED HEREIN FOR ALL PURPOSES; PROVIDING FOR THE APPROVAL OF THE SITE PLAN, ELEVATIONS WITH SIGN PLAN AND THE PHOTO OF SCREENING FENCE, ATTACHED HERETO AS EXHIBITS “B”, “C” AND “D” RESPECTIVELY; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012 APPROVED: ________________________________________ DOUGLAS N. STOVER, MAYOR ATTEST: ________________________________________ CHRISTEL PETTINOS, CITY SECRETARY 1 TM 54778 AN ORDINANCE OF THE CITY OF COPPELL, TEXAS ORDINANCE NO. ________ AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A CHANGE IN ZONING FROM PD-214R2-C (PLANNED DEVELOPMENT-214 REVISION 2-COMMERCIAL) TO PD-214R5-C (PLANNED DEVELOPMENT-214 REVISION 5-COMMERCIAL) TO ATTACH A DETAIL PLAN TO ALLOW THE DEVELOPMENT OF AN APPROXIMATE 11,000- SQUARE-FOOT RETAIL BUILDING TO CONTAIN RETAIL AND OFFICE USES AND TWO RESTAURANTS ON 1.5 ACRES OF PROPERTY, PROPERTY LOCATED AT 143 SOUTH DENTON TAP ROAD AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT “A” ATTACHED HERETO AND INCORPORATED HEREIN; PROVIDING FOR THE APPROVAL OF THE SITE PLAN, TREE SURVEY, LANDSCAPE PLAN, BUILDING ELEVATIONS, SIGNAGE, AND DUMPSTER/ MONUMENT SIGN ELEVATIONS, ATTACHED HERETO AS EXHIBITS “B”, “C”, “D” “E”, “F” AND “G” , RESPECTIVELY; PROVIDING FOR DEVELOPMENT REGULATIONS; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City Planning and Zoning Commission and the governing body of the City of Coppell, Texas, in compliance with the laws of the State of Texas and pursuant to the Comprehensive Zoning Ordinance of the City of Coppell, have given requisite notices by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all property owners generally, and to all persons interested and situated in the affected area and in the vicinity thereof, the said governing body is of the opinion that Zoning Application No PD-214R5-C should be approved, and in the exercise of legislative discretion have concluded that the Comprehensive Zoning Ordinance and Map should be amended. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COPPELL, TEXAS: SECTION 1. That the Comprehensive Zoning Ordinance and Map of the City of Coppell, Texas, duly passed by the governing body of the City of Coppell, Texas, as heretofore amended, be and the same is hereby amended to grant a change in zoning from PD-214R2-C (Planned Development-214 Revision 2-Commercial) to PD-214R5-C (Planned Development-214 Revision 5- Commercial) to attach a Detail Plan to allow the development of an approximate 11,000-square-foot retail 2 TM 54778 building to contain retail and office uses including two restaurants on 1.5 acres of property located at 143 South Denton Tap Road, and being more particularly described in Exhibit “A” attached hereto and made a part hereof for all purposes, subject to the development regulations. SECTION 2. That PD-214R5-C is hereby approved subject to the following development regulations: A) Except as amended herein and as provided in this Ordinance, the property shall be developed in accordance with commercial zoned property as set forth in Ordinance 91500-A-474 which is incorporated herein as set forth in full and hereby republished. B) Office, Retail and two sit down restaurants are permitted within this PD. The restaurant at the north end of the building shall be allowed a 300 square foot patio, and the restaurant at the southern end shall be allowed a 200 square foot patio. C) The following variances to the Landscape Ordinance are hereby approved as indicated on the Site and Landscape Plans attached as Exhibits “B” and “D” respectively: D) All attached signage for this planned development district shall conform to the following: 1. North Elevation: a. 46.8 Square feet of sign. b. White lettering with black trim. c. Logo with company colors which can be no larger than forty percent (40) of total signage in D. (1)(a) of this ordinance. 2. South Elevation: a. 50 Square feet of sign. b. White lettering with black trim c. Logo with company colors which can be no larger than forty percent (40) of total signage in D. (1)(a) of this ordinance. 3 TM 54778 3. East Elevation: a. One blade sign per tenant not to exceed fifteen (15) square feet. i. May include company logo and colors. ii. Shall be attached perpendicular to the east façade for all tenants except the northernmost and southernmost tenants. iii. The northernmost tenant blade signage shall be perpendicular to the northern façade. iv. The southernmost tenant blade signage shall be attached at a 45 degree angle from the southeast building corner b. All other attached signage shall be limited in accordance with the Article 29, Chapter 12 of the Code of Ordinance, except that the corporate logo of any signage may compromise up to forty (40) percent of any allowed signage on this elevation. 4. West Elevation: None, except safety signage or emergency exit notification in accordance with adopted building codes. E) Dumpsters shall not be emptied prior to 7:30 a.m. F) Deliveries shall only occur between the hours of 7:00 a.m. and 11:00 a.m. Monday through Saturday; and, no Sunday deliveries before 12:00 p.m. and no later than 6:00 p.m.. G) Access to doors on the Westside (rear) of the building shall be limited to employees and emergency access only and not for public access. H) A Tree removal permit and mitigation as established under the Code of Ordinances of the City of Coppell will be required prior to the removal of any trees from this site, except as may be amended in Section 3 of this ordinance. I) In the event the sewer line along the west property line is in need of repair the owner is responsible for removal and replacement of trees adjacent to the line. In the event the sewer line is damaged due to 4 TM 54778 tree growth the owner is responsible for the cost of the repair to the sewer line. SECTION 3. That Site Plan, Tree Survey, Landscape Plan, Building Elevations, Signage and dumpster/ Monument Sign Elevations attached hereto as Exhibits “B”, “C”, “D”, “E”, “F”, and “G” and made a part hereof for all purposes, are hereby approved. SECTION 4. That the above property shall be used only in the manner and for the purpose provided for by the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and as amended herein. SECTION 5. That the development of the property herein shall be in accordance with building regulations, zoning ordinances, and any applicable ordinances except as may be specifically altered or amended herein. SECTION 6. That all provisions of the Ordinances of the City of Coppell, Texas, in conflict with the provisions of this ordinance be, and the same are hereby, repealed, and all other provisions not in conflict with the provisions of this ordinance shall remain in full force and effect. SECTION 7. That should any sentence, paragraph, subdivision, clause, phrase or section of this ordinance be adjudged or held to be unconstitutional, illegal or invalid, the same shall not affect the validity of this ordinance as a whole, or any part or provision thereof other than the part so decided to be unconstitutional, illegal or invalid, and shall not affect the validity of the Comprehensive Zoning Ordinance as a whole. SECTION 8. An offense committed before the effective date of this ordinance is governed by prior law and the provisions of the Comprehensive Zoning Ordinance, as amended, in effect when the offense was committed and the former law is continued in effect for this purpose. 5 TM 54778 SECTION 9. That any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Coppell, as heretofore amended, and upon conviction shall be punished by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense; and each and every day such violation shall continue shall be deemed to constitute a separate offense. SECTION 10. That this ordinance shall take effect immediately from and after its passage and the publication of its caption, as the law and charter in such cases provide. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012. APPROVED: _____________________________________ DOUGLAS N. STOVER, MAYOR ATTEST: _____________________________________ CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: _________________________________ ROBERT E. HAGER, CITY ATTORNEY AN ORDINANCE OF THE CITY OF COPPELL, TEXAS AN ORDINANCE OF THE CITY OF COPPELL, TEXAS, AMENDING THE COMPREHENSIVE ZONING ORDINANCE AND MAP OF THE CITY OF COPPELL, TEXAS, AS HERETOFORE AMENDED, BY GRANTING A CHANGE IN ZONING FROM PD-214R2-C (PLANNED DEVELOPMENT-214 REVISION 2- COMMERCIAL) TO PD-214R5-C (PLANNED DEVELOPMENT-214 REVISION 5- COMMERCIAL) TO ATTACH A DETAIL PLAN TO ALLOW THE DEVELOPMENT OF AN APPROXIMATE 11,000-SQUARE-FOOT RETAIL BUILDING TO CONTAIN RETAIL AND OFFICE USES AND TWO RESTAURANTS ON 1.5 ACRES OF PROPERTY, PROPERTY LOCATED AT 143 SOUTH DENTON TAP ROAD AND BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT “A” ATTACHED HERETO AND INCORPORATED HEREIN; PROVIDING FOR THE APPROVAL OF THE SITE PLAN, TREE SURVEY, LANDSCAPE PLAN, BUILDING ELEVATIONS, SIGNAGE, AND DUMPSTER/ MONUMENT SIGN ELEVATIONS, ATTACHED HERETO AS EXHIBITS “B”, “C”, “D” “E”, “F” AND “G”, RESPECTIVELY; PROVIDING FOR DEVELOPMENT REGULATIONS; PROVIDING A REPEALING CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) FOR EACH OFFENSE; AND PROVIDING AN EFFECTIVE DATE. DULY PASSED by the City Council of the City of Coppell, Texas, this the _______ day of ___________________, 2012. APPROVED: _____________________________________ DOUGLAS N. STOVER, MAYOR ATTEST: _____________________________________ CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: _________________________________ ROBERT E. HAGER, CITY ATTORNEY EXHIBIT “A” LEGAL DESCRIPTION 1.510 Acres Being all that certain lot, tract or parcel of land situated in the Edward A. Crow Survey, Abstract No. 301, in the City of Coppell, Dallas County, Texas, and being all of Lot 4R2, Block A of Arbor Manors an addition to the City of Coppell, Dallas County, Texas, according to the plat thereof recorded in Document No. 201000282121, of the Map Records of Dallas County, Texas, and being more particularly described as follows: BEGINNING at an “+” found in concrete at the most easterly northeast corner of said Lot 4R2, same being in the westerly monumented line of Denton Tap Road (called 120’ ROW), said point also being the southeast corner of that certain called 0.7001 acre tract of land described by deed to KFC National Company, as recorded in Vol. 89121, Pg. 2082, of the Deed Records of Dallas County, Texas; THENCE S 02°37’34” E, 181.66 feet along the westerly monumented line of Denton Tap Road, and the east line of said Lot 4R2, to a ½” rebar with a plastic cap stamped “DAA” found at the point of curvature of a curve to the right; THENCE along the west line of Denton Tap Road, and the east line of Lot 4R2 with the arc of said curve having a radius of 5668.85 feet, a central angle of 01°35’20”, whose chord bears S 01°58’31” E, 157.19’, and an arc length of 157.19 feet to a ½” capped rebar set stamped “G&A” at the southeast corner of Lot 4R2, and the northeast corner of Lot 4R1, Block A of Arbor Manors, as recorded in Document No. 201000282121, of the Map Records of Dallas County, Texas, said point also being in the westerly monumented line of Denton Tap Road; THENCE S 89°30’31” W, 199.76 feet to an “+” found in concrete at the southwest corner of Lot 4R2, and the northwest corner of Lot 4R1, said point also being on the east boundary line of Lot 22, Block A of Arbor Manors, an addition to the City of Coppell, Dallas County, Texas, according to the plat thereof recorded in Document No. 20080314835; THENCE N 00°29’29” W, 382.76 feet along the easterly line of Lots 22-18, Block A, of said Arbor Manors, to an “+” found in concrete at the northwest corner of said Lot 4R2, same being an angle point in Lot 18, Block A, Arbor Manors, and said corner also being in the westerly line of said KFC National Company tract; THENCE along the common line between said KFC National Company Tract and said Lot 4R2, Block A, the following courses and distances: S 32°39’58” E, 16.30 feet to a ½” rebar with a plastic cap stamped “DAA” found at an angle point in the west line of said KFC National Company Tract, same being the north northeast corner of Lot 4R2; S 02°40’20” E, 37.13 feet to a ½” rebar with a plastic cap stamped “RPLS 5686” found at the southwest corner of said KFC National Company Tract; N 87°19’40” E, 178.96 feet to the POINT OF BEGINNING and containing approximately 1.510 acres of land. PARKS AND RECREATION DEPARTMENT INTEROFFICE MEMO DATE: April 10, 2012 TO: Mayor and City Council FROM: Brad Reid, Director of Parks and Recreation RE: Consider award of Bid number Q-0112-01, to Elite Tree Service, for the Tree Maintenance Annual Contract, and authorizing the City Manager to execute the necessary documents In order to properly maintain the public forest, the City of Coppell annually contracts with a professional tree maintenance company. The contract is for trimming and pruning for aesthetic and functional purposes, removal of hazardous trees and stump grinding. This contract covers emergency removal of downed or damaged trees after weather events as well as regular maintenance that is necessary for the health of the forest and the safety of the community. The City of Coppell advertised for formal bids from tree maintenance professionals for the below indicated work. The bid advertisement closed on February 7, 2012, at which time six (6) bids were opened. Contractors were asked to give unit prices for the work elements as described below. The two contractors listed are the apparent low bidders in the majority of the categories, along with the bid prices for the desired elements. Somerset Landscaping and Maintenance. 1. Pruning 2 man crew: $78.00/hr. 2. Pruning 3 man crew: $119.00/hr. 3. Removal 2 man crew: $78.00/hr. 4. Removal 3 man crew: $119.00/hr. 5. Stump Grinding: $2.85/inch. 6. Disposal Fee: $9.25/cubic yard. 7. Emergency Response 2 man crew: $84.00/hr. 8. Emergency Response 3 man crew: $124.00/hr. Elite Tree Service. 1. Pruning 2 man crew: $78.00/hr. 2. Pruning 3 man crew: $117.00/hr. 3. Removal 2 man crew: $78.00/hr. 4. Removal 3 man crew: $117.00/hr. 5. Stump Grinding: $2.00/inch. 6. Disposal Fee : $0.00/per truck with no logs (chips only). $30.00/per truck if mixed with logs. 7. Emergency Response 2 man crew: $86.00/hr. 8. Emergency Response 3 man crew: $129.00/hr. Staff visited Summerset Landscape and Maintenance to review their operations and equipment. It was determined that Somerset had only one (1) chipper truck, one (1) tree chipper, and one (1) dedicated crew to tree maintenance. A reference check and a discussion with Summerset revealed that they already have the tree removal contracts with the Cities of Plano and Garland. This suggests that they could become very short staffed in the instance of a region-wide emergency. Elite Tree Service has a strong track record of performance, over five (5) years with both the Parks Department and the Public Works Department with the City of Coppell. Elite Tree Service has good references with the City of Carrollton and City of Denton. Elite Tree Service has the necessary equipment and manpower to service our tree needs. Based on current and previous work history with the City of Coppell, low unit pricing, equipment and manpower to handle the job, and strong references with other local municipalities, it is recommended that Elite Tree Service be awarded Bid #Q-0112-01, Tree Maintenance Annual Contract. There is $50,000.00 budgeted in fiscal year 2011-12 but projects will be determined throughout the year and payments will be made for the work that is completed on an ongoing basis. This contract includes an option for annual renewals up to 4 years subject to staff review of the quality of service received. Bid# Q‐0112‐01 2012 Tree Maintenance Contract Bid TabItem UnitSomerset Landscape and MaintenanceElite Tree ServiceGolden Tree MaintenanceChippers Tree Service Tree SystemsPreservation TreePruning ‐ 2 Man Crew (1 tree climber, 1 ground man)                                                                             Cost per   Hour$78.00 $78.00 $85.00 $90.00 $130.00 $120.00Pruning ‐ 3 Man Crew (2 tree climbers, 1 ground man)Cost per   Hour$119.00 $117.00 $150.00 $140.00 $150.00 $180.00Tree Removal ‐ 2 Man Crew (1 tree climber,    1 ground man)Cost per   Hour$78.00 $78.00 $85.00 $95.00 $130.00 $110.00Tree Removal ‐ 3 Man Crew (2 tree climbers,    1 ground man)Cost per   Hour$119.00 $117.00 $150.00 $145.00 $150.00 $165.00Stump Grinding ‐ Grind tree Stumps Cost per   Inch$2.95 $2.00 $2.00 $7.00 $4.50 $6.00Disposal Fee ‐ Removal of Tree DebreeCost per Cubic Yard$9.25$0 $0 $45.00 $5.00 $0Emergency Response for Tree Removal ‐ 2 Man Crew                                                      Cost per   Hour$84.00 $86.00 $109.37 $125.00 $145.00 $130.00Emergency Response for Tree Removal ‐ 3 Man Crew Cost per   Hour$124.00 $129.00 $195.00 $175.00 $175.00 $195.00 ITEM #8 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD-95R-SF-9, Shadow Ridge Estates I, Lot 10, Block A P&Z HEARING DATE: February 16, 2012 C.C. HEARING DATE: March 27, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: 202 Southern Belle Drive SIZE OF AREA: 0.33 acres CURRENT ZONING: PD-95-SF-9 (Planned Development-95-Single Family-9) REQUEST: A zoning change to PD-95R-SF-9 (Planned Development-95 Revised- Single Family-9), to allow for a 767.5-square-foot garage expansion which encroaches into the required rear yard. APPLICANT: Mr. Jordon Musser 202 Southern Belle Drive Coppell, Texas 75019 (214) 995-5935 (No Fax number) Email: JordonMusser@gmail.com HISTORY: There has been no recent development activity or history on the subject parcel. Other than the original Shadow Ridge Estates subdivision which was developed in the mid 1980’s, no additional activity has taken place on this lot. TRANSPORTATION: Southern Belle Drive is a local, residential, concrete street with 27 feet of pavement width built within a 50-foot right-of-way. SURROUNDING LAND USE & ZONING: North: Single family detached residential homes; SF-12 ITEM #8 Page 2 of 3 South: Single family detached residential homes; PD-95-SF-9 East: Single-family detached residential homes; PD-115-SF-7 West: Single family detached residential homes; PD-95-SF-9 COMPREHENSIVE PLAN: The Comprehensive Plan of March 2011 shows the property as suitable for residential neighborhood uses. DISCUSSION: This is an application by a home owner requesting a change to his Planned Development zoning district by adding a 765 square foot garage addition—roughly 30 feet wide by 25 feet deep--to the rear of his existing house. A portion of that addition extends into a required yard setback, hence, the request to amend the PD. The required setback is 20 feet, and this expansion would extend a portion of the garage into the setback by 10 feet. In discussions with the applicant, we have been advised the existing garage space will continue to be used for auto storage, work on homeowner projects, etc. The new addition will be used for additional storage of the owners’ vehicles, and being 30 feet wide, could accommodate three cars. The new garage will be constructed of brick similar, if not identical, to the existing brick used on the residence. Also, the existing wood gables on the house will be matched on the garage addition, and height of the addition will be 16.5 feet, same height as the existing house. The corner of the addition requiring the PD amendment is 10 feet from an eight-foot high wooden screening fence, the fence is adjacent to an alley to which this home owner has no access, and the closest house across the property line is 35 feet away. We have received comments from adjacent homeowners expressing concern that this addition, if allowed, not turn into a garage offering repair of vehicles that are not the owners. Such an activity is illegal, of course, (running a business in a residential neighborhood). There has also been discussion concerning noise from this property, and again, we have noise standards that can address this concern. Staff has had discussion with the applicant who understands the addition is to be used for his personal use only. Assuming we receive no substantial neighborhood opposition to this proposal, staff is comfortable recommending approval of this request. To heighten comfort level in the neighborhood, we have specifically recommended a condition be included insuring no business activity occurs on the subject property. A note or condition to that effect needs to be added to the submitted Site Plan exhibit. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request subject to the following conditions: 1. Need a letter from Oncor allowing concrete paving over their easement. 2. A note being added to the SITE PLAN stating this addition is for the sole purpose of adding a garage structure in a residential neighborhood for occupant use only. ITEM #8 Page 3 of 3 ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Plan (2 sheets) 2. Letter from Atmos Energy allowing paving of easement 25.0 10.0 13.0 14.8 27.7 44.8 EXTENDED CONCRETE DRIVE 20' SETBACK SMALL TRIANGLE BEYOND 20FT SETBACK(76.8 SQ FT) FENCE TO SECURE BACK YARD REAR PROPERTY LINE SIDE PROPERTY LINE NOTES:1)ADDITION TO BE 30.7 FEET BY 25.0 FEET2)UNDER 24% COVERAGE AFTER RENOVATION3)GARAGE ADDITION IS FOR THE SOLE PURPOSE OF OCCUPANT USE ONLY x x x xLOCATION 25.500 FRONT FRONT ENTRY DOOR WOOD SHUTTERS 16.5 25.500 ADDITION VIEW B-B BRICK ADDITION VIEW A-A 30.700 A A B B SIDING REAR REAR ENTRY DOOR 16X7 GARAGE DOOR 9X7 GARAGE DOOR 6-12 ROOF NOTES:1) ADDITION TO BE 30.7 FEET BY 25.0 FEET ITEM # 9 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT PD-199R6-HC- Zimmer P&Z HEARING DATE: February 16, 2012 C.C. HEARING DATE: March 27, 2012 STAFF REP.: Marcie Diamond, Assistant Director of Planning LOCATION: SWC of S.H. 121 and MacArthur Blvd. SIZE OF AREA: 1.37 acres of property CURRENT ZONING: PD-199R5-HC-S-1211R2 (Planned Development-199-Highway Commercial Revision 5-Special Use Permit-1211 Revision 2) REQUEST: A zoning change to PD-199R6-HC-Zimmer (Planned Development-199- Highway Commercial Revision, to revise the Detail Plan to allow a sign with a logo which exceeds 20% of the area of the sign APPLICANT: Cary Moon Zimmer 3301 Matrix Drive, Suite 200 Richardson, Texas 75082 817-296-2895 FAX: 214-774-0511 Cary.moon@zimmer.com HISTORY: On November 14, 2006, Council approved a Site Plan on this tract to allow a 9,300-square-foot retail building replacing a previously approved gas station/convenience store. A Firestone auto repair garage was completed in April of 2007 on the adjacent land. The building on the subject property was completed in July of that year and has been vacant since then. On October 13, 2009, Council approved a PD Amendment and a replat which allowed Lot 4, Block A, to be subdivided into two lots to allow the existing buildings to be on individual lots to permit separate ownership. Since that time Zimmer has purchased this 9,300-square-foot ITEM # 9 Page 2 of 3 building, and is in the process of relocating its headquarters from Richardson to this property. TRANSPORTATION: State Highway 121 frontage road, directly to the north of this parcel, contains three lanes east bound in a variable width right-of-way. MacArthur Boulevard is a P6D Major thoroughfare built to standard with a six-lane divided street contained within a 120-foot right-of-way. SURROUNDING LAND USE AND ZONING: North-SH 121; City of Lewisville South-Bank of Texas; PD-199-R2-HC (Planned Development 199 Revision 2-Highway Commercial) East-office development; City of Lewisville West-Firestone; PD-199R4-HC (Planned Development 199 Revision 4- Highway Commercial) COMPREHENSIVE PLAN: The Comprehensive Plan of March 2011, shows the property as suitable for Freeway Special District uses. DISCUSSION: As discussed in the History Section, this building has been vacant since it was constructed almost five years ago. Zimmer, a medical supply company, has purchased this entire building and is in the process of relocating its headquarters from the City of Richardson. Zimmer will occupy 4,584 square feet, approximately one-half of the building, the remainder of the building will be potential retail lease space. Zimmer has 62.6 linear feet of frontage, allowing for a 62.6 square foot sign. Based on the current Sign Ordinance, this would allow 50.1 square feet of individually mounted letters (black or white) and a 12.5 square foot blue logo. This request is for a 29.3 square foot sign, with a 20- square-foot logo, which is 69 percent of the sign. All other occupants in this retail center (Firestone and Bank of Texas) complied with the sign ordinance, the signs being either black or white, and their logo does not exceed the 20%. In the Vista Point office/tech park to the west, which was a part of the original Planned Development, all the signs are black, have individually mounted letters, with various logos. While we welcome Zimmer to this community, there is no justification to vary the Sign Ordinance, especially considering its visibility, being located at the intersection of SH 121 and MacArthur Boulevard. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending DENIAL of this request. ITEM # 9 Page 3 of 3 ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Location Map 2. Zimmer Company Information 3. Floor Plan 4. Sign Elevation PD-199R6-HC- Zimmer679 E. Highway 121, Suite #130 Request: Detail Plan allow a sign with a logo which exceeds 20% of the area of the sign for Zimmer, Suite 130.All other signs will comply with the City of Coppell Sign Ordinance, as amended. 62’ ITEM # 05 Page 1 of 3 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT CASE NO.: PD-250R-H, Darling Patio Homes Lots 1R-32R, Block F, Lots 2R-13R, Block G & Lot 2RX, Block G Old Town (Main Street) P&Z HEARING DATE: March 22, 2012 C.C. HEARING DATE: April 10, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: West of South Coppell Road & North of Burns Street SIZE OF AREA: 3.9 acres CURRENT ZONING: PD-250-H (Planned Development-250-Historic) REQUEST: A zoning change to PD-250R-H (Planned Development-250 Revised-Historic) to establish a Detail Site Plan for Lots 1R-32R, Block F, Lots 2R- 13R, Block G and Lot 2RX, Block G, to allow 44 patio-home lots and one common area. APPLICANT: Owner Applicant City of Coppell Main St. Coppell, Ltd. Mindi Hurley Greg Yancey City Representative Box 1790 255 Parkway Blvd. Coppell, TX. 75019 Coppell, TX. 75019 Phone: (214) 215-9400 Email: mhurley@coppelltx.gov Fax: (214) 276-1709 Email: gregyancey@verizon.net Engineer Glenn Engineering Mike Glenn, P.E. 105 Decker Ct., Suite 910 Irving, TX. 75062 Phone: (972) 717-5151 Fax: (972) 717-2126 Email: cmglenn@glennengineering.com HISTORY: This request is part of a 23-acre area commonly referred to as the “Carter/Crawley” parcel. For several years a part of this land was used as practice fields for youth soccer and baseball. In addition, a small parcel included a former gas station used as a vehicle inspection station. The City purchased Carter/Crawley in 2003 along with the station, removed it and other buildings, ITEM # 05 Page 2 of 3 and created a large development site over the next few years. After City purchase, the soccer and baseball associations moved their practice fields to other land in Coppell, and the land remained vacant for some time. Approximately two years ago, the City was approached by a developer interested in creating a mixed use concept plan to include office, housing, restaurant, and retail use. The City was interested in the development proposal and over the intervening time frame, staff has worked with this developer, briefed Council on progress, and entered into engineering contracts to provide infrastructure, parking, and street layouts that are just now being completed in anticipation of development of the residential component of the Concept Plan. The Concept Plan was approved by Council in April of 2011. This 3.9-acre request complies with the Plan and is requesting approval of 44 patio-home lots and one common area. TRANSPORTATION: Bethel Road is currently a two-lane asphalt road contained within a variable width right-of-way. It is under construction to be a 28-foot wide concrete road, with intermittently spaced angled parking. Coppell Road, south of Bethel Road, that some of the proposed housing will front upon, is a two-lane, improved, 36-foot wide concrete street with angled parking within a 90-foot right-of-way. SURROUNDING LAND USE & ZONING: North: roadway under construction; PD-250H (Historic) South: office/warehousing; LI (Light Industrial) East: vacant; PD-108R-8H (Historic) West: roadway and building sites under construction; PD-250H (Historic) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan shows the property as suitable for development in accordance with the Old Coppell Historic Special Area Plan. That Plan shows residential development on this 3.9 acre site as reflected by this proposal. DISCUSSION: We are hopeful the financial support the city has expended on alleys, infrastructure, streets and other expenditures on this property will result in some exciting development options. The conceptual development approved by Council in April, 2011, lays out a land use pattern that encourages a mixed-use product type including office, retail, restaurant, commercial and residential use. The Plan also includes relocation of our Farmer’s Market to a site on this property just west of a portion of the proposed housing development. This detailed development plan for the residential component of Carter/Crawley envisions a single family, detached housing type and requests a series of 44 patio homes that reflects an image of Old Coppell envisioned by the Plan. Narrow lots, rear entry garages, minimal setbacks, front porches, a mixture of building materials, all serve to create a special image for this portion of Old Coppell. Specifically, as requested by this developer, lot sizes are basically 30 feet in width by 100 to 110 feet in depth. Most residences are proposed to be 2 story units with 2 car rear-entry garages, and approach 40% lot coverage. Darling Homes has contracted to build these residences, and exhibits submitted with the application ITEM # 05 Page 3 of 3 show a variety of elevations, giving the development a rather unique appearance and feel, reflective of the image envisioned for Old Coppell. The lot plans also show a landscape package that will be provided to each residential property. In addition, all privacy fencing will be decorative metal creating an openness to the overall development, very important with the minimal yards in this project. All- in-all, this proposal meets the objectives of the Old Coppell Plan, and we can support this application. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request subject to: 1. Specify what type of ligustrum will be planted around ac units (Sheet L-1) 2. Submit side elevations of residences on corner lots and one typical interior building side elevation. 3. Submit the proposed color palette. 4. Include an additional sheet with typical floor plans ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request 3. Recommend modification of the request 4. Take under advisement for reconsideration at a later date ATTACHMENTS: 1. Site Layout (Sheets C1-4) 2. Landscape Plan Lot G (Sheet LP-1) 3. Darling Homes Landscape Plan (Sheet L-1) 4. Darling Homes Typical Lot Layout ( 7Sheets) 5. Darling Homes Front Elevations (1 Sheet) EAST MAIN STREETHOUSTON STREETS. COPPELL ROADLot 1Lot 2Lot 3Lot 4Lot 5Lot 6Lot 7Lot 8Lot 9Lot 10Lot 11Lot 12Lot 13Lot 14Lot 15Lot 16T C 5 1 7 . 6 0 T C 5 1 7 . 5 5 T C 5 1 7 . 0 9Lot 32Lot 31Lot 30Lot 29Lot 28Lot 27Lot 26Lot 25Lot 24Lot 23Lot 22Lot 21Lot 20Lot 19Lot 18Lot 17106.68'106.67'106.65'106.63'106.61' 106.60' 106.58' 106.56' 106.54' 106.52' 106.51' 106.49' 106.47' 106.45' 106.44'521.00'497.38'497.38'(ƒ521.00'91.74'103.45'106.70'26.52' 221.42' 26.52'103.16'24.55'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'24.33'36.42'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'36.08'24.53'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'24.35'36.29'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'36.21'1ƒ :1ƒ :1ƒ :6ƒ (6ƒ :6ƒ : 1ƒ ( 91.74' 6ƒ : 6ƒ :95.00'95.00'95.00'95.00'95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 6ƒ : 95.00' 95.00'5' Building Line10' Building Line10' Building Line10' Building Line16' Building Line10' Building Line10' Building Line 10' Building Line 3' Private Drainage & Use Esmt.20' ALLEY R.O.W.6ƒ :12.25'1ƒ :12.25'1ƒ :12.25'6ƒ :12.25'B l o c k F B l o c k F 5' Utility Easement5' Utility Easement9.5'10' Typ.Existing Walk9.5' Sidewalk4' Sidewalk4' SidewalkProposedProposedProposed5' SidewalkExistingBy CityLight Pole Location to be moved 20' ROW15'ALLEYPVMT.3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. OLD TOWN ADDITION COPPELL, TEXAS MAIN STREET COPPELLBLOCK F SITE LAYOUTC146' Sideyard1' SideyardSideyard Legend4' Sideyard4' SidewalkProposed4' SidewalkProposedTRAVIS STREET 1ƒ (425.46'1ƒ :125.00'6ƒ :367.32'6ƒ :32.45'6ƒ (145.98''HOWD ƒ  Radius = 25.00' Length = 36.34'1ƒ :96.00'96.00' 96.00' 96.00' 96.00' 96.00' 96.00' 96.00' 96.00' 96.00' 1ƒ :96.00' 1ƒ :88.98'1ƒ (385.76'29.95'37.08'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'32.92'55.51'Lot 2RLot 3RLot 4RLot 5RLot 6RLot 7RLot 8RLot 9RLot 10RLot 11RLot 12RLot 13R5' Utility Easement10' Drainage Easement 20' Building Line 6' Building Line3' Private Drainage & Use Esmt.10' Building Line10' Building Line 6ƒ : 1ƒ :30.00'30.00'30.00'30.00'30.00'30.00'30.00'32.92'55.51'27.33'30.00'30.00'1ƒ :12.01'Bl o c k G 18.00'Common Area Lot 2RX10.00'7.00'106.00'357.81'Existing SidewalkALLEY PVMT. 20.00' ROW 6ƒ (9.35'C1C23' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 10.00' 1.00' 9.00' OLD TOWN ADDITION COPPELL, TEXAS MAIN STREET COPPELLBLOCK G SITE LAYOUTC24 TRAVIS STREET4' Sideyard1' SideyardSideyard Legend'HOWD ƒ  Radius = 21.00' Length = 15.58' Chord = 15.22'&K%UJ 6ƒ ('HOWD ƒ  Radius = 19.00' Length = 20.97' Chord = 19.92'&K%UJ 6ƒ (CURVE C1CURVE C2 5.0' B.L.10.0' B.L.10.0' B.L. 5.0' U.E.1.0' B.L.S01°47'53"E 36.29'N88°12'07"E 91.74'N01°47'53"W 24.53' N13°37 ' 4 0 " E 12.25'S88°10'12"W 95.00'FG 517.27 FG 516.58 FG 517.49 FG 518.35 FG 517.55 LOT2 wcsc FG 518.00 MIN F.F. ELEV. = 519.25 2 CAR GARAGE R-1035-D PAD ELEV. = 518.25 DARLING HOMES 24.96 79.92EAST MAIN STREET TRAVIS STREET15' ALLEY 1.00 1.33 5.0014.96 10.42 5.0179.926.8179.9210.0816.25C A C A G E 2.00 NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 3430 Sq.Ft. Old Town Addition 1 F 722 East Main St Coppell, TX 170-F00101 3/9/2012 R-1035-D 1.3/9/2012 2. 3.Old Town Addition FINAL,, R-1035-D COMMUNITY MAP N.T.S. 6.0' B.L.4.0' B.L.3.0' D.E.10.0' B.L. 5.0' U.E.1.0' B.L.S88°12'07"W 30.00'S01°49'48"E 96.00'N88°12'07"E 30.00'N01°49'48"W 96.00'FG 517.72 FG 517.62 FG 517.38FG 517.34 FG 517.44 FG 517.48 FG 518.28 FG 518.24 LOT1LOT3 wcsc TRAVIS STREET 20' ALLEY MIN F.F. ELEV. = 519.40 2 CAR GARAGE R-1035-D PAD ELEV. = 518.40 DARLING HOMES 24.96 79.9216.25 1.33 1.00 6.008.67 6.024.09 79.9210.0779.9210.08G E C A C A NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 2880 Sq.Ft. Old Town Addition 3R G 469 Travis St Coppell, TX 170-G03R01 3/9/2012 R-1035-D 1.3/9/2012 2. 3.Old Town Addition FINAL,, R-1035-D COMMUNITY MAP N.T.S. 6.0' B.L.10.0' B.L.5.0' U.E.10.0' B.L. 5.0' U.E.1.0' B.L.S88°12'07"W 37.08'S01°49'48"E 89.00'N88°12'07"E 27.33' S5 6 ° 0 7 ' 5 6 " E 12 . 0 1 'N01°49'48"W 96.00'FG 517.62 FG 517.38 FG 517.48 FG 517.48 LOT2 wc sc TRAVIS STREET 20' ALLEY20' ALLEY MIN F.F. ELEV. = 519.40 2 CAR GARAGE R-1030-F PAD ELEV. = 518.40 DARLING HOMES 24.9279.9216.251.00 6.87 6.0012.17 7.3581.6579.9210.09GE C A C A 2.00 NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 3526 Sq.Ft. Old Town Addition 2R G 473 Travis St Coppell, TX 170-G02R01 3/9/2012 R-1030-F 1.3/9/2012 2. 3.Old Town Addition FINAL,, R-1030-F COMMUNITY MAP N.T.S. TRAVIS STREET 6.0' B.L.1.0' B.L.10.0' B.L. 5.0' U.E.20.0' B.L.10.0' D.E.S88°12'07"W 55.51'S01°49'48"E 96.00'N88°12'07"E 55.51'N01°49'48"W 96.00'EX 515.30 FG 516.10 FG 516.00 EX 515.70 FG 516.10 FG 516.90 LOT 12R LOT 1X MIN F.F. ELEV. = 518.10 2 CAR GARAGE L-1025-E PAD ELEV. = 517.10 DARLING HOMES 24.92 79.4630.05'5.98'6.92'6.01'1.00'10.53'29.59'10.56'79.4679.466.0016.25 C A C A GE SOUTH COPPELL ROAD4.00 4.00 METAL FENCE NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 5329 Sq.Ft. Old Town Addition 13R G 429 Travis St Coppell, TX 170-G013R1 3/9/2012 L-1025-E 1.3/9/2012 2. 3.Coppell Main Street FINAL,, L-1025-E COMMUNITY MAP N.T.S. TRAVIS STREET16.0' B.L.1.0' B.L.10.0' B.L. 5.0' U.E.10.0' B.L.N01°49'48"W 36.42'S88°10'12"W 106.68'S17°13'2 7 " E 12.25'S01°47'53"E 24.55'N88°12'07"E 103.45'FG 514.92 FG 514.92 FG 517.49 FG 517.59 FG 516.79 LOT 31 scwc SOUTH COPPELL ROAD 15' ALLEY MIN F.F. ELEV. = 518.95 2 CAR GARAGE L-MS01-E PAD ELEV. = 517.95 DARLING HOMES 24.9279.4610.95'16.01'6.92'16.00'1.00'11.22'10.45'7.98'C A C A 16.25 79.4679.46TD = 2'VARIESVARIES(5) 6" RISERS (4) 12" TREADS 2.00 NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 3863 Sq.Ft. Old Town Addition 32 F 781 S. Coppell Rd Coppell, TX 170-F03201 3/9/2012 L-MS01-E 1.3/9/2012 2. 3.Old Town Addition FINAL,, L-MS01-E COMMUNITY MAP N.T.S. 16.0' B.L.1.0' B.L.10.0' B.L. 5.0' U.E.4.0' B.L.3.0' D.E.N01°49'48"W 31.50'S88°10'12"W 106.67'S01°47'53"E 31.50'N88°10'12"E 106.68'FG 514.92 FG 514.91 FG 517.16FG 517.49 FG 517.59 FG 517.26 FG 516.79 FG 516.46 LOT 32 LOT 30 wc sc SOUTH COPPELL ROAD 15' ALLEY MIN F.F. ELEV. = 518.65 2 CAR GARAGE L-1030-F PAD ELEV. = 517.65 DARLING HOMES 24.9279.9216.25 15.71 5.58 1.00 2.00 17.3316.0079.9210.7778.5810.75C A C A GE NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 3360 Sq.Ft. Old Town Addition 31 F 777 S. Coppell Rd Coppell, TX 170-F03101 3/9/2012 L-1030-F 1.3/9/2012 2. 3.Old Town Addition FINAL,, L-1030-F COMMUNITY MAP N.T.S. 5.0' B.L.4.0' B.L.3.0' D.E.10.0' B.L. 5.0' U.E.1.0' B.L.S01°47'53"E 31.50'N88°10'12"E 95.00'N01°47'53"W 31.50'S88°10'12"W 95.00'FG 517.11 FG 517.27 FG 517.49FG 517.16 FG 517.20 FG 517.55 FG 518.00 FG 518.36 LOT3 LOT1 wcsc EAST MAIN STREET 15' ALLEY MIN F.F. ELEV. = 519.10 2 CAR GARAGE L-1040-D PAD ELEV. = 518.10 DARLING HOMES 4.62'5.00'6.87' 8.58'10.07'1.00'10.09'79.9279.9224.92 79.92G E C A C A 16.33 NOTE: -SEE LOT GRADING PLAN FOR MINIMUM SLAB ELEVATION REQUIREMENTS. -FIELD LOCATE FENCE. FENCE LINE SHOWN INDICATES LIMIT OF ENCLOSED YARD. DO NOT DOUBLE FENCE. DO NOT OBSTRUCT SURFACE DRAINAGE WITHIN SD & UE's. JOB NO.: city plan address blklot marketed as date REV.DATE DESCRIPTION subdivision Note: This plot plan is for permitting purposes only. The location of the house is subject to change per lot conditions. Refer to the form board survey for actual slab location. LEGEND: WC - WATER CONNECTION SC - SEWER CONNECTION - ELECTRIC CONNECTION G - GAS CONNECTION - AIR CONDITIONING UNIT - FIRE HYDRANT - STORM INLET - ZERO LOT LINE DG - DROP GARAGE W/ DISTANCE C A TD - BRICK LEDGE TURNDOWN W/ DISTANCE - STREET LIGHT Denton County Lot Area: 2993 Sq.Ft. Old Town Addition 2 F 726 East Main St Coppell, TX 170-F00201 3/9/2012 R-1040-C 1.3/9/2012 2. 3.Old Town Addition FINAL,, R-1040-C COMMUNITY MAP N.T.S. 1015 -D 1015 -E 1015 -F 1020 -D 1020 -E 1020 -F 1025 -D 1025 -E 1025 -F 1030 -D 1030 -E 1030 -F 1035 -D 1035 -E 1035 -F 1040 -D 1040 -E 1040 -F ITEM # 06 Page 1 of 2 CITY OF COPPELL PLANNING DEPARTMENT STAFF REPORT Old Town (Main Street) Addition Lots 1R-32R, Block F, Lots 2R-13R, Block G & Lot 2RX, Block G Replat P&Z HEARING DATE: March 22, 2012 C.C. HEARING DATE: April 10, 2012 STAFF REP.: Gary L. Sieb, Director of Planning LOCATION: West of South Coppell Road & North of Burns Street SIZE OF AREA: 3.9 acres CURRENT ZONING: PD-250-H (Planned Development-250-Historic) REQUEST: A replat of Lot 1, Block F into 32 residential lots, and Lot 2, Block G into 12 residential lots and one common area lot. APPLICANT: Owner Applicant City of Coppell Main St. Coppell, Ltd. Mindi Hurley Greg Yancey City Representative Box 1790 255 Parkway Blvd. Coppell, TX. 75019 Coppell, TX. 75019 Phone: (214) 215-9400 Email: mhurley@coppelltx.gov Fax: (214) 276-1709 Email: gregyancey@verizon.net Engineer Glenn Engineering Mike Glenn, P.E. 105 Decker Ct., Suite 910 Irving, TX. 75062 Phone: (972) 717-5151 Fax: (972) 717-2176 Email: cmglenn@glennengineering.com HISTORY: As stated in the HISTORY section of the zoning request, this application is part of a 23-acre area commonly referred to as the “Carter/Crawley” parcel. The property was approved as a Final Plat in February, 2011. At that time, nine lots were platted as development sites, as well as the major street rights-of-way. This replat focuses on Lot 1 of Block F by proposing 32 patio-home lots, with alley entrance, and on Lot 2 of Block G where the applicant is proposing 12 lots and a common area, again with alley served patio home development. ITEM # 06 Page 2 of 2 TRANSPORTATION: Bethel Road is currently a two-lane asphalt road contained within a variable width right-of-way. It is under construction to be a 28-foot wide concrete road, with intermittently spaced angled parking. Coppell Road, south of Bethel that 16 units of the proposed housing will front upon is a two-lane, improved, 36-foot wide concrete street with angled parking contained within a 90-foot right-of-way. SURROUNDING LAND USE & ZONING: North: roadway under construction; PD-250H (Historic) South: office/warehousing; LI (Light Industrial) East: vacant; PD-108R-8H (Historic) West: roadway and building sites under construction; PD-250H (Historic) COMPREHENSIVE PLAN: Coppell 2030, A Comprehensive Master Plan, approved by Council in March 2011, shows the property as suitable for development in accordance with the Old Coppell Historic Special Area Plan. That Plan shows residential development on this 3.9-acre site as reflected by this proposal. DISCUSSION: Because this plat follows the development pattern suggested by the Planned Development request considered with the PD Detailed Site Plan, there are not a lot of review comments to be made here. Basically, the applicant is asking for approval of 44 single-family lots with minimum lot widths of 30 feet and minimum depths of 95 feet. Each unit has a minimum front building line of five feet and a rear minimum of ten feet. Alley widths are 20 feet with 15 feet being paved on the east/west facing units and 18.5 feet for the north facing units. That’s a lot of alley paving, but engineers feel these widths are necessary for drainage conveyance. There are also three foot drainage easements between each dwelling and additional setback minimums on corner lots. Because we supported the development plan for the zoning change, and this plat follows the same pattern, we can support this request. RECOMMENDATION TO THE PLANNING AND ZONING COMMISSION: Staff is recommending APPROVAL of this request with conditions. 1. Retitle Plat to read: “Replat Lots 1R-32R, Block F, Lots 2R-13R, Block G and Lot 2RX, Block G Old Town Addition (being a replat of Lot 1, Block F and Lot 2, Block G)” 2. Additional comments maybe be added during detailed Engineering review ALTERNATIVES: 1. Recommend approval of the request 2. Recommend disapproval of the request ATTACHMENTS: 1. Replat document EAST MAIN STREETTRAVIS STREET HOUSTON STREETS. COPPELL ROADF 1GRASSPAVERSGRASSPAVERSLot 1RLot 2RLot 3RLot 4RLot 5RLot 6RLot 7RLot 8RLot 9RLot 10RLot 11RLot 12RLot 13RLot 14RLot 15RLot 16RLot 32RLot 31RLot 30RLot 29RLot 28RLot 27RLot 26RLot 25RLot 24RLot 23RLot 22RLot 21RLot 20RLot 19RLot 18RLot 17R106.68'106.67' 106.65' 106.63' 106.61' 106.60' 106.58' 106.56' 106.54' 106.52' 106.51' 106.49' 106.47' 106.45' 106.44'521.00'497.38'497.38'521.00'91.74'103.44'221.70'26.52' 221.42' 26.52'103.16'24.55'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'24.33'36.42'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'36.08'24.53'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'24.35'36.29'31.50'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'32.00'33.00'36.21'1ƒ :6ƒ (1ƒ :6ƒ (6ƒ :6ƒ : 1ƒ ( 91.74' 6ƒ : 6ƒ :95.00'95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 95.00' 6ƒ : 95.00' 95.00'1ƒ (425.46'1ƒ :125.00'6ƒ :367.32'6ƒ :32.45'6ƒ (145.98'1ƒ :96.00'96.00'96.00'96.00'96.00'96.00'96.00'96.00'96.00'96.00'1ƒ :96.00'1ƒ :88.98'6ƒ :385.76'29.95'37.08'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'30.00'32.92'55.51'Lot 2RLot 3RLot 4RLot 5RLot 6RLot 7RLot 8RLot 9RLot 10RLot 11RLot 12RLot 13R5' Utility Easement5' Building Line10' Building Line 10' Building Line10' Building Line16' Building Line10' Building Line10' Building Line 10' Building Line 3' Private Drainage & Use Esmt.10' Drainage Easement20' Building Line6' Building Line3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.3' Drainage Esmt.10' Building Line10' Building Line20.00'Common Area Lot 2RX20' ALLEY R.O.W.6ƒ :12.25'1ƒ :12.25'6ƒ (30.00'30.00'30.00'30.00'30.00'30.00'30.00'32.92'55.51'27.33'30.00'30.00'1ƒ :12.01'Block GB l o c k F B l o c k F 5' Utility Easement5' Utility Easement81' R.O.W.78' R.O.W.63' R.O.W.90' R.O.W.40.5'22.5'39'39'12.25'1ƒ (12.25'POINT OF BEGINNINGBLOCK GPOINT OF BEGINNINGBLOCK F5' UTILITY ESMT.20' ALLEY R.O.W.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.1/2" I.R.S.Block GLot 1Old Town AdditionCC# 201100074924, P.R.D.C.T.10.00'7.00'106.00'357.81'10' Drainage Easement40.50'40.50'Block E20'ROW29.00'ROW6ƒ (9.35'C1C2C33' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt.3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt. 3' Private Drainage & Use Esmt.9.00'1ƒ (215.00'6ƒ (140.00'6ƒ :215.00'1ƒ :140.00'107.50'107.50'107.50'107.50'POINT OF BEGINNINGBLOCK ELot 1A0.346 Acres15.050 s.f.POINT OF BEGINNINGBLOCK CPOINT OF BEGINNINGBLOCK A5' UTILITY ESMT.26.93'COPPELLCOOPERANDERSON COZBYBROOKSDILLARDLOCHHAMMOND BURNSCOPPELL ROAD SOUTHSOUTHWESTERN HARRIS HOWELL BULLOCK DENTON TAPCOPPELL SITE6' Sideyard1' SideyardSideyard LegendREPLATLOTS 1R-32R, BLOCK FLOTS 2R-13R, BLOCK G &LOT 2RX, BLOCK GOLD TOWN ADDITIONBEING A REPLAT OFLOT 1, BLOCK F ANDLOT 2, BLOCK GOLD TOWN ADDITIONSITUATED INJAMES A. SIMMONS SURVEY ABSTRACT NO. 1296CITY OF COPPELL, DALLAS COUNTY, TEXAS63'40.522.5'4' Sideyard1' SideyardSideyard LegendSheet 1 of 2NOTES:1. All iron rods set (IRS) are capped in yellow and marked "RPLS 3047"%DVLVRI%HDULQJLVWKHPRVWZHVWHUO\OLQHRI/RW%ORFN*EHDULQJ6ƒ :VICINITY PLANN.T.S.SURVEYOR:(817) 354-1445EULESS, TEXAS 76048400 SOUTH INDUSTRIAL BLVD.SURVEY GROUP, LLC(817) 354-1451 FAXCONTACT: RODNEY MARTINEZENGINEER:(972) 717-5151IRVING, TEXAS 75062105 DECKER COURT, SUITE 910GLENN ENGINEERING CORP.(972) 717-2176 FAXCONTACT: MIKE GLENN, P.E.OWNER:COPPELL, TEXAS 75019P.O. BOX 9478255 PARKWAY BLVD.CITY OF COPPELLTBPE FIRM NO. F-303SUITE 219TBPS NO. 101733-004' SideyardRev. 3-26-12'HOWD ƒ  Radius = 19.00' Length = 20.97' Chord = 19.92'&K%UJ 6ƒ ('HOWD ƒ  Radius = 21.00' Length = 15.58' Chord = 15.22'&K%UJ 6ƒ (CURVE C1CURVE C2CURVE C3NOTICE: The property described in this plat is located within close proximity to theflight approach and departure paths of Dallas-Fort Worth International Airport and maybe subject to increased noise levels resulting from aircraft operations occurring aboveor in close proximity to the property.C:\Users\Public\Projects\Bobby\Coppell\Freese\Olt Town TH Replat.dwg, 3/29/2012 8:18:01 PM, DWG To PDF.pc3, 1:1 FLOOD STATEMENTBy graphic plotting only, the property described hereon liesin Zone "X", areas determined to be outside the 500-yearflood plain, as shown on documents issued by the FederalEmergency Management Agency, entitled "Flood InsuranceRate Map, Dallas County, Texas and Incorporated Areas,Map Number 48113C0135J, dated August 23, 2001".SURVEYOR'S CERTIFICATE67$7(2)7(;$6†&2817<2)'$//$6†KNOW ALL MEN BY THESE PRESENTS: That I, William P. Price, Registered Professional Land Surveyorof the State of Texas, do hereby certify that I prepared this plat from an actual and accurate survey of theland: that the corner monuments shown were properly placed under my personal supervision in accordancethe the platting rules and regulations of the City of Coppell, Texas. - Release for Review Only________________________________________________William P. PriceRegistered Professional Land Surveyor No. 304767$7(2)7(;$6†&2817<2)'$//$6†BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personallyappeared William P. Price, known to me to be the person whose name is subscribed to the foregoinginstrument and acknowledged to me that he executed the same for the purposes and consideration therein.GIVEN UNDER MY HAND AND SEAL OF THE OFFICE, this _______ day of ___________________, 2012.________________________________________________Notary Public, State of TexasAPPROVALThe undersigned, the City Secretary of the City of Coppell, Texas,hereby certifies that the foregoing replat of LOT 1, BLOCK F ANDLOT 2, BLOCK G, OLD TOWN ADDITION, an addition to the City ofCoppell, was submitted to the City Council on the _______ day of______________, 2012, and the Council, by formal action, then andthere accepted the dedication of streets, alleys, parks, easements,public places and water and sewer lines, as shown and set forth inand upon said plat, and said Council further authorized the Mayor tonote the acceptance thereof by signing his name above described.WITNESS MY HAND, this ______ day of ____________, 2012.________________________________ ____________City Secretary, City of Coppell, Texas DateRecommended for Approval:____________________________________ _____________Chairman, Planning and Zoning Commission DateApproved and Accepted:____________________________________ ____________Mayor, City of Coppell, Texas DateFloodplain Development Permit Application No. N/A has been filesthe the City of Coppell floodplain administrator on the _____ day of______________, 2012.____________________________________ _____________Floodplain Administrator DateUTILITY APPROVALApproved and accepted by________________________________ ____________Atmos Energy Date________________________________ ____________Oncor Electric Delivery Company Date________________________________ ____________Verizon Date________________________________ ____________Time Warner Cable DateOWNER'S CERTIFICATE67$7(2)7(;$6†&2817<2)'$//$6†WHEREAS, THE CITY OF COPPELL, acting by and through the undersigned their duly authorized representative, isthe owner of two tracts of land out of the JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296, Dallas County, Texas,according to the deeds recorded in County Clerk's File No. 20070000802, No. 200900282446 and Volume 2003094,Page 797, of the Deed Records of Dallas County, Texas and being more particulary described as follows:LEGAL DESCRIPTION - LOT 1, BLOCK FBEING A 2.642 Acre tract of land and being all of LOT 1, BLOCK F, according to the plat OLD TOWN ADDITION, asrecorded in County Clerk's File No. 201100074924, Dallas County, Texas and being more particulary described asfollows:BEGINNING at a 1/2-inch iron rod set for corner at the most southeasterly corner of Lot 1, Block F, said point alsobeing the northwest corner of the intersection of Coppell Road South ( A variable width right-of-way ) and Travis Street( A variable width right-of-way );THENCE South 88 deg. 12 min. 27 sec. West along the northerly right-of-way line of said Travis Street a distance of221.70 to a 1/2-inch iron rod set for corner, siad corner also being the southwest corner of said Travis Street and theeasterly right-of-way of East Main Street ( A 78 foot right-of-way );THENCE North 01 deg. 47 min. 53 sec. West along the easterly right-of-way of said East Main Street a distance of521.00 feet to a 1/2-inch iron rod set for corner, said corner also being the intersection of said East Main Street and thesouth line of Houston Street ( A variable width right-of-way );THENCE North 88 deg. 12 min. 07 sec. East along the southerly line of said Houston Street a distance of 221.42 feetto a 1/2-inch iron rod set for corner, said corner also being the intersection of said Houston Street with the westerlyright-of-way line of said Coppell Road South;THENCE South 01 deg. 49 min. 48 sec. East along the westerly line of said Coppell Road South a distance of 521.00feet to the POINT OF BEGINNING;Containing a computed area of 115,064 square feet or 2.642 acres or land, more or less.LEGAL DESCRIPTION - LOT 2, BLOCK GBEING A 1.246 Acre tract of land and being all of LOT 2, BLOCK G, according to the plat OLD TOWN ADDITION, asrecorded in County Clerk's File No. 201100074924, Dallas County, Texas and being more particulary described asfollows:BEGINNING at a 1/2-inch iron rod set for corner at the most northeasterly corner of Lot 2, Block G, said point alsobeing the southwest corner of the intersection of Coppell Road South ( A variable width right-of-way ) and Travis Street( A variable width right-of-way );THENCE South 01 deg. 49 min. 48 sec. East along the westerly right-of-way line of said Coppell Road South, adistance of 145.98 feet to a 1/2-inch iron rod set for corner, said corner also being the southeast corner of said Lot 2,Block G;THENCE South 88 deg. 12 min. 07 sec. West departing the westerly right-of-way line of said Coppell Road South adistance of 32.45 feet to a 1/2-inch iron rod set for corner at the beginning of a curve to the right having a central angleof 83 deg. 17 min. 32 sec., a radius of 25.00 feet, a chord distance of 33.23 feet and a chord bearing of North 52 deg.39 min. 04 sec. West;THENCE along said curve to the right an arc length of 36.34 feet to a 1/2-inch iron rod set for corner;THENCE South 88 deg. 12 min. 07 sec. West a distance of 367.32 feet to a 1/2-inch iron rod set for corner;THENCE North 01 deg. 47 min. 53 sec. East a distance of 125.00 feet to a 1/2-inch iron rod set for corner, said corneralso being on the southerly right-of-way line of said Travis Street;THENCE North 88 deg. 12 min. 07 sec. East along the southerly line of said Travis Street a distance of 425.46 feet tothe POINT OF BEGINNING;Containing a computed area of 54,281 square feet or 1.246 acres or land, more or less.OWNER'S DEDICATION67$7(2)7(;$6†&2817<2)'$//$6†NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:That, the City of Coppell does hereby adopt this plat designating the herein described property as REPLAT, LOT 1,BLOCK F AND LOT 2, BLOCK G, OLD TOWN ADDITION, an addition to the City of Coppell , Dallas County, Texasand do hereby dedicate to the public use forever, the streets, alleys and easements specified as dedicated to the publicshown thereon. The easements shown hereon are hereby reserved for the purpose as indicated.No buildings, fences, trees, shrubs or other improvements or growth shall be constructed or placed upon, over oracross the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use andaccomodation of all public utilities desiring to use or using same. All and any public utility shall the right to remove andkeep removed all or part of any building, fences, trees, shrubs or other improvements or growths while reconstructing,inspecting, patrolling, maintaining and adding to or removing from all parts of its respective system, within said "UtilityEasements", without the necessity at any time of procuring the permission of anyone.Notwithstanding the foregoing, the City of Coppell reserves for themselves, their successors and assigns the right touse the surface of all such easements for installing landscaping and irrigation systems, for parking of vehicles (exceptthat parking shall not be authorized in any designated fore lanes), for the passage of pedestrian and vehicular traffic,and to construct and maintain paving on the surface of such easements for the purpose of such reserved use.Witness my hand at Coppell, Texas this the _______ day of __________________, 2012.CITY OF COPPELL______________________________Douglas N. Stover, Mayor67$7(2)7(;$6†&2817<2)'$//$6†BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appearedDouglas N. Stover, known to me to be the person whose name is subscribed to the foregoing instrument andacknowledged to me that he executed the same for the purposes and consideration therein.GIVEN UNDER MY HAND AND SEAL OF THE OFFICE, this _______ day of ___________________, 2012.________________________________________________Notary Public, State of TexasREPLATLOT 1, BLOCK FLOT 2, BLOCK GOLD TOWN ADDITIONSITUATED INJAMES A. SIMMONS SURVEY ABSTRACT NO. 1296CITY OF COPPELL, DALLAS COUNTY, TEXASSheet 2 of 2SURVEYOR:(817) 354-1445EULESS, TEXAS 76048400 SOUTH INDUSTRIAL BLVD.SURVEY GROUP, LLC(817) 354-1451 FAXCONTACT: RODNEY MARTINEZENGINEER:(972) 717-5151IRVING, TEXAS 75062105 DECKER COURT, SUITE 910GLENN ENGINEERING CORP.(972) 717-2176 FAXCONTACT: MIKE GLENN, P.E.OWNER:COPPELL, TEXAS 75019P.O. BOX 9478255 PARKWAY BLVD.CITY OF COPPELLTBPE FIRM NO. F-303SUITE 219TBPS NO. 101733-00Rev. 3-12-12 MEMORANDUM TO: Mayor and City Council VIA: Kenneth M. Griffin, P.E., Director of Engineering and Public Works FROM: George S. Marshall, P.E., Civil Engineer DATE: April 10, 2012 REF: PUBLIC HEARING: Consider updates for Land Use Assumptions, Capital Improvements Plans and the imposition of Impact Fees for Water, Waste Water and Roadway, in accordance with Chapter 395 of the Local Government Code. The assessment of impact fees is governed by Chapter 395 of the Local Government Code (LGC). This Code requires cities imposing impact fees to review their plan every 5 years and either determine no change is needed, or perform an update to the Land Use Assumptions, Capital Improvements Plan and the imposition of impact fees. On April 26, 2011 the City of Coppell entered into a contract with Freese and Nichols, Inc. to perform an Impact Fee Study for revisions to the City’s current Capital Improvements Plan, and to make recommendations on the Impact Fees needed to implement the Capital Improvement Plan. This study was performed due to the recently updated ‘2030 Comprehensive Land Use Plan’. The impact fee process is as follows:  Develop updated Land Use Assumptions (LUA)  Perform capacity analysis to develop Capital Improvements Plan (CIP)  Conduct Impact Fee analysis and calculations  Present LUA, CIP, and Impact Fees to Capital Improvements Advisory Committee (CIAC)  Public Hearing at City Council meeting  City Council approval  Update Fee Ordinance The report generated by Freese and Nichols, Inc. looks at current and proposed Land Use Assumptions then analyzes the network and identifies potential deficiencies. The Water Impact Fee CIP identifies one water line deficiency: water line from the water tower on Southwestern Blvd. to the west and then south along Freeport to the intersection with Airline Drive. There were no deficiencies noted in the existing Wastewater system. The Roadway Impact Fee CIP identifies two roadway deficiencies: Sandy Lake Road from Denton Tap to N. Coppell Road and Freeport from Ruby Road to SH 121. On February 16, 2012, the Planning and Zoning Commission, acting as the Capital Improvements Advisory Committee (CIAC), met to review the information and recommended approval to City Council of the Roadway Capital Improvement Plan, the Land Use assumptions, and the Water and Waste Water Capital Improvement Plan. They also recommended that the Roadway Impact Fee remain at $150 per service unit and the Water and Wastewater Impact Fees remain at $900 per service unit. These recommended values are similar to the calculated maximum fees proposed in the study (Water - $995, Wastewater - $927, and Roadway - $210 per service unit). This item is to hold a public hearing on the subject matter. Staff will be present at the meeting to make a presentation and answer any questions. ITEM # ITEM DESCRIPTION MIN021612 Page 8 of 9 Work Session: Capital Improvements Advisory Committee (Open to the Public) 1. Call to order. Vice Chairman Frnka called the meeting to order. 2. Discussion concerning a recommendation to City Council on the Land Use Assumptions; Water and Waste Water Capital Improvement Plans; Roadway Capital Improvement Plan; the associated Impact Fee and the proposed Water and Waste Water Impact Fees. STAFF REP.: George Marshall Director of Planning, Gary Sieb introduced Civil Engineer, George Marshall from City of Coppell/Engineering Department. Mr. Marshall then made his presentation to the Commission with exhibits on Land Use Assumptions; Water and Waste Water Capital Improvement Plans; Roadway Capital Improvement Plan; the associated Impact Fee and the proposed Water and Waste Water Impact Fees. He addressed questions from staff and the Commission. Jessica Brown, Freese & Nichols, Inc., (Consultants), 4055 International Plaza, Suite 200, Fort Worth, Texas, addressed questions from the Commission. Regular Session: Capital Improvements Advisory Committee (Open to the Public) 3. Consider approval of making a recommendation to City Council concerning the Roadway Capital Improvement Plan and the associated Impact Fee. STAFF REP.: George Marshall After much discussion, Commissioner Sangerhausen made a motion to recommend approval to City Council concerning the Roadway Capital Improvement Plan and to maintain the Roadway Impact fees assessed at the currently collected $150 per service unit. Commissioner Kittrell seconded; motion carried (5-1), with Commissioners Goodale, Frnka, Sangerhausen, Duncan and Kittrell voting in favor. Commissioner Pritzlaff voted in opposition. 4. Consider approval of making a recommendation to City Council concerning Land Use Assumptions, Water and Waste Water Capital Improvement Plans and the proposed Water and Waste Water Impact Fees. STAFF REP.: George Marshall Ken Griffin, City of Coppell/Director of Engineering & Public Works, Coppell, Texas, addressed questions from the Commission’s concerns about General Bonds, Revenue Bonds usage for city projects, drought periods, LRT and city project construction costs. Commissioner Goodale made a motion to recommend approval to City Council concerning the Land Use Assumptions, Water and Waste Water Capital Improvement Plans and the proposed Water and Waste Water Impact Fees assessed at the currently collected $900 per service unit. Commissioner Sangerhausen seconded; motion carried (5-1), with Commissioners Goodale, Frnka, Sangerhausen, Duncan and Kittrell voting in favor. Commissioner Pritzlaff voted in opposition. ADJOURNMENT - Capital Improvements Advisory Committee Water, Wastewater and Roadway Impact Fee Report   February 2012  Prepared for: City of Coppell Prepared by: FREESE AND NICHOLS, INC. 4055 International Plaza, Suite 200 Fort Worth, Texas 76109 (817) 735‐7300 Water, Wastewater and Roadway Impact Fee Report  City of Coppell  i  TABLE OF CONTENTS  1.0 Background ............................................................................................................................. 1‐1  2.0 Land Use Assumptions ........................................................................................................ 2‐1  2.1 Service Area ................................................................................................................... 2‐1  2.2 Historical Population ..................................................................................................... 2‐3  2.3 Projected Population ..................................................................................................... 2‐3  2.4 Land Use ........................................................................................................................ 2‐4  3.0 Capital Improvements Plan ............................................................................................... 3‐1  3.1 Water and Wastewater Load Projections ..................................................................... 3‐1  3.2 Water and Wastewater System Improvements............................................................ 3‐3  4.0 Water and Wastewater Impact Fee Analysis ............................................................... 4‐1  4.1 Service Units .................................................................................................................. 4‐1  4.2 Maximum Impact Fee Calculations ............................................................................... 4‐3  5.0 Roadway Impact Fee Analysis .......................................................................................... 5‐1  5.1 Methodology ................................................................................................................. 5‐1  5.2 Roadway Impact Fee Service Area ................................................................................ 5‐2  5.3 Roadway Impact Fee Land Use Assumptions ................................................................ 5‐3  5.4 Establishment of the Roadway Capital Improvement Plan .......................................... 5‐3  5.5 Roadway Level of Service .............................................................................................. 5‐4  5.6 Roadway Impact Fee Service Units ............................................................................... 5‐5  5.7 Roadway Existing Conditions Analysis .......................................................................... 5‐6  5.8 Existing Conditions Analysis .......................................................................................... 5‐7  5.8.1 Existing Traffic Volumes ......................................................................................... 5‐7  5.8.2 Vehicle‐Miles of Existing Capacity (Supply) ........................................................... 5‐8  5.8.3 Vehicle‐Miles of Existing Demand ......................................................................... 5‐8  5.8.4 Vehicle‐Miles of Existing Excess Capacity or Deficiencies ..................................... 5‐9  5.9 Calculating Impact Fees ................................................................................................. 5‐9  5.9.1 Trip Generation .................................................................................................... 5‐10  5.9.2 Trip Length ........................................................................................................... 5‐11  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  ii  5.9.3 Projected Growth and Vehicle‐Miles of New Demand ........................................ 5‐12  5.9.4 Capital Improvements Plan (CIP) ......................................................................... 5‐12  5.9.5 Vehicle‐Miles of New Capacity Provided ............................................................. 5‐16  5.9.6 Vehicle‐Miles of Existing Demand on Impact Fee CIP Roadways ........................ 5‐16  5.9.7 Maximum Cost per Service Unit .......................................................................... 5‐16  5.9.8 Land Use / Vehicle‐Mile Equivalency Table ......................................................... 5‐17  5.10 Calculating Impact Fees ........................................................................................... 5‐19       Water, Wastewater and Roadway Impact Fee Report  City of Coppell  iii  LIST OF TABLES  Table 2‐1 Historical Population .............................................................................................. 2‐3  Table 2‐2 Water and Wastewater Population Projections .................................................... 2‐3  Table 2‐3 Non‐residential Acreage ........................................................................................ 2‐4  Table 3‐1 Water Design Criteria ............................................................................................. 3‐1  Table 3‐2 Wastewater Design Criteria ................................................................................... 3‐1  Table 3‐3 Projected Water Demands ..................................................................................... 3‐2  Table 3‐4 Projected Wastewater Flows ................................................................................. 3‐2  Table 3‐5 Water System Impact Fee Eligible Projects ........................................................... 3‐4  Table 3‐6 Wastewater System Impact Fee Eligible Projects .................................................. 3‐5  Table 4‐1 Service Unit Equivalencies ..................................................................................... 4‐2  Table 4‐2 Water and Wastewater Service Units .................................................................... 4‐2  Table 5‐1 Increase in Developed Acreages for Years 2011 to 2021 ...................................... 5‐3  Table 5‐2 Roadway Facility Vehicle‐Mile Capacities .............................................................. 5‐5  Table 5‐3 Existing Excess Capacity and Demand ................................................................... 5‐9  Table 5‐4 Existing Excess Capacity and Deficiencies .............................................................. 5‐9  Table 5‐5 Projected Vehicle‐Miles of New Demand ............................................................ 5‐12  Table 5‐6 Summary of Roadway Cost .................................................................................. 5‐14  Table 5‐7 Projected Vehicle‐Miles of New Capacity (Supply) .............................................. 5‐16  Table 5‐8 Vehicle‐Miles of Existing Demand on CIP Roadways ........................................... 5‐16  Table 5‐9 Cost Per Service Unit Calculation ......................................................................... 5‐17  Table 5‐10 Land‐Use Vehicle‐Mile Equivalency Table2 .......................................................... 5‐18    LIST OF FIGURES  Figure 2‐1 Service Area ........................................................................................................... 2‐2  Figure 2‐2 Existing Land Use ................................................................................................... 2‐5  Figure 2‐3 Existing Commercial Acres ..................................................................................... 2‐6  Figure 2‐4 Future Land Use ..................................................................................................... 2‐7  Figure 2‐5 Future Commercial Acres ....................................................................................... 2‐8  Figure 2‐6 Population and Non‐residential Acreage by Traffic Survey Zones ........................ 2‐9  Figure 3‐1 Water System Impact Fee Capital Improvements ................................................. 3‐6  Figure 3‐2 Wastewater System Impact Fee Capital Improvements ....................................... 3‐7  Figure 5‐1 Roadway Impact Fee CIP ...................................................................................... 5‐15    Water, Wastewater and Roadway Impact Fee Report  City of Coppell  iv  APPENDICES  Appendix A Water System Project Cost Estimates  Appendix B Impact Fee Comparisons  Appendix C Existing Roadway Inventory  Appendix D Existing Roadway Capacity, Demand, Excess Capacity and Deficiencies  Appendix E Projected Vehicle‐Miles of New Demand  Appendix F Engineer’s Opinion of Probable Construction Cost   Appendix G Roadway Improvements Plan Project CIP Service Units of Supply  Appendix H Land Use Vehicle‐Mile Equivalency Table Water, Wastewater and Roadway Impact Fee Report  City of Coppell  1‐1  1.0 BACKGROUND Chapter 395 of the Texas Local Government Code requires an impact fee analysis before impact  fees can be created and assessed.  Chapter 395 defines an impact fee as “a charge or  assessment imposed by a political subdivision against new development in order to generate  revenue for funding or recouping the costs of capital improvements or facility expansions  necessitated by and attributable to the new development.”  In September 2001, Senate Bill 243  amended Chapter 395 thus creating the current procedure for implementing impact fees.   Chapter 395 identifies the following items as impact fee eligible costs:   Construction contract price   Surveying and engineering fees   Land acquisition costs   Fees paid to the consultant preparing or updating the capital improvements plan  (CIP)   Projected interest charges and other finance costs for projects identified in the CIP  Chapter 395 also identifies items that impact fees cannot used to pay for, such as:   Construction, acquisition, or expansion of public facilities or assets other than those  identified on the capital improvements plan   Repair, operation, or maintenance of existing or new capital improvements    Upgrading, updating, expanding, or replacing existing capital improvements to  serve existing development in order to meet stricter safety, efficiency,  environmental, or regulatory standards   Upgrading, updating, expanding, or replacing existing capital improvements to  provide better service to existing development   Administrative and operating costs of the political subdivision  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  1‐2   Principal payments and interest or other finance charges on bonds or other  indebtedness, except as allowed above  In April 2011, the City of Coppell, Texas, authorized Freese and Nichols, Inc. (FNI) to perform an  impact fee analysis on the City’s water and wastewater systems.  The purpose of this report is  to address the methodology used in the development and calculation of water, wastewater and  roadway impact fees for the City of Coppell.  Chapter 395 requires that land use assumptions  and CIP be updated at least every five years or a notice of determination to not update land use  assumptions, CIP or impact fees must be issued.  The impact fees are being updated due to the  revised 2030 Comprehensive Land Use Plan.  The methodology used herein satisfies the  requirements of the Texas Local Government Code Section 395 for the establishment of water,  wastewater and roadway impact fees.  The following table provides a list of abbreviations used in this report.  Abbreviation Full Nomenclature AWWA American Water Works CIP Capital Improvements Plan FNI Freese and Nichols, Inc. NCTCOG North Central Texas Council of Government TSZ Traffic Survey Zone Water, Wastewater and Roadway Impact Fee Report  City of Coppell  2‐1  2.0 LAND USE ASSUMPTIONS Population and land use are important elements in the analysis of water and wastewater  systems. Water demands and wastewater flows depend on the residential population and  commercial development served by the systems and determines the sizing and location of  system infrastructure.  A thorough analysis of historical and projected populations, along with  land use, provides the basis for projecting future water demands and wastewater flows.  2.1 Service Area The service area for Coppell’s water and wastewater systems is defined as the city limits.   Figure 2‐1 illustrates the service area.     E I 6 3 5 W I 6 3 5 E Belt Line RdFreeport PkwyS Royal LnW Bethel Rd E Sandy Lake Rd S Belt Line RdE Parkway Blvd W Sandy Lake Rd N Mac A r t h u r B l v d E Bethel School RdN Denton Tap RdAirline Dr S Denton Tap RdS Moore RdSH 121 Dividend DrS Coppell RdW SH 1 2 1 Lodge RdS M a c A rthur B l vdDeforest Rd Creekview Dr Samuel BlvdWrangler DrN SH 121 HwyN Moo re RdMockingbird LnW P a r kway Blvd N Coppell RdRiverchase D r Ruby Rd N Heartz RdNorthpoint Dr S Heartz RdFritz Dr Falc o n L n Southwestern Blvd Hill DrStarleaf StPark Valley Dr Pinyon LnPhi l l ips D r P lan tation Dr Gate w a y Blv dPatriot D r A lle n R d Ledbetter RdPelican Ln Mallard Dr S County Line RdWood hurst DrE B e thel R d W aterview DrShadowcrest Ln Brooks Ln Meadowglen CirKaye St Burns St Canyon Dr M e a dowcreek Rd G r a ham DrSpyglass DrOak TrCov e DrGifford DrVillage P kwyBarcl a y AvBlue Jay Ln Minyard Dr L a ke V i s t a Dr Winding Hollow LnCrestview D rLakes hore Dr Woodmoor Dr A lex D r Edgewood DrHalifax Dr Fore s t H ill D r L y n d sie DrQ u ail LnFalls Rd P ar kvi ew P l c Eagle Dr Greenridge D r Snowshill Tr Carter D rAspenway DrS SH 121 C o w b o y D rE SH 121 Fallkirk DrHawk LnS SH 121 HwyBeechwood Ln Crest side DrMa d i s o n S t SH 121 R a m p Lee Dr Sanders LpRed c edar Way DrWi l l o w S p rings Dr Cribbs Dr Swan DrCottonwood DrCoral Dr Creek Crossi ng Chateaus DrTown Center BlvdSimmons DrRave n L n Enterprise DrC opperst o n e T rTrade Center DrBranchwood TrAsh l ey Dr Dickens DrLake P a r k DrCo untry LnWoodlake Dr Bradford Dr Harris StCotton Rd Berkshire LnInglenook CtShor e w o o d D r Poin t West B lvd Brock St S Holly StWynnpage Dr Highland Dr T r i n i t y C t I63 5 - On Ramp 34 Houston St Layton Dr Mi l l T r Halifa x Ln Lairds DrCharleston Dr R o c k crest DrParr St Gateview Blvd Hidden Valley DrNorth Lake DrPark RdStonecrest Dr Colonial Dr E Peninsula Dr Juniper Dr Clayton Cir Mobley WayPintail CtBlue Jay DrDobecka DrDove Cir Kimbel Kourt St James P l Hackberry Rd Forestwood Ln Austin Ct W SH 1 2 1 SH 121 N SH 121 HwySH 121 Cotton Rd³ Service Area FIGURE 2-1CITY OF COPPELLSERVICE AREA Created By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-1)-Service_Area.mxdUpdated: Thursday, December 08, 2011 2:55:57 PM0 2,500 SCALE IN FEET Water, Wastewater and Roadway Impact Fee Report  City of Coppell  2‐3  2.2 Historical Population The City of Coppell provided yearly population data from 2000 through 2010. The data  indicated an average growth rate of about 1% annual growth over the last 11 years.  Table 2‐1  presents the historical populations for the City of Coppell.  Table 2‐1 Historical Population  Year Population Population Growth Growth Rate 2000 36,051 ‐ ‐  2001 36,867 816 2.3% 2002 37,683 816 2.2% 2003 38,499 816 2.2% 2004 38,650 151 0.4% 2005 38,900 250 0.6% 2006 39,200 300 0.8% 2007 39,350 150 0.4% 2008 39,565 215 0.5% 2009 39,655 90 0.2% 2010 39,750 95 0.2% Average ‐ 370 1.0%    2.3 Projected Population Population projections were developed based on data provided by City staff.  FNI developed  initial population projections using geocoded billing data and existing and projected land use.   The City provided comments on the location of planned development and additional detail  about the existing land use.  Table 2‐2 presents the population projections for the City of  Coppell water and wastewater service area.  Figure 2‐2 shows the population projections by  traffic survey zone (TSZ).            Table 2‐2 Water and Wastewater Population Projections  Year Population Average Annual Population Growth Average Annual Growth Rate 2011 39,913 ‐ ‐  2021 41,632 172 0.4%  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  2‐4  The projected growth in population is slightly less than the historical average due to the recent  slowdown of development and the natural slowdown in growth as the City approaches  buildout.    2.4 Land Use The City provided an existing land use shapefile, which included the current zoning.  A map of  the future land use was also provided by the City. In order to capture growth related to  commercial, retail, office, institutional, and industrial development, a commercial acreage for  each planning period was developed.  The existing land use data was used to calculate the 2011  commercial acreage and the future land use data was used to calculate the 2021 commercial  acreage.  The existing commercial acreage includes: developed nonresidential and  public/institutional.  The future commercial acreage includes: mixed use community center, old  Coppell historic district, mixed use neighborhood center, freeway special district, commercial,  institutional, and industrial special district.  Figure 2‐2 displays the existing land use, and Figure  2‐3 displays the existing commercial acres.  Figure 2‐4 displays the future land use, and Figure  2‐5 displays the future commercial acres.  Table 2‐3 and Figure 2‐6 present the non‐residential  acreage by planning year for the water and wastewater service area.     Table 2‐3 Non‐residential Acreage  Year Acres Growth in Acres 2011 2,269 ‐  2021 3,243 974       E I6 3 5 W I6 3 5 E Belt Line RdFreeport PkwyS Royal LnW Bethel RdE Sandy Lake RdE Parkway BlvdW Sandy Lake RdS Belt Line RdN MacArthur BlvdE Bethel School RdAirline DrN Denton Tap RdS Denton Tap RdS Moore RdDividend DrS Coppell RdW SH 121 Lodge RdS M acArthur Blv d Deforest RdCreekview DrSamuel BlvdWrangler DrN SH 121 HwyN M o o r e R d Mockingbird LnW Parkway BlvdN Coppell RdRiverchase DrRuby RdN Heartz RdNorthpoint DrS Heartz RdFritz DrFalcon LnSouthwestern BlvdHill DrStarleaf StPark Valley DrPinyon LnP hillips D r Plantation DrGateway BlvdSH 121 Patriot DrAl le n Rd Ledbet ter Rd Pelican LnMallard DrS County Line RdWoodhurst DrE Bethel RdWaterview DrShadowcrest LnBrooks LnMeadowglen CirKaye StBurns StCanyon DrMeadowcreek RdG r a ham Dr Oak TrCove DrGifford DrGreenway DrBriarglen DrVillage PkwyBarclay AvBlue Jay LnMapleleaf LnCozby AvVillawood LnMinyard DrLake Vista DrWinding Hollow LnM e a d o w R u n Crestview DrMartel LnLakeshore DrBricknell LnWoodmoor DrAlex DrEdgewood DrHalifax DrPecan Hollow DrTupelo DrForest Hill DrLyndsie DrQuail LnFalls RdParkview PlcEagle DrCooper LnGreenridge DrSnowshill TrWhispering Hills DrC a rter DrAspenway DrS SH 121 Cowboy DrE SH 121 Fallkirk DrHawk LnKilbridge Ln S SH 121 HwyTimber Ridge LnOakbend DrBeechwood LnHood DrCrestside DrSugarberry DrHeather Glen DrSandy Knoll DrCondor DrDogwood TrM a d i s on S tSH 121 RampLee DrMeadowview LnSanders LpRedcedar Way DrChristi LnWillow Springs DrCribbs DrW il le t D rGrace LnParker DrOriole LnSwan DrCottonwood DrStratford LnAce Ln Coral DrDillard LnHollywood DrCreekside LnKyle DrWaverly L n Creek Crossing Chateaus DrLevee PlP a r k w o o d L n Crane DrPla za Blvd W e llin g to n R dBarrington DrExecutive DrT ow n C enter Blvd Magnolia DrSimmons DrOakcrest LnTravis StCherrybark DrRaven LnEnterprise DrCoppers to n e T r Gibbs Crossing Walnut Grove LnRolling Hills RdRobin LnLeslie LnWales CtBasilwood DrLexington AvTrade Center DrBranchwood TrAshley DrVanbebber DrMarlee CirDickens DrL e a v a l l e y L n Fairway Dr Har w e ll S tLake Park D r Laguna LnMeadowood LnForest Ridge DrWrangler CirBeacon Hill Dr Beal LnLondon Way Coun try Ln A r b o r B ro ok LnAshford DrCambria DrE Natches Trace Woodlake DrBradford DrCastle Creek Dr Harris StDeann DrDuncan DrCotton RdShadydale LnAvalon LnB e rks h i re L n Hammond StGraywood LnInglenook CtSpringoak LnJohnson DrHarris RdGlade Point DrW Bethel School RdShorewood DrSparrow LnP o int W e s t Blvd Brock StSwallow DrHavencrest LnS Holly StWynnpage DrTanbark CirHighland DrT r i n i t y C tI6 3 5 - O n R amp 34 Houston StKingsmill CtLayton DrCardinal LnB e l la V is t a D r Anderson AvFinch LnSteamboat DrM ill Tr Mullrany DrTealwood DrHalifax LnTrailwood LnRedwing DrPebble Creek DrGreentree DrLairds DrLo n g m e a d o w D r River RdNe w p o rt DrAllencrest LnBullock DrPark Meadow WayDalmalley LnNash DrCharleston DrRockcrest DrW Natches T r a c e N SH 121 Loch LnWoodcrest LnHunters Ridge RdGlendale DrBeverly DrPlumlee PlcGateview BlvdLansdowne C r Clear Creek LnOak Grove LnTennyson PlcCambridge Manor LnHid d e n Valley DrEdinburgh LnBlack Oak Cir North Lake DrGlenwood DrBrentwood DrWestminster WayFitness CtRaintree CirChesh i r e D r W Town Center DrN SH 121 RdMeadowlark LnPepperwood StWestlake DrSaddle Tree TrPark RdKingsridge DrLockhaven LnWillingham DrAlendale DrHowell DrNixon StChestnut LnSpanish Moss DrWestwind D r Lakeview DrOlympia LnBeau DrO l d Yor k R d Gibson CtLaguna DrKirkland DrParish PlcP enuel DrArcher DrSand Point CtChalfont PlcColonial DrSora LnN Holly StManchester LnTurnberry LnDeforest CtW B raewood DrI635 - Exit 34 E Peninsula DrF airview Ct Dakota LnBritta n y D r Sleepy Ho llow Ln Woodway Grapevine Creek DrJuniper DrG l en Lakes DrFieldcrest LpWrenwood DrPre st w ic k Ct Mobley WayNatch e s Tra ce Greenwich LnPenfolds LnBrown TrDow n i n g D r Autumnwood LnGeorgian DrH ig h la n d W a y Hidden Hollow CtBlue Jay DrDobecka DrDove CirKim be l Ko urt W Grapevine Mills PkwyS t J a m e s Pl K a i l e y Way Leisure LnRedwood DrState Champion PkwyCross Timbers Tr0 Hood DrRidgewood DrHackberry RdMatheson C t Indian Ro ck Dr W arren Crossing Brighton LnCherrywood TrEdmondson DrIndependence DrSummer Place DrWillow LnCompton CtEn clav es Crt Homewood DrMartel CrtTara CtHearthstone LnWild Plum DrAlder CtRoundrock CirRockcrest CtDrexel DrC ro o k e d T re e C t Hazelwood CoveHartford CirMitchell StT o w e r C t Willow Springs CtNorthwestern DrApple cross C t Joshua LnCypress CtS ea H aw k C tCrestview CtMariners CtNorthshore CtDaVinci CtMaywood CirGlencrest CirMason CtGreenwood CtShiloh CtDuncan DrSH 121 Freeport PkwyW SH 121 SH 121 E Sandy Lake RdS Coppell RdN SH 121 HwySH 121 SH 121 Cotton RdSH 121 RampSH 121 ³0 1,200 2,400SCALE IN FEETEXISTING LAND USEDeveloped NonresidentialUndeveloped NonresidentialDeveloped ResidentialUndeveloped ResidentialEasementPublic/InstitutionalParks Open SpaceRailroadFIGURE 2-2CITY OF COPPELLEXISTING LAND USECreated By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-2)-Existing_LandUse_Map.mxdUpdated: Friday, January 20, 2012 2:56:34 PM E I6 35 W I6 35 E Belt Line RdFreeport PkwyS Royal LnW Bethel RdE Sandy Lake RdE Parkway BlvdW Sandy Lake RdS Belt Line RdN MacArthur BlvdE Bethel School RdAirline DrN Denton Tap RdS Denton Tap RdS Moore RdDividend DrS Coppell RdW SH 121 Lodge RdS M acArthur B lv d Deforest RdCreekview DrSamuel BlvdWrangler DrN SH 121 HwyN M o o r e R d Mockingbird LnW Parkway BlvdN Coppell RdRiverchase DrRuby RdN Heartz RdNorthpoint DrS Heartz RdFritz DrFalcon LnSouthwestern BlvdHill DrStarleaf StPark Valley DrPinyon LnP h i l l i p s D r Plantation DrGateway BlvdSH 121 Patriot DrAl le n Rd Ledb et te r Rd Pelican LnMallard DrS County Line RdWoodhurst DrE Bethel RdWaterview DrShadowcrest LnBrooks LnMeadowglen CirKaye StBurns StCanyon DrMeadowcreek RdG r a ham Dr Oak TrCove DrGifford DrGreenway DrBriarglen DrVillage PkwyBarclay AvBlue Jay LnMapleleaf LnCozby AvVillawood LnMinyard DrLake Vista DrWinding Hollow LnM e a d o w R u n Crestview DrMartel LnLakeshore DrBricknell LnWoodmoor DrAlex DrEdgewood DrHalifax DrPecan Hollow DrTupelo DrForest Hill DrLyndsie DrQuail LnFalls RdParkview PlcEagle DrCooper LnGreenridge DrSnowshill TrWhispering Hills DrC a rter DrAspenway DrS SH 121 Cowboy DrE SH 121 Fallkirk DrHawk LnKilbridge Ln S SH 121 HwyTimber Ridge LnOakbend DrBeechwood LnHood DrCrestside DrSugarberry DrHeather Glen DrSandy Knoll DrCondor DrDogwood TrMad i s on S tSH 121 RampLee DrMeadowview LnSanders LpRedcedar Way DrChristi LnWillow Springs DrCribbs DrW il le t D rGrace LnParker DrOriole LnSwan DrCottonwood DrStratford LnAce Ln Coral DrDillard LnHollywood DrCreekside LnKyle DrWaverly L n Creek Crossing Chateaus DrLevee PlP a r k w o o d L n Crane DrPlaza Blvd W e llin g to n R d Barrington DrExecutive DrTo w n Center Blvd Magnolia DrSimmons DrOakcrest LnTravis StCherrybark DrRaven LnEnterprise DrCoppers to n e T r Gibbs Crossing Walnut Grove LnRolling Hills RdRobin LnLeslie LnWales CtBasilwood DrLexington AvTrade Center DrBranchwood TrAshley DrVanbebber DrMarlee CirDickens DrL e a v a l l e y L n Fairway Dr Har w e ll S tLake Park D r Laguna LnMeadowood LnForest Ridge DrWrangler CirBea con H il l D r Beal LnLondon Way Country Ln A r b o r B ro ok LnAshford DrCambria DrE Natches Trace Woodlake DrBradford DrCastle Creek Dr Harris StDeann DrDuncan DrCotton RdShadydale LnAvalon LnB e r k s h i r e L n Hammond StGraywood LnInglenook CtSpringoak LnJohnson DrHarris RdGlade Point DrW Bethel School RdShorewood DrSparrow LnP o int W e s t Blvd Brock StSwallow DrHavencrest LnS Holly StWynnpage DrTanbark CirHighland DrT r i n i t y C tI6 3 5 - O n R amp 34 Houston StKingsmill CtLayton DrCardinal LnB e l l a V is t a D r Anderson AvFinch LnSteamboat DrM ill Tr Mullrany DrTealwood DrHalifax LnTrailwood LnRedwing DrPebble Creek DrGreentree DrLairds DrLo n g m e a d o w D r River RdNe w p o rt DrAllencrest LnBullock DrPark Meadow WayDalmalley LnNash DrCharleston DrRockcrest DrW Natches T r a c e N SH 121 Loch LnWoodcrest LnHunters Ridge RdGlendale DrBeverly DrPlumlee PlcGateview BlvdLansdowne C r Clear Creek LnOak Grove LnTennyson PlcCambridge Manor LnHid d e n Valley DrEdinburgh LnBlack Oak Cir North Lake DrGlenwood DrBrentwood DrWestminster WayFitness CtRaintree CirChesh ir e D r W Town Center DrN SH 121 RdMeadowlark LnPepperwood StWestlake DrSaddle Tree TrPark RdKingsridge DrLockhaven LnWillingham DrAlendale DrHowell DrNixon StChestnut LnSpanish Moss DrWestwind D r Lakeview DrOlympia LnBeau DrO ld Yo r k Rd Gibson CtLaguna DrKirkland DrParish PlcP enuel DrArcher DrSand Point CtChalfont PlcColonial DrSora LnN Holly StManchester LnTurnberry LnDeforest CtW B raewood DrI635 - Exit 34 E Peninsula DrFairview Ct Dakota LnBritta n y D r Sleepy Hollow Ln Woodway Grapevine Creek DrJuniper DrG l en Lakes DrFieldcrest LpPr es tw ick Ct Mobley WayN a t c h es Tr ac e Greenwich LnPenfolds LnBrown TrDow n i n g D r Autumnwood LnGeorgian DrH ig h la n d W a y Hidden Hollow CtBlue Jay DrDobecka DrDove CirKim bel Kourt W Grapevine Mills PkwyS t J a m e s P l K a i l e y Way Leisure LnRedwood DrState Champion PkwyCross Timbers Tr0 Hood DrRidgewood DrHackberry RdM atheson Ct Indian Ro ck DrWarren Crossing Brighton LnCherrywood TrEdmondson DrIndependence DrSummer Place DrWillow LnCompton CtE n cla v es Cr t Homewood DrMartel CrtTara CtHearthstone LnWild Plum DrAlder CtRoundrock CirRockcrest CtDrexel DrC ro o k e d T re e C t Hazelwood CoveHartford CirMitchell StT ow e r C t Willow Springs CtNorthwestern DrApplec r o s s C t Joshua LnCypress CtS ea H aw k C tCrestview CtMariners CtNorthshore CtDaVinci CtMaywood CirGlencrest CirGreenwood CtShiloh CtDuncan DrSH 121 Freeport PkwyW SH 121 SH 121 E Sandy Lake RdS Coppell RdN SH 121 HwySH 121 SH 121 Cotton RdSH 121 RampSH 121 ³0 1,200 2,400SCALE IN FEETCommercialOtherCityLimitParcelFIGURE 2-3CITY OF COPPELLEXISTING COMMERCIAL ACRESCreated By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-3)-Existing_Commercial_Acres.mxdUpdated: Tuesday, January 31, 2012 4:09:22 PMThe existing commercial acreage includes: developed nonresidential and public/institutional. E I6 3 5 W I6 3 5 E Belt Line RdFreeport PkwyS Royal LnW Bethel RdE Sandy Lake RdE Parkway BlvdW Sandy Lake RdS Belt Line RdN MacArthur BlvdE Bethel School RdAirline DrN Denton Tap RdS Denton Tap RdS Moore RdDividend DrS Coppell RdW SH 121 Lodge RdS M acArthur Blv d Deforest RdCreekview DrSamuel BlvdWrangler DrN SH 121 HwyN M o o r e R d Mockingbird LnW Parkway BlvdN Coppell RdRiverchase DrRuby RdN Heartz RdNorthpoint DrS Heartz RdFritz DrFalcon LnSouthwestern BlvdHill DrStarleaf StPark Valley DrPinyon LnP hillips D r Plantation DrGateway BlvdSH 121 Patriot DrAl le n Rd Ledbet ter Rd Pelican LnMallard DrS County Line RdWoodhurst DrE Bethel RdWaterview DrShadowcrest LnBrooks LnMeadowglen CirKaye StBurns StCanyon DrMeadowcreek RdG r a ham Dr Oak TrCove DrGifford DrGreenway DrBriarglen DrVillage PkwyBarclay AvBlue Jay LnMapleleaf LnCozby AvVillawood LnMinyard DrLake Vista DrWinding Hollow LnM e a d o w R u n Crestview DrMartel LnLakeshore DrBricknell LnWoodmoor DrAlex DrEdgewood DrHalifax DrPecan Hollow DrTupelo DrForest Hill DrLyndsie DrQuail LnFalls RdParkview PlcEagle DrCooper LnGreenridge DrSnowshill TrWhispering Hills DrC a rter DrAspenway DrS SH 121 Cowboy DrE SH 121 Fallkirk DrHawk LnKilbridge Ln S SH 121 HwyTimber Ridge LnOakbend DrBeechwood LnHood DrCrestside DrSugarberry DrHeather Glen DrSandy Knoll DrCondor DrDogwood TrM a d i s on S tSH 121 RampLee DrMeadowview LnSanders LpRedcedar Way DrChristi LnWillow Springs DrCribbs DrW il le t D rGrace LnParker DrOriole LnSwan DrCottonwood DrStratford LnAce Ln Coral DrDillard LnHollywood DrCreekside LnKyle DrWaverly L n Creek Crossing Chateaus DrLevee PlP a r k w o o d L n Crane DrPla za Blvd W e llin g to n R dBarrington DrExecutive DrT ow n C enter Blvd Magnolia DrSimmons DrOakcrest LnTravis StCherrybark DrRaven LnEnterprise DrCoppers to n e T r Gibbs Crossing Walnut Grove LnRolling Hills RdRobin LnLeslie LnWales CtBasilwood DrLexington AvTrade Center DrBranchwood TrAshley DrVanbebber DrMarlee CirDickens DrL e a v a l l e y L n Fairway Dr Har w e ll S tLake Park D r Laguna LnMeadowood LnForest Ridge DrWrangler CirBeacon Hill Dr Beal LnLondon Way Coun try Ln A r b o r B ro ok LnAshford DrCambria DrE Natches Trace Woodlake DrBradford DrCastle Creek Dr Harris StDeann DrDuncan DrCotton RdShadydale LnAvalon LnB e rks h i re L n Hammond StGraywood LnInglenook CtSpringoak LnJohnson DrHarris RdGlade Point DrW Bethel School RdShorewood DrSparrow LnP o int W e s t Blvd Brock StSwallow DrHavencrest LnS Holly StWynnpage DrTanbark CirHighland DrT r i n i t y C tI6 3 5 - O n R amp 34 Houston StKingsmill CtLayton DrCardinal LnB e l la V is t a D r Anderson AvFinch LnSteamboat DrM ill Tr Mullrany DrTealwood DrHalifax LnTrailwood LnRedwing DrPebble Creek DrGreentree DrLairds DrLo n g m e a d o w D r River RdNe w p o rt DrAllencrest LnBullock DrPark Meadow WayDalmalley LnNash DrCharleston DrRockcrest DrW Natches T r a c e N SH 121 Loch LnWoodcrest LnHunters Ridge RdGlendale DrBeverly DrPlumlee PlcGateview BlvdLansdowne C r Clear Creek LnOak Grove LnTennyson PlcCambridge Manor LnHid d e n Valley DrEdinburgh LnBlack Oak Cir North Lake DrGlenwood DrBrentwood DrWestminster WayFitness CtRaintree CirChesh i r e D r W Town Center DrN SH 121 RdMeadowlark LnPepperwood StWestlake DrSaddle Tree TrPark RdKingsridge DrLockhaven LnWillingham DrAlendale DrHowell DrNixon StChestnut LnSpanish Moss DrWestwind D r Lakeview DrOlympia LnBeau DrO l d Yor k R d Gibson CtLaguna DrKirkland DrParish PlcP enuel DrArcher DrSand Point CtChalfont PlcColonial DrSora LnN Holly StManchester LnTurnberry LnDeforest CtW B raewood DrI635 - Exit 34 E Peninsula DrF airview Ct Dakota LnBritta n y D r Sleepy Ho llow Ln Woodway Grapevine Creek DrJuniper DrG l en Lakes DrFieldcrest LpWrenwood DrPre st w ic k Ct Mobley WayNatch e s Tra ce Greenwich LnPenfolds LnBrown TrDow n i n g D r Autumnwood LnGeorgian DrH ig h la n d W a y Hidden Hollow CtBlue Jay DrDobecka DrDove CirKim be l Ko urt W Grapevine Mills PkwyS t J a m e s Pl K a i l e y Way Leisure LnRedwood DrState Champion PkwyCross Timbers Tr0 Hood DrRidgewood DrHackberry RdMatheson C t Indian Ro ck Dr W arren Crossing Brighton LnCherrywood TrEdmondson DrIndependence DrSummer Place DrWillow LnCompton CtEn clav es Crt Homewood DrMartel CrtTara CtHearthstone LnWild Plum DrAlder CtRoundrock CirRockcrest CtDrexel DrC ro o k e d T re e C t Hazelwood CoveHartford CirMitchell StT o w e r C t Willow Springs CtNorthwestern DrApple cross C t Joshua LnCypress CtS ea H aw k C tCrestview CtMariners CtNorthshore CtDaVinci CtMaywood CirGlencrest CirMason CtGreenwood CtShiloh CtDuncan DrSH 121 Freeport PkwyW SH 121 SH 121 E Sandy Lake RdS Coppell RdN SH 121 HwySH 121 SH 121 Cotton RdSH 121 RampSH 121 ³01,2002,400SCALE IN FEETFUTURE LAND USEPark and Open SpaceResidential NeighborhoodUrban Residential NeighborhoodMixed Use Neighborhood CenterOld Coppell Historic DistrictMixed Use Community CenterFreeway Special DistrictCommercialInstititionalIndustrial Special DistrictEasementRailroadFIGURE 2-4CITY OF COPPELLFUTURE LAND USECreated By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-4)-Future_LandUse_Map.mxdUpdated: Tuesday, January 31, 2012 3:10:01 PM E I6 3 5 W I6 3 5 E Belt Line RdFreeport PkwyS Royal LnW Bethel RdE Sandy Lake RdE Parkway BlvdW Sandy Lake RdS Belt Line RdN MacArthur BlvdE Bethel School RdAirline DrN Denton Tap RdS Denton Tap RdS Moore RdDividend DrS Coppell RdW SH 121 Lodge RdS M acArthur Blv d Deforest RdCreekview DrSamuel BlvdWrangler DrN SH 121 HwyN M o o r e R d Mockingbird LnW Parkway BlvdN Coppell RdRiverchase DrRuby RdN Heartz RdNorthpoint DrS Heartz RdFritz DrFalcon LnSouthwestern BlvdHill DrStarleaf StPark Valley DrPinyon LnP hillips D r Plantation DrGateway BlvdSH 121 Patriot DrAl le n Rd Ledbet ter Rd Pelican LnMallard DrS County Line RdWoodhurst DrE Bethel RdWaterview DrShadowcrest LnBrooks LnMeadowglen CirKaye StBurns StCanyon DrMeadowcreek RdG r a ham Dr Oak TrCove DrGifford DrGreenway DrBriarglen DrVillage PkwyBarclay AvBlue Jay LnMapleleaf LnCozby AvVillawood LnMinyard DrLake Vista DrWinding Hollow LnM e a d o w R u n Crestview DrMartel LnLakeshore DrBricknell LnWoodmoor DrAlex DrEdgewood DrHalifax DrPecan Hollow DrTupelo DrForest Hill DrLyndsie DrQuail LnFalls RdParkview PlcEagle DrCooper LnGreenridge DrSnowshill TrWhispering Hills DrC a rter DrAspenway DrS SH 121 Cowboy DrE SH 121 Fallkirk DrHawk LnKilbridge Ln S SH 121 HwyTimber Ridge LnOakbend DrBeechwood LnHood DrCrestside DrSugarberry DrHeather Glen DrSandy Knoll DrCondor DrDogwood TrM a d i s on S tSH 121 RampLee DrMeadowview LnSanders LpRedcedar Way DrChristi LnWillow Springs DrCribbs DrW il le t D rGrace LnParker DrOriole LnSwan DrCottonwood DrStratford LnAce Ln Coral DrDillard LnHollywood DrCreekside LnKyle DrWaverly L n Creek Crossing Chateaus DrLevee PlP a r k w o o d L n Crane DrPla za Blvd W e llin g to n R dBarrington DrExecutive DrT ow n C enter Blvd Magnolia DrSimmons DrOakcrest LnTravis StCherrybark DrRaven LnEnterprise DrCoppers to n e T r Gibbs Crossing Walnut Grove LnRolling Hills RdRobin LnLeslie LnWales CtBasilwood DrLexington AvTrade Center DrBranchwood TrAshley DrVanbebber DrMarlee CirDickens DrL e a v a l l e y L n Fairway Dr Har w e ll S tLake Park D r Laguna LnMeadowood LnForest Ridge DrWrangler CirBeacon Hill Dr Beal LnLondon Way Coun try Ln A r b o r B ro ok LnAshford DrCambria DrE Natches Trace Woodlake DrBradford DrCastle Creek Dr Harris StDeann DrDuncan DrCotton RdShadydale LnAvalon LnB e rks h i re L n Hammond StGraywood LnInglenook CtSpringoak LnJohnson DrHarris RdGlade Point DrW Bethel School RdShorewood DrSparrow LnP o int W e s t Blvd Brock StSwallow DrHavencrest LnS Holly StWynnpage DrTanbark CirHighland DrT r i n i t y C tI6 3 5 - O n R amp 34 Houston StKingsmill CtLayton DrCardinal LnB e l la V is t a D r Anderson AvFinch LnSteamboat DrM ill Tr Mullrany DrTealwood DrHalifax LnTrailwood LnRedwing DrPebble Creek DrGreentree DrLairds DrLo n g m e a d o w D r River RdNe w p o rt DrAllencrest LnBullock DrPark Meadow WayDalmalley LnNash DrCharleston DrRockcrest DrW Natches T r a c e N SH 121 Loch LnWoodcrest LnHunters Ridge RdGlendale DrBeverly DrPlumlee PlcGateview BlvdLansdowne C r Clear Creek LnOak Grove LnTennyson PlcCambridge Manor LnHid d e n Valley DrEdinburgh LnBlack Oak Cir North Lake DrGlenwood DrBrentwood DrWestminster WayFitness CtRaintree CirChesh i r e D r W Town Center DrN SH 121 RdMeadowlark LnPepperwood StWestlake DrSaddle Tree TrPark RdKingsridge DrLockhaven LnWillingham DrAlendale DrHowell DrNixon StChestnut LnSpanish Moss DrWestwind D r Lakeview DrOlympia LnBeau DrO l d Yor k R d Gibson CtLaguna DrKirkland DrParish PlcP enuel DrArcher DrSand Point CtChalfont PlcColonial DrSora LnN Holly StManchester LnTurnberry LnDeforest CtW B raewood DrI635 - Exit 34 E Peninsula DrF airview Ct Dakota LnBritta n y D r Sleepy Ho llow Ln Woodway Grapevine Creek DrJuniper DrG l en Lakes DrFieldcrest LpWrenwood DrPre st w ic k Ct Mobley WayNatche s Tra ce Greenwich LnPenfolds LnBrown TrDow n i n g D r Autumnwood LnGeorgian DrH ig h la n d W a y Hidden Hollow CtBlue Jay DrDobecka DrDove CirKim be l Ko urt W Grapevine Mills PkwyS t J a m e s Pl K a i l e y Way Leisure LnRedwood DrState Champion PkwyCross Timbers Tr0 Hood DrRidgewood DrHackberry RdMatheson C t Indian Ro ck Dr W arren Crossing Brighton LnCherrywood TrEdmondson DrIndependence DrSummer Place DrWillow LnCompton CtEn c lav es Crt Homewood DrMartel CrtTara CtHearthstone LnWild Plum DrAlder CtRoundrock CirRockcrest CtDrexel DrC ro o k e d T re e C t Hazelwood CoveHartford CirMitchell StT o w e r C t Willow Springs CtNorthwestern DrApple cross C t Joshua LnCypress CtS ea H aw k C tCrestview CtMariners CtNorthshore CtDaVinci CtMaywood CirGlencrest CirMason CtGreenwood CtShiloh CtDuncan DrSH 121 Freeport PkwyW SH 121 SH 121 E Sandy Lake RdS Coppell RdN SH 121 HwySH 121 SH 121 Cotton RdSH 121 RampSH 121 ³01,2002,400SCALE IN FEETCommercialOtherCityLimitParcelFIGURE 2-5CITY OF COPPELLFUTURE LAND USECreated By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-5)-Future_Commercial_Acres.mxdUpdated: Tuesday, January 31, 2012 3:09:22 PMThe future commercial acreage includes: mixed use community center, old Coppell historic district,mixed use neighborhood center, freeway special district, commercial, institutional, and industrial special district. 60845,0655,06564.85 Ac.45.49 Ac.623500411.40 Ac.557.26 Ac.60093,1913,19134.80 Ac.33.56 Ac.60754141284.24 Ac.388.16 Ac.60773,6163,85728.67 Ac.40.42 Ac.60833,5923,59247.60 Ac.48.00 Ac.403381,2001,47242.15 Ac.39.26 Ac.60793,0803,16548.08 Ac.55.42 Ac.61521,2621,34699.07 Ac.121.11 Ac.301742,1802,2530.36 Ac.0.26 Ac.607400218.01 Ac.266.34 Ac.60121,6291,99630.82 Ac.29.68 Ac.60811,7151,7182.89 Ac.5.24 Ac.60822,4712,48330.38 Ac.40.68 Ac.301731,2271,305101.50 Ac.105.96 Ac.615000153.35 Ac.302.44 Ac.60030085.74 Ac.289.78 Ac.60781,9731,97356.93 Ac.56.94 Ac.402111,9321,9691.43 Ac.1.41 Ac.6238103103129.59 Ac.221.40 Ac.615153162848.63 Ac.84.74 Ac.60063383414.70 Ac.9.95 Ac.60761,4331,43356.91 Ac.54.40 Ac.60802,5142,59632.63 Ac.40.43 Ac.24456526522.46 Ac.39.36 Ac.62340086.26 Ac.122.23 Ac.40061001.53 Ac.54.36 Ac.403210054.83 Ac.82.96 Ac.6237000.00 Ac.0.00 Ac.40236007.37 Ac.39.10 Ac.244716244720.94 Ac.24.32 Ac.6007002.97 Ac.13.18 Ac.6236000.00 Ac.0.00 Ac.90630011.80 Ac.20.68 Ac.9062000.00 Ac.0.00 Ac.60086616.67 Ac.21.93 Ac.I6 3 5 ..SANDY LAKE RD.BELT LINE RD.BETHEL RD.DENTON TAP RD.ROYAL LN.PARKWAY BLVD.MACARTHUR BLVD.FR EEPORT PKWY. M O O R E R D .SH 121 .BETHEL SCHOOL RD.SH 121 HWY.SH 121 SERVICE R.AIRLINE DR.COPPELL RD.DIVIDEND DR.CREEKVIEW DR.SAMUEL BLVD.DEFOREST RD.MOCKINGBIRD LN.RIVERCHASE DR.RUBY RD.PI N Y O N L N .COUNTY LINE RD.GATEWAY BLVD.P H I L L I PS D R .HILL DR.L E D BE T TE R RD.STARLEAF ST.AL L E N RD.PELICAN LN.SHADOWCREST LN.CANYON DR.MALLARD DR.KAYE ST.BURNS ST.C O V E DR.GREENWAY DR.WINDING HOLLOW LN.MINYARD DR.BAR C L A Y A V .MAPLELEAF LN.BRIARGLEN DR.EDGEWOOD DR.CRESTVIEW DR.BRICKNELL LN.QUAIL LN.MARTEL LN.A S P E N W A Y D R.ALEX DR.HALIFAX DR.GREENRIDGE DR.OAKBEND DR.HOOD DR.HEATHER GLEN DR.C A R TER DR.SUGARBERRY DR.SANDERS LP.CHRISTI LN.BRAEWOOD DR.ACE LN.CRIBBS DR.P A RK W O O D L N .NATCHES TRACE .CHATEAUS DR.TOW N C ENTER BLVD.RAVEN LN.ROBIN LN.DILLARD LN.TOWN CENTER DR.LEXINGTON AV.CO P P E R S T O N E T R .LESLIE LN.ROLLING HILLS RD.I6 3 5 - O N RAMP 34 .VANBEBBER DR.WALES CT.HAMMOND ST.FOREST RIDGE DR.HOLLY ST.FA IRWAY DR.SH 121 RD.GRAYWOOD LN.P O IN T W E S T BLVD.COTTON RD.GLADE POINT DR.HARRIS RD.SPARROW LN.ANDERSON AV.TANBARK CIR.T R I N I T Y C T .LOCH LN.WESTMINSTER WAY.BLACK OAK CI R.BULLOCK DR.FITNESS CT.M IL L TR .SANDY OAK LN.OLYMPIA LN.PHEASANT LN.KINGSRIDGE DR.BEAU DR.HOWELL DR.COATS ST.GRAPEVINE CREEK DR.COLONIAL DR.BETHEL SCHOOL CT.G LEN LAKES DR.JUNIPER DR.FIELDCREST LP .OAKBROOK DR.BROWN TR.BRIARCOVE LN.S T J A M E S P L .WILD PLUM DR.RUSTIC MEADOW WAY.AUTUMN LN.HARTFORD CIR.I635 ..SH 121 .SANDY LAKE RD.SH 121 .SH 121 .COPPELL RD.SH 121 .SH 121 .SH 121 HWY..SH 121 .SH 121 SERVICE R.³0 1,200 2,400SCALE IN FEETLEGENDTSZ BoundariesStreetsParcelCity LimitsLakeFIGURE 2-6CITY OF COPPELLPOPULATION ANDNON-RESIDENTIAL ACRES BY TSZCreated By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\W_WW_PLANNING\DELIVERABLES\04_Final_Water_Wastewater_Impact_Fee_Report\(Figure_2-6)-Pop_and_Non-Residential_Ac_by_TSZ.mxdUpdated: Monday, February 06, 2012 2:13:05 PMTSZ ID2011 Population2021 Population2011 Comm. Acres2021 Comm. Arces Water, Wastewater and Roadway Impact Fee Report  City of Coppell  3‐1  3.0 CAPITAL IMPROVEMENTS PLAN An impact fee capital improvements plan (CIP) was developed for the City of Coppell to ensure  high quality water and wastewater service that promotes residential and commercial  development.  The recommended improvements will provide the required capacity and  reliability to meet projected water demands and wastewater flows through year 2021.  3.1 Water and Wastewater Load Projections The population and land use data was used to develop future water demands and wastewater  flows based on a projected average day per capita use and peaking factors.  Based on historical  water usage and wastewater flows, design criteria were developed.  The design criteria for  water and wastewater are presented in Table 3‐1 and Table 3‐2, respectively.  Table 3‐3  presents the projected water demands. Table 3‐4 presents the projected wastewater flows for  the City of Coppell.   Table 3‐1 Water Design Criteria  Average Residential Usage (gpcd) Average Day Commercial Water Usage (gpd/acre) Maximum Day to Average Day Peaking Factor Peak Hour to Maximum Day Peaking Factor 140 2,000 2 2   Table 3‐2 Wastewater Design Criteria  Average Daily Residential Loading (gpcd) Average Daily Commercial Loading (gpd/acre) Peak Wet Weather to Average Daily Peaking Factor 75 700 4 Water, Wastewater and Roadway Impact Fee Report  City of Coppell  3‐2    Table 3‐3 Projected Water Demands  Year Average Day Demand (MGD) Maximum Day Demand (MGD) Peak Hour Demand (MGD) 2011 10.1 20.3 40.5 2021 12.3 24.6 49.3   Table 3‐4 Projected Wastewater Flows  Year Average Annual Daily Flow (MGD) Peak Wet Weather Flow (MGD) 2011 4.58 18.33 2021 5.39 21.57     Water, Wastewater and Roadway Impact Fee Report  City of Coppell  3‐3  3.2 Water and Wastewater System Improvements FNI updated the existing water and wastewater models in H2OMap Water and H2OMap Sewer.   The water demands and wastewater loadings were redistributed based on the revised land use  assumptions.  FNI developed proposed water and wastewater system improvements based on  the results of the hydraulic models.  The City of Coppell is approaching buildout and the existing  water and wastewater systems are appropriately sized to meet future demands and loads.  The  cost for the project required for the 10‐year growth period used in the impact fee analysis for  both the water systems is shown in Table 3‐5.  Costs listed for the existing projects are based on  actual design and construction costs provided by the City.  Detailed cost estimate for the  proposed water system project is included in Appendix A.  Tables 3‐5 and 3‐6 show 2011  percent utilization as the portion of a project’s capacity required to serve existing development.   It is not included in the impact fee analysis.  The 2021 percent utilization is the portion of the  project’s capacity that will be required to serve the City of Coppell in 2021.  The 2011‐2021  percent utilization is the portion of the project’s capacity required to serve development from  2011 to 2021.  The portion of a project’s total cost that is used to serve development projected  to occur from 2011 through 2021 is calculated as the total actual cost multiplied by the 2011‐ 2021 percent utilization.  Only this portion of the cost is used in the impact fee analysis.  The  10‐year water system projects are shown on Figure 3‐1.  The 10‐year wastewater projects are  shown on Figure 3‐2.  Water, Wastewater and Roadway Impact Fee Report City of Coppell 3‐4 Table 3‐5 Water System Impact Fee Eligible Projects No. Description of Project Percent UtilizationCost Based on 2011 Dollars2011* 2021 2011‐2021 Capital Cost Current Development 10‐Year    (2011‐2021) Beyond 2021 EXISTING PROJECTS A 24‐inch Sandy Lake Road and Coppell Road water line from Denton Tap Road to Wagon Wheel EST 65% 100% 35% $985,030 $640,270 $344,761 $0 B 12‐inch water line along Ruby Road from Royal Lane to Coppell Road 90% 100% 10% $324,480 $292,032 $32,448 $0 C 12‐inch water line along western edge of City from Northpoint Drive to Gateview Drive 80% 100% 20% $526,320 $421,056 $105,264 $0 D Wagon Wheel 2.0 MG EST 50%75%25%$2,786,990$1,393,495$696,748$696,748E Village Parkway Pump #6 20%100%80%$273,607$54,721$218,886$0F 30‐inch Sandy Lake Road water line from MacArthur Blvd. to Denton Tap Road 80% 100% 20% $1,862,720 $1,490,176 $372,544 $0 G 16‐inch water line from Bethel Road to Airline Drive along Denton Tap 65% 100% 35% $804,708 $523,060 $281,648 $0 H 12‐inch SH 121 water line from Coppell Road to Denton Tap 90% 100% 10% $615,109 $553,598 $61,511 $0 I 12‐inch water line along Belt Line Road and west along Dividend from the existing 12‐inch water line of Lakeshore Drive to the existing 12‐inch water line at Freeport Parkway 10% 90% 80% $950,040 $95,004 $760,032 $95,004 J Impact Fee Study 0%100%100%$40,000$0$40,000$0Existing Project Sub‐total $9,169,003$5,463,412$2,913,840$791,752PROPOSED PROJECTS 1 Replacement of existing 12‐inch with a 20‐inch water line from the Southwestern Elevated Storage Tank 40% 90% 50% $1,134,660 $453,864 $567,330 $113,466 Proposed Project Sub‐total $1,134,660$453,864$567,330$113,466Total Cost $10,303,663$5,917,276$3,481,170$905,218* Utilization in 2011 on Proposed Projects indicates a portion of the project that will be used to address deficiencies within the existing system, and therefore are not eligible for impact fee cost recovery for future growth.  Water, Wastewater and Roadway Impact Fee Report City of Coppell 3‐5 Table 3‐6 Wastewater System Impact Fee Eligible Projects No. Description of Project Percent UtilizationCost Based on 2011 Dollars2011* 2021 2011‐2021 Capital Cost Current Development 10‐Year(2011‐2021) Beyond 2021 EXISTING PROJECTS A Existing 30‐inch forcemain in Basin C80%100%20%$1,164,000$931,200$232,800$0B Existing 24‐inch gravity line in Basin A90%100%10%$1,476,000$1,328,400$147,600$0C Existing 21‐inch gravity line in Basin A85%100%15%$357,600$303,960$53,640$0D Existing 18‐inch gravity line in Basin A85%100%15%$321,600$273,360$48,240$0E Existing 15‐inch gravity line in Basin A85%100%15%$428,400$364,140$64,260$0F Existing 21‐inch gravity line in Basin B75%100%25%$357,600$268,200$89,400$0G Existing 27‐inch gravity line in Basin B75%100%25%$751,800$563,850$187,950$0H Existing 15/24‐inch gravity line in Basin E80%95%15%$1,045,800$836,640$156,870$52,290I Existing 30‐inch gravity line in Basin C and E75%95%20%$2,263,200$1,697,400$452,640$113,160J Saint Joseph 30‐inch forcemain (discharge from Deforest PS) 70% 100% 30% $2,312,041 $1,618,429 $693,612 $0 K Existing 20‐inch forcemain from Sandy Lake Lift Station 75% 100% 25% $1,172,750 $879,563 $293,188 $0 L Upsize Deforest and Sandy Lake Lift Stations70%100%30%$2,611,742$1,828,219$783,522$0M Impact Fee Study 0%100%100%$40,000$0$40,000$0Existing Project Sub‐total $14,302,533$10,893,360$3,243,722$165,450Total Cost $14,302,533$10,893,360$3,243,722$165,450* Utilization in 2011 on Proposed Projects indicates a portion of the project that will be used to address deficiencies within the existing system,and therefore are not eligible for impact fee cost recovery for future growth.     [Ú [Ú UT UT (#UT (#UT 1.5 MG Southwestern ESTOverflow Elev.: 672.5 ft. 2.0 MG Wagon Wheel ESTOverflow Elev.: 672.5 ft. 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Tr Meadowglen CirM a d i son StSH 121 Ra m p Lee Dr Mead owview L nSand er s LpRedcedar Way Dr Christi Ln Willow Spri n gs D rCribbs Dr Willet D r Grace Ln P arker DrOriole Ln Swan DrCottonwood DrStratford LnAce LnCoral Dr Dillard Ln Creekside LnKyle D r Cr e e k C r o s s i ng Chateaus DrLevee Pl Parkwood Ln Crane DrPlaza BlvdWellin gton Rd Barrington Dr Executive DrTown Center BlvdMagnolia DrSimmons DrOakcrest LnTravis St Cherrybark DrRaven Ln Enterprise DrCoppersto n e T r Gibbs Cros s in g Waln u t G r ove Ln Rolling Hills RdRobin Ln Wales Ct Basilwood Dr Lexington AvTrade Center DrBranchwood TrAshley Dr Vanbebber Dr Marlee Cir Dickens DrL eaval l ey L n Fairway DrHarwell StLake Park D r Rocky Bran c h LnLaguna LnMeadowood Ln Forest Ridge Dr Wrangler CirBeacon Hill DrBeal Ln London Way Country LnAr bo r Brook Ln Ashfo r d D r Cambria DrE Nat c h e s T r a c e Woodl a k e D r B ra d f ord Dr Cas t le Creek DrHarris StDeann DrDuncan Dr Cotton Rd E I635 - Exit 33 Service RShadydale 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Briarcove Ln Hidden H o l l o w C t Grace Dr Blue Jay DrDobecka DrDove Cir E I635 - On R a m p 3 5 S e r v i c e R Be n t T r e e C r t Armstrong BlvdClear Haven R d St James P l Kai ley WayHummingbird D r Le isure Ln Redwood DrTanglewood LnBricknell DrState Champion PkwyCross Timbers Tr Southern Belle DrBryan Ln0 Hood Dr Ridgewood DrCa ne moun t L n Matheson CtIndi a n R o ck DrChinab erry Way Dri f twood Dr Warren Crossing Brighton Ln Austin Ct Edmondson Dr Warwick Ln Independence Dr Biltmore Ct Willow Ln Ba y CirEncl aves CrtW Penins u l a D r Woodhill StGifford CtMartel CrtTara Ct Beaver Run DrHearth st one L n Alde r C t S heffield Ct Roundrock CirVill a g e Green Dr Spanish Moss CtWestminster CtHampton DrRockcrest Ct Wh ite S p ruce DrSunri se Dr Lakeview Cr o o k e d T r e e C t Tanager DrHartford CirReeder DrWoodland CoveMitchell StTow e r C t Elm Fork DrWestwood CtWillow Springs CtNorthwestern DrApp l e c ro s s C t Carriage Ct Flintshire W a y Se a H a w k C tClaremont CtCres 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Wednesday, July 13, 2011 LEGEND (#UT Existing Elevated Storage Tank (#UT Existing Eligible Impact FeeElevated Storage Tank UT Existing Ground Storage Tank [Ú Existing Pump Station [Ú Existing Eligible Impact FeePump Station Existing EligibleImpact Fee Water Line Proposed EligibleImpact Fee Water Line 8" and Smaller Water Line 10" and Larger Water Line Streets Lake Parcel City Limits I 0 1,000 2,000 SCALE IN FEET !( !(!(!( !( !( !( !( !(!( !( !(!(!( !( !( !( !( !(!( !( !(!( !( !( !( !( !(!( !(!(!( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !(!( !(!( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!(!( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!( !( !( 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M . 20'' F.M.30'' F.M.20'' F.M.20'' F . M . 30'' F.M .30'' F.M.30'' F.M.3 0'' F.M. 30' ' F . M . 3 0 ' ' F .M . 30'' F.M. 30'' F . M . 3 0'' F.M.30' ' F .M . E I 6 3 5 W I635 E Belt Line RdFreeport PkwyS Royal LnW Bethel Rd E Sandy Lake Rd S Belt Line RdW Sandy Lake Rd N MacA r thu r B lvd E Bethel School Rd E Parkway BlvdN Denton Tap RdAirline DrSH 121 S Denton Tap RdS Moore RdDividend DrS Coppell RdW SH 1 2 1 Lodge RdS MacArthur BlvdDeforest Rd Creekview Dr Samuel BlvdWrangler DrN SH 121 HwyN SH 121 Service RN Moo re RdMockingbird LnW P a r k w a y B l v d N Coppell RdE SH 121 Service RRiverchase Dr Ruby Rd N Heartz RdNorthpoint DrS Heartz RdFritz Dr Falcon Ln Southwestern Blvd Hill DrStarleaf StPark V a lle y Dr Pinyon LnPhi l l ips D r Plantation Dr Gateway BlvdPatriot DrAl l e n R d Ledbetter RdW SH 1 2 1 S e r v i c e R Pelican Ln Malla r d D r S County Line RdWoo d h u r s t D r Waterview DrShadowcrest Ln Brooks Ln Kaye St Burns St Canyon Dr Meado w c r e e k R dS SH 121 Service RGr aham DrSpyglass DrOak TrGifford DrGreenway Dr Briarglen Dr Village Pkwy Barclay AvBlue J a y L n Mapleleaf Ln Cozby Av V illaw ood L n Minyard Dr Lake Vista Dr Winding Hollow LnMeadow Run Martel L n Lakeshore DrBricknell LnWoodmoor Dr Alex Dr Edgewood DrHalifax Dr Pecan Hollow Dr Tupelo DrForest Hill DrLyndsie Dr Quail Ln Falls Rd Parkview Plc Eagle Dr Cooper Ln G reenridge Dr Snowshill Tr Whispering Hills DrC arter Dr Aspenway DrS SH 121 Cowboy DrE SH 121 Fallkirk DrHawk LnK il b r i dge LnS SH 121 HwyTimber Ridge LnOakbend DrBeechwood Ln Hood Dr Crestside DrSugarberry Dr Heather Glen DrSandy Knoll DrSH 121 - Exit Condor DrD o g w o o d Tr Meadowglen CirM a d i son StSH 121 R a m p Lee Dr Meadowview L nSanders LpRedcedar Way Dr Christi Ln Willow Spri n gs DrCribbs Dr Wi l l e t D r Grace Ln P arker DrOriole Ln Swan DrCottonwood DrStratford LnAce LnCoral Dr Dillard Ln Creekside LnKyle Dr Waverly LnCr e e k C r o s s i ng Chateaus DrLevee Pl Parkwood Ln Crane DrPlaza BlvdWellin gton Rd B a r r in g to n D r Executive DrTown Center BlvdMagnolia DrSimmons DrOakcrest LnTravis St Cherrybark DrRaven Ln Enterprise DrCopperst o n e T r Wal n u t G r ove Ln Rolling Hills RdRobin Ln Leslie Ln Wales Ct Lexington AvTrade Center DrBranchwood TrAshley Dr Vanbebber DrDickens DrL e aval l ey L n Fairway DrHarwell StLake Park D r Ro cky Bran c h LnLaguna LnMeadowood Ln Forest Ridge Dr Wrangler CirBeacon Hill DrBeal Ln London Way Country LnAr bo r B rook Ln Ashfo r d D r Cambria DrE Nat c h e s T r a c e Woodl a k e D r B ra d ford Dr Cas t le Creek DrHarris StDeann DrDuncan Dr Cotton Rd E I635 - Exit 33 Service RShadydale LnAvalon Ln Berkshi re LnHammond StGraywood Ln Inglenook CtSpringoak LnJohnson Dr Harris RdGlade Point Dr W Bethel Schoo l R d S h o r e wood D rSparrow Ln Point We st BlvdB itternut Dr Brock St Swallow Dr Havencrest LnS Holly StWynnpage DrTanbark CirHighland Dr Tri ni t y Ct I635 - O n Ramp 34 Houston St Kingsmill Ct Layton Dr Cardinal Ln Anderson AvFinch LnSteamboat Dr Mi l l T r Mullran y D r Tealwood DrHalifax Ln Trailwood LnRedwing D rPebble Creek DrGreentree DrLairds DrThompson Dr Lo n g m e a d o w D r River RdNewport Dr An d o v e r LnAllencrest LnBullock DrPark M e a d o w W a y Dalm a l l e y L n Nash DrCharleston Dr Rockcrest DrW Natches Tra c e N SH 121 Loch LnWoodcrest LnHunters Ridge RdSt i l l Fo res t D r Glendale Dr Beverly DrParr St G a te view B l v d Lansdowne CrClear Creek Ln Oak Grove Ln Tennyson PlcCambridge Ma n o r LnHidden Valley DrBlack Oak CirNorth Lake DrGlenwood DrWestminster Way Fitness Ct Rai n tre e CirW Town Cente r D rN SH 121 RdM e adowla rk L n Pepperwood StHarrison Dr Westlake DrSa ddle T ree Tr Highland Meadow DrPark RdPheasant Ln Kingsridge Dr Fountain DrPost Oak Dr Willingham DrAlendale Dr W I63 5 - E x i t 3 5 S e r v i c e R Howell DrNixon StChestnut Ln Flagstone LnSpani s h M o ss DrWestwind DrSandy Oak Ln W I635 - O n R a m p 3 3 S e r v i c e R O ly m pia Ln Beau Dr Old York RdGibson CtHearthw ood Dr Loxley Dr SH 121 - R a m p Kirkland Dr Parish PlcCoats St Hawken Dr Penuel D r Stonecrest Dr Archer Dr Sand Point CtC ha lf on t Pl c Colonial Dr Sora LnN Holly StManchester LnLakewood CtTurnberry L n Deforest CtCre s twood D r Mesquitewood StW B raewood Dr Pine hurst Dr I635 - Ex it 34 Cooper E Peninsula Dr Fairview CtDakota Ln Br i t t an y D rSleepy Hollow LnE I635 - E x i t 3 5 S e r v i c e R Woodway Grapevine Creek DrHampton CtJuniper DrField c r e s t L p Wrenwood Dr Prestwick CtMobley WayNatches Trace Greenwich Ln Oakb r ook DrStringfellow Dr S H 121 - turnaround Breanna WayTeal Cove Autumnwood Ln Georgian DrExchange CirH ighla n d Way Pin t a il C tBriarcove Ln Hidde n H o ll o w C t Grace Dr Blue Jay DrDobecka DrBurning Tree Ln Dove Cir E I635 - On R a m p 3 5 S e r v i c e R Ben t T r e e C r t Kimbel Kourt Armstrong BlvdClear Haven R d St James P l Kai ley WayChaucer Ct Cedar Crest Dr Hummingbird D r Leisure Ln Tanglewood LnBricknell DrState Champion PkwyCastlebury CtSouthern Belle DrBryan LnRidgewood DrCa nemoun t L n Hackberry RdMatheson CtIndi a n R o ck DrChinab erry Way Dri f twood Dr Warren Crossing Brighton Ln Cherrywood TrAustin Ct Warwick Ln Summer Place DrBiltmore Ct Willow Ln Amberwood DrEncl aves CrtW Penins u l a D r Woodhill StGifford CtMartel CrtTara Ct Beaver Run DrHearth sto ne L n Alder C t S heffield Ct Roundrock Cir Spanish Moss CtWestminster CtHampton DrRockcrest Ct Wh i te Sp ruce DrSunri se Dr C r o o k e d Tr ee Ct Tanager DrHazelwood Cove Hartford CirReeder DrWoodland CoveMitchell StElm Fork DrWestwood CtWillow Springs CtNorthwestern DrAppl e c ro s s C t Carriage Ct Se a H a w k C tClaremont CtEastgate Dr Fleetwood CoveDaVinci CtMaywoo d C i r Glencrest CirHood C t Delta CtMason CtElmhill Ct Cuttingham Ct Hardwick Ct Park Valley CtGreenwood CtArbor Manors Dr Fountain Head Ln Crane Cir Elmvale Ct Rolling Hills CirWestbury CtLeisure CtGraywood CtSH 121 E SH 121 SH 121 - turnaround S H 1 2 1 R a m pSH 121 N SH 121 RdI6 3 5 - E x i t 3 4 SH 121 S SH 121 E SH 121 Service RW SH 1 2 1 S e r v i c e R N SH 121 Service R W SH 1 2 1 Fre e p o r t P k w y Wrangler CirA s penway DrN 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H:\W_WW_PLANNING\DELIVERABLES\WORKING\(Figure-1)_Existing_Wastewater_System.mxdUpdated: Wednesday, July 13, 2011 LEGEND Existing Eligible Impact FeeWastewater Lines Existing Eligible Impact FeeForce Mains 8" and Smaller Wastewater Line 10" and Larger Wastewater Line Force Main Vä Existing Eliible Lift Station "C`Meter Station !(Manhole Streets Parcel City Limits Lake SEWER BASINS Basin 'A' Basin 'B' Basin 'C' Basin 'E' Basin 'F' I01,000 2,000 SCALE IN FEET Water, Wastewater and Roadway Impact Fee Report  City of Coppell  4‐1  4.0 WATER AND WASTEWATER IMPACT FEE ANALYSIS The impact fee analysis involves determining the utilization of existing and proposed projects  required as defined by the capital improvement plan to serve new development over the next  10‐year time period.  For existing or proposed projects, the impact fee is calculated as a  percentage of the project cost, based upon the percentage of the project’s capacity required to  serve development projected to occur between 2011 and 2021.  Capacity serving existing  development and development projected for more than 10 years in the future cannot be  charged to impact fees.  4.1 Service Units The maximum impact fee may not exceed the amount determined by dividing the cost of  capital improvements required by the total number of service units attributed to new  development during the impact fee eligibility period.  A water service unit is defined as the  service equivalent to a water connection for a single‐family residence.  The City of Coppell does  not directly meter wastewater flows and bills for wastewater services based on the customer’s  water consumption.  Therefore, a wastewater service unit is defined as the wastewater service  provided to a customer with a water connection for a single‐family residence.  The service associated with public, commercial, and industrial connections is converted into  service units based upon the capacity of the meter used to provide service.  The number of  service units required to represent each meter size is based on the safe maximum operating  capacity of the appropriate meter type.  The City uses Class I turbine meters.  American Water  Works Association (AWWA) standards C701 (Cold Water Meters – Turbine Type) was used to  determine the safe maximum operating capacity. The service unit equivalent for each meter  size used by the City is listed in Table 4‐1.  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  4‐2  Table 4‐1 Service Unit Equivalencies  Meter Size Safe Maximum Operating Capacity (gpm)(1) Service Unit Equivalent 5/8” x 3/4” 30 1.0  1” 50 1.7  1‐1/2” 100 3.3  2” 160 5.3  3” 350 11.7  4” 630 21.0  6” 1,400 46.7  8” 2,400 80.0  (1) Safe maximum operating capacity is based on AWWA standards C701   Typically, in Coppell, single‐family residences are served with 5/8‐inch water meters.  Larger  meters represent public, commercial, and industrial water use.  The City provided data that  included the meter size of each active water meter as of June 2011.  Table 4‐2 shows the water  and wastewater service units for 2011 and the projected service units for 2021.    Table 4‐2 Water and Wastewater Service Units  Meter Size 2011 Connections 2011 Service Units 2021 Connections 2021 Service Units Growth in Service Units 5/8” x 3/4” 11,219 11,219 11,702 11,702 483  1” 202 337 211 352 15  1‐1/2” 103 343 107 357 14  2” 487 2,597 628 3,349 752  3” 18 210 29 338 128  4” 24 504 30 630 126  6” 3 140 5 233 93  8” 204 16,320 213 17,040 720  Total 12,260 31,670 12,925 34,001 2,331    Water, Wastewater and Roadway Impact Fee Report  City of Coppell  4‐3  4.2 Maximum Impact Fee Calculations Chapter 395 of the Texas Local Government Code states that the maximum impact fee may not  exceed the amount determined by dividing the cost of capital improvements required by the  total number of service units attributed to new development during the impact fee eligibility  period less the credit to account for water and wastewater revenues used to finance capital  improvement plans.  The total projected costs include the projected capital improvement costs to serve 10‐year  development, the projected finance cost for the capital improvements, and the consultant cost  for preparing and updating the Capital Improvements Plan.  A 4.0% interest rate was used to  calculate financing costs.  Comparison graphs showing impact fees in other cities throughout  the Metroplex are presented in Appendix B.   Water Impact Fee:  Total Capital Improvement Costs     $3,481,170  Financing Costs         $1,157,947  Total Eligible Costs         $4,639,117  Growth in Service Units                 2,331  Maximum Water Impact Fee =  Total Eligible Costs/Growth in Service Units    =  $4,639,117/2,331    =  $1,990 per Service Unit  Maximum Allowable Water Impact Fee =  Maximum Impact Fee – 50% Credit    =  $1,990 ‐ $995   =  $995 per Service Unit          Water, Wastewater and Roadway Impact Fee Report  City of Coppell  4‐4   Wastewater Impact Fee:  Total Capital Improvement Costs      $3,243,722  Financing Costs           $1,078,964  Total Eligible Costs        $4,322,686  Growth in Service Units               2,331  Maximum Wastewater Impact Fee =  Total Eligible Costs/Growth in Service Units    =  $4,322,686/2,331   =  $1,854 per Service Unit  Maximum Allowable Wastewater Impact Fee =  Maximum Impact Fee – 50% Credit    =  $1,854 ‐ $927   =  $927 per Service Unit    Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐1  5.0 ROADWAY IMPACT FEE ANALYSIS 5.1 Methodology To update the roadway impact fee system, a series of work tasks were undertaken that  included the following:  • A roadway conditions inventory of major thoroughfares in Coppell was updated for lane  geometries, roadway classifications and segment lengths.  The existing roadway network  was evaluated based on updated traffic volume count information, collected in August  2011, to determine roadway capacity, current utilization, and deficiencies, if present, for  the service area.  • Both the AM and PM peak hour movements were analyzed to determine the most critical,  thus the vehicle‐mile of travel during the PM peak hour was retained as the appropriate  service unit for measuring capacity and system utilization for the impact fee calculation,  Roadway capacity values were based on data developed by the NCTCOG for level of service  “C/D” operations.   • New vehicle‐miles of demand were calculated for each service area based on updated land  use assumptions by service area for the program planning period.  The land use  equivalency table was used as a basis for deriving projected vehicle‐miles from growth  over the ten‐year planning period.  • An analysis of previous roadway impact fee Capital Improvements Plan (CIP) was  conducted based on updated traffic volume count information to ensure excess capacity  remained in program projects for each service area.   • A CIP was prepared based on growth needs from future development (land use  assumptions), other capital improvements programming and City Staff input.  Roadway  cost data including construction, engineering and right‐of‐way for impact fee projects were  prepared and compiled by service area based on cost estimates and data provided by the  City.  For recently completed projects, actual costs were incorporated into the system  database.  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐2  • The cost of capacity supplied, cost attributable to new development and the maximum  cost per service unit was calculated for each service area.  A credit of 50% was applied to  the overall cost of the capital improvements program for the identification of the  maximum allowable cost per service unit consideration.  • The Land Use Equivalency Table (service unit generation for specific land use categories)  was updated to incorporate new trip rate and trip length data.  Trip rate data was obtained  from Trip Generation, Eighth Edition by the Institute of Transportation Engineers.  Trip  length statistics for the city were obtained from a workplace survey conducted by the  NCTCOG.    • Example fee calculations were prepared based upon sample land uses, associated service  unit equivalencies, and the maximum allowable cost per service unit.   This section documents the procedures, findings, and conclusions of the study.  5.2 Roadway Impact Fee Service Area Chapter 395 requires that service areas be defined for impact fees to ensure that facility  improvements are located in proximity to the area that is generating the need.  Legislative  requirements stipulate that roadway service areas be limited to a six mile maximum and must  be located within the current city limits.  Roadway service areas are different from other impact  fee service areas, which can extend beyond the city limits and include its Extra Territorial  Jurisdiction (ETJ) or other defined area of service.  This is primarily because roadway systems  are "open" to both local and regional use as opposed to a defined limit of service that is  provided with water and wastewater systems.  For roadways, the result is that new  development can only be assessed an impact fee based on the cost of necessary capital  improvements within that service area.  No changes were made to the service area structure and is illustrated in Figure 2‐1.     Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐3  5.3 Roadway Impact Fee Land Use Assumptions Land use assumptions serve as the basis from which travel demands are developed over the  planning period. For this system update, service unit generation (future growth) was based on  the net population and employment growth as identified in the “Land Use Assumptions for  Impact Fees” report prepared by the City and discussed as part of Chapter 2.    For roadways, both population and employment data are necessary for the determination of  both residential and non‐residential traffic (vehicle‐miles) over the planning period.  Derived  demographic data, in conjunction with service unit generation from the land use equivalency  table, formed the basis for ten‐year growth estimates.  Table 5‐1 details the breakout of the  increase in Developed Acreages within the service area.    Table 5‐1 Increase in Developed Acreages for Years 2011 to 2021  Land Use Acres Commercial Commercial/Office/Retail 170 Freeway Commercial/Office/Retail 595 Light Industrial 209 Public Institutional 0 Residential Residential High Density (16 units per acre) 0 Residential Medium Density (4 units per acre) 478 Residential Low Density (2 units per acre) 0 Parks and Open Space 279 Total 1,731   5.4 Establishment of the Roadway Capital Improvement Plan Chapter 395 of the Texas Local Government Code specifies the requirements necessary to  prepare a capital improvements plan.  These requirements include:  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐4  • A description of the existing capital improvements within the service area and the cost to  upgrade, update, improve, expand or replace the improvements to meet existing needs  and usage  • An analysis of the total capacity, the level of current usage, and commitments for usage of  capacity of the existing capital improvements  • A description of all or the parts of the capital improvements and their costs necessitated by  and attributable to new development in the service area based on approved land use  assumptions  • A definitive table establishing the specific level or quantity of use, consumption,  generation, or discharge of service unit for each category of capital improvements and an  equivalency table establishing the ratio of the service unit to various types of land uses,  including residential, office, retail/commercial, light industrial, and institutional.   • The total number of projected service units necessitated by and attributable to new  development within the service area based on the approved land use assumptions  • The projected demand for capital improvements required by the new service units  projected over a reasonable period of time  • A plan for awarding a credit for the portion of the ad valorem tax generated by new service  units during the program period that is used for the payment of improvements, or a credit  equal to 50 percent of the total projected cost of implementing the capital improvements  plan  The plan must contain two distinct components: analysis of existing conditions and analysis of  projected conditions.  To analyze these components two measures of performance must be  established, they are:  level‐of‐service and service units.  5.5 Roadway Level of Service Level‐of‐Service (LOS) is a term used in traffic engineering to describe the performance of the  roadway system.  Roadway level‐of‐service is the basic design criterion used in thoroughfare  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐5  planning.  The design level‐of‐service determines the capacity for which the roadway is  intended.  Level‐of‐service is rated from “A” to “F”.  The higher level of service (A‐B) provides  better driving conditions, but typically requires higher construction cost.  Level of Service “E” is  considered to be the capacity limit of urban roadways.  Level of Service “C/D” is the design  level‐of‐service selected for the Impact Fee Analysis for the City of Coppell.  Table 5‐2 lists the  maximum service volumes for level‐of‐service “C/D” as a function of facility type.  Table 5‐2 Roadway Facility Vehicle‐Mile Capacities  Roadway Facility Roadway Type Capacity “LOS C/D Vehicles per hour per lane‐mile of Roadway Facility(1) Principal Arterial – Divided P6D 700 Divided Local Arterials C4D 625 Undivided Collector – 4 Lane C4U 440 Undivided Collector – 2 Lane C2U 350 (1) Hourly capacity for LOS “C/D” obtained from NCTCOG DFW Regional Travel Model and the Highway Capacity  Manual  5.6 Roadway Impact Fee Service Units Service units establish a relationship between roadway projects and demand placed on the  street system by development, as well as the ability to calculate and assess impact fees for  specific development proposals.  As defined, service unit means; “a standardized measure of  consumption, use, generation, or discharge attributable to an individual unit of development in  accordance with generally accepted engineering or planning standards for a particular category  of capital improvements or facility expansions."   To determine the roadway impact fee for a particular development, the service unit must  accurately identify the impact that the development will have on the major roadway system  (i.e., arterial and collector roads) serving the development.  This impact is a combination of the  number of new trips generated by the development, the particular peaking characteristics of  the land‐use(s) within the development, and the length of each new trip on the transportation  system.  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐6  The service unit must also reflect the capacity, which is provided by the roadway system, and  the demand placed on the system during the time in which peak, or design, conditions are  present on the system.  Transportation facilities are designed and constructed to accommodate  volumes expected to occur during the peak hours (design hours).  These volumes typically occur  during the peak hours as motorists travel to and from work.  The vehicle‐mile during the PM peak hour was retained as the service unit for impact fees in  Coppell.  This service unit establishes a more precise measure of capacity, utilization and  intensity of land development through the use of published trip generation data.  It also  recognizes legislative requirements with regards to trip length.    The PM peak hour is recommended as the time period for assessing impacts because the  greatest demand for roadway capacity occurs during this hour.  Roadways are sized to meet  this demand, and roadway capacity is more accurately defined on an hourly basis.  Traffic  volume data collected August 2011 at over 20 locations throughout the city confirmed the PM  peak hour as the highest period of use.  5.7 Roadway Existing Conditions Analysis An accurate service unit is required to calculate and assess impact fees for new developments.   As defined in Chapter 395, “Service unit means a standardized measure of consumption, use,  generation, or discharge attributed to an individual unit of development calculated in  accordance with generally accepted engineering or planning standards, based on historical data  and trends applicable to the political subdivision in which the individual unit of development is  located during the previous 10 years.”  In other words it is a measure of supply and demand.    The service unit must accurately reflect the supply, which is provided by the roadway system.   Transportation facilities are designed to accommodate peak hour traffic volumes because the  heaviest demand for the roadway capacity occurs during the peak hour.  These peak hours  typically occur during the morning (AM peak) and evening (PM peak) rush hours as motorist  travel to and from work.  The impact fee analysis for the City of Coppell was developed for PM  peak traffic volumes.  For the supply side the unit of measurement is the service volume that is  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐7  provided by a lane‐mile (lane‐miles) of roadway facility.  This number is also the capacity of the  roadway based on an acceptable level‐of‐service; in this case that level‐of‐service is “C/D”.  The service unit must also reflect the demand that a particular development will place on the  transportation system.  The impact the development has on the street system is directly related  to: the trips generated by development, land‐use for which the development is intended, and  the average length of each trip on the transportation system.  For the demand side this unit is a  vehicle‐trip of one‐mile in length (vehicle‐miles).  Service units create a link between supply (roadway projects) and demand (new development).   Both supply and demand can be expressed as a combination of the number of vehicles traveling  during the peak hour and the distance traveled by these vehicles in miles.  Thus, the Service  Unit for roadway impact fees is vehicle‐mile.  5.8 Existing Conditions Analysis An inventory of major roadway facilities was conducted to determine existing conditions  throughout Coppell.  This analysis determined the capacity provided by the existing roadway  system, the demand currently placed on the system, and the existence of any deficiencies on  the system.  Data for the inventory was obtained from field reconnaissance, traffic volume  counts, the City Thoroughfare Plan and City Staff, and is detailed in Appendix C.  5.8.1 Existing Traffic Volumes Existing directional PM peak hour volumes were obtained from automated traffic counts  collected by the City from their comprehensive traffic count program in November  2011.  Automated traffic counts at 20 separate locations were collected on major  roadways (as identified in the Thoroughfare Plan as arterial or collector status)  throughout the city.  In an effort to minimize the total number of counts, data was  collected at locations where traffic volumes would typify link volumes on the major  segments within the immediate area.  For segments not counted, estimates were  developed based on peaking characteristics of area roadways or data from adjoining  roadway counts.  This data was compiled for roadway segments throughout the city and  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐8  entered into the database for use in calculations.  A summary of volumes by roadway  segment is included in Appendix D as part of the existing capital improvements  database.  5.8.2 Vehicle‐Miles of Existing Capacity (Supply) The vehicle‐miles of existing capacity for each counted roadway segment were obtained  using the equation below:   Vehicle–Miles of Capacity = Capacity per peak hour per lane x Number of lanes x Length  (miles)  Example:  a 4‐lane divided roadway that is 2 miles in length and has a capacity of 625 vehicles  per hour per lane:  Vehicle–Miles of Capacity = 625 vehicles per hour x 4 lanes x 2 miles = 5,000 vehicle‐ miles per hour   This existing capacity is calculated for the service area and is not limited to only those  roadways identified in the impact fee capital improvements program.  A summary of  existing capacity for the service area is illustrated in Table 5‐3.  A complete detailed  listing by roadway segment is provided in Appendix D.   5.8.3 Vehicle‐Miles of Existing Demand The vehicle‐miles of existing demand or the current usage of the facilities for each  roadway segment was obtained using the equation below:   Vehicle–Miles of Demand = PM peak hour volume x Length of Roadway (miles)  For example:  a 3‐mile long roadway that has a PM peak hour traffic volume of 400 vehicles  per hour:   Vehicle–Miles of Demand = 400 vehicles per hour x 3 miles = 1,200 vehicle‐miles per hour   This existing demand is calculated for the service area and is not limited to only those  roadways identified in the impact fee capital improvements program.  A summary of the  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐9  existing demand for the service area is illustrated in Table 5‐3.  A complete detailed  listing by roadway segment is provided in Appendix D.  Table 5‐3 Existing Excess Capacity and Demand  Service Area Excess Capacity (Peak Hour Veh‐Miles) Demand (Peak Hour Veh‐ Miles) City 26,697 43,511   5.8.4 Vehicle‐Miles of Existing Excess Capacity or Deficiencies From the calculation of vehicle‐miles of existing capacity and demand for each roadway  segment, the excess capacity or deficiencies for each direction can be determined.  A  deficiency exists if a roadway is over capacity or has an hourly traffic volume that is  below its acceptable level‐of‐service in any direction of travel.  If this is the case then the  deficiency is deducted from the available supply.  A summary of existing excess capacity  and/or deficiencies for each service area is illustrated in Table 5‐4.  A complete detailed  listing by roadway segment is provided in Appendix D.  Roadways with deficiencies in  the City of Coppell are Parkway Boulevard, Sandy Lake Road, Bethel Road, Belt Line  Road, Freeport Parkway, Denton Tap Road, and MacArthur Boulevard.  Table 5‐4 Existing Excess Capacity and Deficiencies  Service Area Excess Capacity (Peak Hour Veh‐Miles) Deficiencies (Peak Hour Veh‐ Miles) City 26,697 1,451 5.9 Calculating Impact Fees Chapter 395 of the Texas Local Government Code requires a description of all capital  improvements and their cost attributable to new development within the service area.  To  determine the cost attributable to new development, the following information needs to be  calculated or supplied:  future land use assumptions, vehicle‐miles of new demand, a capital  improvement plan, vehicle‐miles of new capacity supplied by the capital improvements plan  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐10  and the costs for the roadway improvements. The recommended service unit for assessing  impact fees for the impact new development has on roadway facilities is a combination of the  trips generated (vehicles) by the new development during the peak hour and the average trip  length (miles) of each trip.  The following section describes the methodology used in developing  service units for new developments.  5.9.1 Trip Generation The trip generation rates are used to determine the number of vehicles added to the  roadway system as a result of new development.  The trip generation rates were  developed for the PM peak weekday period.  The trip generation rates were established  using the Institute of Transportation Engineers Trip Generation Manual 8th edition.   Development units were chosen by size (e.g.: office building, retail, industrial), by  number of units (e.g.: residential, multifamily) and by the number of students (schools).  The following development units are typically used:  • Dwelling Units (DU) – Total number of habitable dwellings within the development.  This should not be mistaken as bedrooms.  For example a single‐family residence is  one dwelling unit; a 50 unit apartment complex is 50 dwelling units.  • Gross Floor Area (GFA) – Total square feet of building floor area bounded by the  exterior boundary of outer building walls. Uncovered and outdoor patios are  excluded from GFA.  • Acres – The total number of acres included in the development.  • Students – The total number of students attending an institution.  Adjustments to the trip generation rates are necessary to reflect the differences  between driveway volumes and the total amount of traffic added to adjacent roadways.   The actual “traffic impact” of the new development is based only on the traffic added to  the adjacent roadways.  The actual traffic added to the adjacent roadways is determined  by adjusting the driveway volumes to account for pass‐by trips, diverted trips, and  internal trips.  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐11  • Pass‐by trips – are those trips attracted to a development from traffic that would  otherwise pass‐by the site on an adjacent roadway.  For example, a stop at a  convenience store on the way from the office to home is a pass‐by trip for the  convenience store.  The trip does not create an additional burden on the street  system and therefore should not be double‐counted.  The burden of this type  should be assigned to the office and/or residence.   • Diverted trips – are those trips that are already on the roadway system and are  diverted to the roadway system serving the new development.  For example, a trip  from home to work along Parkway Boulevard would be a diverted trip if the travel  path was changed to Sandy Lake Road the purposes of stopping at the dry cleaners.   On a system‐wide basis, this trip also does not add a significant additional burden  to the street system so it is not considered in assessing impact fees.   • Internal trips – are those that would typically be made in a mixed‐use development  between two uses within the development, not utilizing a thoroughfare outside the  development for that trip. For example, a trip between a shopping center and a  restaurant contained within the same site would be considered and internal trip,  and does not create any additional burden on the roadway system.  5.9.2 Trip Length Trip lengths in miles will be used in conjunction with site trip generation to establish the  vehicle‐miles of travel, the service unit to be used for assessing impact fees.  As with trip  generation, trip lengths are used in the development of travel forecasting models for  use in assessing roadway needs, as well as for assessing impact fees.  As previously  stated, trip lengths are limited to six miles.  Each trip has an origin and destination, half  of the trip length will be assigned to the origin and half of the trip length will be assigned  to the destination.  Therefore, the average trip length for a development is half the total  trip length, allowing the maximum total trip length under state law to be six miles.  The  trip length data used in this report was based on information generated in the 1984 and  1994 NCTCOG Workplace Survey and the 2001 National Household Travel Survey.   Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐12  5.9.3 Projected Growth and Vehicle‐Miles of New Demand Project growth for roadway impact fees is represented by an increase in the vehicle‐ miles over a 10‐year period.  The basis used to calculate the increase in vehicle‐miles is  population and employment projections that were prepared as part of the land use  assumptions detailed in the Section 2.0.  The calculation for the increase in the vehicle‐ miles due to new development is made up of three components:  • Increase in the acreage for each land use for the 10‐year study period   • Trip generation rates for PM peak hour of adjacent street traffic (provided by the ITE  Trip Generation Manual, 8th edition)  • Average trip length (provided by NCTCOG 1984 and 1994 Workplace Survey and  2001 National Household Travel Survey)  A summary of the vehicle‐miles of new demand is illustrated in Table 5‐5.  A complete  detailed listing by land use category is provided in Appendix E.  Table 5‐5 Projected Vehicle‐Miles of New Demand  Service Area Projected Vehicle‐Miles Of New Demand City 45,131   5.9.4 Capital Improvements Plan (CIP) The capital improvements plan includes roadway improvements that are needed to  accommodate long‐term growth.  The impact fee CIP can only contain roadways which  are included on the city’s official thoroughfare plan and are classified as arterial and  collector status streets.  Freese and Nichols, along with City staff, evaluated roadway  projects for inclusion in the CIP based on: 1) future growth areas, 2) projected 10‐year  traffic demand, 3) ability to recoup roadway costs (cost share or previously constructed  roadways with excess capacity), 4) financial considerations, and 5) staff input.  Chapter  395 also allows the City to include their share of the cost for state and federal highways  to also be included in this plan.  At this time no state highways are included in the CIP.     Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐13  An assessment of the existing impact fee capital improvements plan was conducted to  ensure that excess capacity remains in the impact fee roadway projects.  Using traffic  count data, a determination was that all projects within the Impact Fee CIP contain  excess capacity and can be retained in the program.  The projects included in the Impact Fee Roadway CIP are listed in Table 5‐6 and  illustrated in Figure 5‐1.    The following costs were included in the preparation of the 10‐year CIP program:  • Construction price  • Surveying and engineering fees  • Land acquisition costs  • Fees paid for the preparation of the capital improvements plan  • Projected interest charges and other finance costs  The total projected cost for the 10‐year impact fee CIP is $26,673,091 in 2011 dollars  ($35,746,000 cost with financing).  A detailed Engineer’s Opinion of Probable Construction  Cost for each roadway is provided in Appendix F.  A summary of the cost for the impact fee  CIP are provided in Table 5‐6.    Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐14  Table 5‐6 Summary of Roadway Cost  RECOUPMENT PROJECTS No. ROADWAY FROM TO COST COST w/ FINANCING 1(1) SANDY LAKE RD CITY LIMIT (WEST)N. COPPELL ROAD $4,697,908 $6,296,000 2(1) SANDY LAKE RD MACARTHUR BLVD. CITY LIMIT (EAST) $5,193,720 $6,960,000 3(1) BETHEL RD CITY LIMIT (WEST)FREEPORT PKWY.$7,280,321 $9,756,000 4(1) SOUTHWESTERN BLVD COPPELL ROAD GRAPEVINE CREEK $1,204,349 $1,614,000 5(1) MACARTHUR BLVD. BETHEL SCHOOL ROAD BELT LINE ROAD $325,394 $437,000 Total:$18,701,691 $25,063,000 EXPANSION PROJECTS No. ROADWAY FROM TO COST COST w/ FINANCING 6(2) SANDY LAKE ROAD N. COPPELL ROAD GRAPEVINE CREEK $6,102,000 $8,177,000 7(3) FREEPORT PKWY SH 121 SANDY LAKE RD $881,800 $1,182,000 (4) 8(3) FREEPORT PKWY RUBY ROAD SANDY LAKE RD $987,600 $1,324,000(4) Total:$7,971,400 $10,683,000 TOTAL ROADWAY IMPACT FEE CAPITAL IMPROVEMENTS $26,673,091 $35,746,000 (1) Cost from City Contract Documents (2) Engineer's Probable Construction Cost Estimates provided by the City (3)Freese and Nichols Conceptual Level Cost Estimates (4)City only responsible for 20% of Total Cost      §¨¦635State Hwy 121Sandy Lake Rd Belt Line R dDenton Tap RdCoppell RdFreeport (State Rd)Royal LnFreeport PkwySouthwestern Blvd Bethel Rd Sandy Lake Rd State Hwy 121Belt Line RdParkway Blvd MacA r t h u r B l v d Bethel School RdRoyal ¬«3 ¬«6 ¬«2¬«8 ¬«7 ¬«5 ¬«4 ¬«1 ³0 1,200 2,400 SCALE IN FEET IMPACT FEE PROJECTS Impact Fee Roadways Recoupment Roadways Coppell City Limits FIGURE 5-1CITY OF COPPELLROADWAY IMPACT FEES Created By Freese and Nichols, Inc.Job No.: CPL11254Location: H:\TRANSPORTATION\WORKING\RoadImpactFee_5-1_2012_01.mxdUpdated: Monday, January 23, 2012 11:32:16 AM Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐16  5.9.5 Vehicle‐Miles of New Capacity Provided The vehicle‐miles of capacity added are calculated in a similar manner as the vehicle‐ miles of existing capacity supplied.  Vehicle–Miles of New Capacity = Capacity per peak hour per lane x Number of     lanes x Length (miles)    The calculated capacity is for the new impact fee roadways.  The vehicle‐miles of new  capacity supplied for each service area is provided in Table 5‐7.  A complete detailed  listing by roadway segment is provided in Appendix G.  Table 5‐7 Projected Vehicle‐Miles of New Capacity (Supply)  Service Area Projected Vehicle‐Miles of New Capacity (Supply) City 17,491   5.9.6 Vehicle‐Miles of Existing Demand on Impact Fee CIP Roadways The vehicle‐miles of existing demand on CIP roadways are provided in Table 5‐8.  A  complete detailed listing by roadway segment is provided in Appendix G.  Table 5‐8 Vehicle‐Miles of Existing Demand on CIP Roadways  Service Area Vehicle‐Miles of Existing Demand City 6,732   5.9.7 Maximum Cost per Service Unit The maximum cost per service unit is a calculation of the cost per service unit (dwelling,  1000 sq. ft GFA, acre) for a service area.  This maximum cost per service area is the cost  of the CIP divided by the growth attributable to new development projected to occur  with a 10‐year period.  Table 5‐9 illustrates these calculations for the roadway impact  fees.  The maximum fee per service unit is calculated to be $619.  The credited cost per  service unit is $309.   Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐17  Table 5‐9 Cost Per Service Unit Calculation  Line # Service Area 1 Total Veh‐Miles of Capacity Added by the CIP 17,491 (From Projected Veh‐Miles of New Capacity) (Table 5‐7) 2 Total Veh‐Miles of Existing Demand on CIP Roads 6,732 (From Veh‐Miles of Existing Demand on CIP Roadways)(Table 5‐8) 3 Total Veh‐Mile of Existing Deficiencies on Existing Roads 1,451 (From Excess Capacity and Deficiencies)(Table 5‐4) 4 Net Amount of Veh‐Mile Capacity Added 9,308 (Line #1‐Line #2‐Line #3) 5 Total Eligible Cost of CIP Within Service Area $35,746,000 (From Engineer's Opinion of Probable Construction Costs)(Table 5‐6) 6 Cost of Net Capacity Supplied $19,022,570 (Net of Capacity Added/Total of Capacity Added)*CIP Cost ‐(Line #4/Line #1)*(Line #5) 7 Cost to Meet Existing Needs and Usage $16,723,430 (Total Cost of CIP‐Cost of Net Capacity Supplied) ‐Line #5‐Line #6 8 Total Veh‐Mile of New Demand Over 10 Years 45,131 (From Projected Vehicle‐Miles of New Demand)(Table 5‐5) 9 % of Capacity Added Attributed to New Growth 484.9% (Total of New Demand/Net Amount of Capacity Added) ‐Line #8/Line #4 10 If Line 8 > Line 4, Reduce Line 9 to 100% 100.0% 11 Cost of Capacity Added Attributed to New Growth $19,022,570 (Cost of Net Capacity Supplied * Cost Attributed to New Growth) ‐Line #6*Line#10 12 Maximum Fee per Service Unit ‐Without Credit $421 (Cost of Net Capacity Attributed to New Growth/Total Veh‐Mile of New Demand) ‐ Line #11/Line #8 13 Percent of Fee Recoverable 50% 14 Maximum Assessable Fee Per Service Unit $210 (Line #12*Line #13)   5.9.8 Land Use / Vehicle‐Mile Equivalency Table A land use/vehicle‐mile equivalency table establishes the service unit rate for various land uses.   This table is a result of combining PM peak hour trip generation rates with average trip length  information for various land uses.  These rates are based on an appropriate development unit  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐18  for each land use.  For example; office, retail, and light industrial, are based on development of  1,000 square feet of gross floor area, while single‐family and multi‐family residential is based on  dwelling units.  The City of Coppell’s Land‐Use Vehicle Mile Equivalency Table is made up of five  main land uses with specific use categories, they are:  residential, office, retail/commercial,  light industrial, and institutional.  Table 5‐10 illustrates the total service units generated by the  various land uses.  Appendix H provides the land‐uses used for this table.  Table 5‐10 Land‐Use Vehicle‐Mile Equivalency Table2  ITE Land Use Dev. Unit Trip Rate(1) Trip Length Veh‐Mi Per Dev Unit Residential Residential (Medium/Low) DU 1.01 4.20 4.24 Residential (High Density) DU 0.62 4.20 2.60 Others Not Specified DU 1.01 4.20 4.24 Office General Office Building 1000 sq. ft.1.49 4.80 7.15 Medical / Dental Office 1000 sq. ft. 3.46 4.80 16.61 Others Not Specified 1000 sq. ft.1.49 4.80 7.15 Retail / Commercial Shopping Center 1000 sq. ft.1.99 3.20 6.38 Home Improvement Superstore 1000 sq. ft. 1.12 1.95 2.19 Super market 1000 sq. ft.4.64 1.05 4.87 Restaurant 1000 sq. ft. 5.28 1.90 10.02 Fast food with drive thru 1000 sq. ft.15.36 2.15 33.02 Convenience Market with Gasoline Pumps Fuel Positions 5.32 0.90 4.79 Hotel Rooms 0.59 3.20 1.89 Bank with Drive Thru 1000 sq. ft. 10.13 1.25 12.66 Others Not Specified 1000 sq. ft.1.99 3.20 6.38 Light Industrial General Light Industrial 1000 sq. ft.0.98 3.30 3.20 Industrial Park 1000 sq. ft. 0.86 3.30 2.84 Mini Warehouse (Self Storage) 1000 sq. ft.0.26 3.30 0.86 Others Not Specified 1000 sq. ft. 0.97 3.30 3.20 Institutional Jr. / Community College Students 0.12 3.00 0.36 Private School (K‐8) Students 0.60 2.10 1.26 Day Care Center Students 0.82 2.10 1.72 Church 1000 sq. ft.0.55 1.45 0.80 Others Not Specified 1000 sq. ft. 0.55 1.45 0.80 (1) Average Trip Rate with Reductions  (2) If not specified in table, use ITE Trip Generation Manual 8th Edition    Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐19  5.10 Calculating Impact Fees The calculation of the actual fee charged to development is a two‐part process as follows:   Part 1:  Determine number of service units (vehicle‐miles) generated by the development using  the land‐use vehicle‐mile equivalency table.   No. of Development Units x Vehicle‐miles (Total Service Units) per development unit   =    Development’s Vehicle‐miles  Part 2: Calculate the impact due by new development.  This fee based on the cost per service  unit for the service area where the development is located.  Development’s Vehicle‐miles (from part 1) x Cost per vehicle‐mile (from CIP calculation)  =    Impact Fee due from development  Examples:  The following fee would be assessed to new developments which has a maximum  (Assessable) fee per service unit of $210.  A. Single‐Family Dwelling    (1 dwelling unit x 4.24 vehicle‐miles) / 1 dwelling unit = 4.24 vehicle‐miles   4.24 Vehicle‐miles x $210 / vehicle‐mile = $890  B. 10,000 square foot (s.f.) General Office Building   (10,000 s.f. x  7.15 vehicles‐miles)/1000 s.f. units = 71.50 vehicle‐miles   71.50  vehicle‐miles x $210 / vehicle‐mile = $15,015  C. 60,000 s.f. Retail Shopping Center   (60,000 s.f. x 6.38 vehicle‐miles)/ 1,000 s.f. units = 382.80 vehicle‐miles   382.80 vehicle‐miles x $210/vehicle‐mile = $80,388  D. 100,000 s.f. Light Industrial Development   (100,000 s.f. x 3.20 vehicle‐miles)/ 1,000 s.f. units =320 vehicle‐miles     320 vehicle‐miles x $210/ vehicle‐mile = $67,200  Water, Wastewater and Roadway Impact Fee Report  City of Coppell  5‐20  E. 4,000 Student Junior/Community College   (4,000 Students. x 0.36vehicle‐miles)/ 1 Student = 1,440 vehicle‐miles    1,440 vehicle‐miles x $210/ vehicle‐mile = $302,400  Water, Wastewater and Roadway Impact Fee Report  City of Coppell    Appendix A  Water System Project Cost Estimates    OPINION OF PROBABLE COST Construction Project Number 1 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 1 20" Pipe 4,618 LF $120 554,208 2 30" Boring and Casing 200 LF $465 93,000 3 Pavement Repair 3,500 LF $50 175,000 SUBTOTAL: $822,210 CONTINGENCY 20% $164,450 SUBTOTAL: $986,660 ENG/SURVEY 15% $148,000 SUBTOTAL: $1,134,660 PROJECT TOTAL $1,134,660 City of the Coppell Water CIP Project Description 20-inch water line from Southwestern EST Detailed Description Replacement of existing 12-inch with a 20-inch water line from the Southwestern Elevated Storage Tank UPDATE Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix B  Impact Fee Comparison  Water, Wastewater and Roadway Impact Fee Report City of Coppell  Water and Wastewater Impact Fee per Service Unit Comparison   Water, Wastewater and Roadway Impact Fee Report City of Coppell  Water, Wastewater, and Roadway Impact Fee per Single Family Home Comparison   Water, Wastewater and Roadway Impact Fee Report  City of Coppell    Appendix C  Existing Roadway Inventory    Street From To Length Pavement No. of Traffic Volume Traffic Volume TDP Config(FT) Type Lanes (PM) N/E (PM) S/WPARKWAY BLVDCOPPELL ROAD DENTON TAP ROAD 6210 CONC 4D 254 266 C4DPARKWAY BLVDDENTON TAP ROAD MOORE ROAD 5400 CONC 4D 521 290 C4DPARKWAY BLVDMOORE ROAD SAMUEL BLVD. 1650 CONC 2U 521 290 C2UPARKWAY BLVDSAMUEL BLVD. MACARTHUR BLVD. 3550 CONC 4U 521 290 C4USANDY LAKE ROADCITY LIMIT (WEST) COPPELL ROAD 4980 CONC 4D 312 465 C4D/6SANDY LAKE ROADCOPPELL ROAD DENTON TAP ROAD 5870 CONC 4D 645 682 C2USANDY LAKE ROADDENTON TAP ROAD MACARTHUR BLVD. 10330 CONC 4D 842 903 C4DSANDY LAKE ROADMACARTHUR BLVD. CITY LIMIT (EAST) 4920 CONC 4D 565 1,401 C4D/6BETHEL ROADCITY LIMIT (WEST) FREEPORT PKWY. 6430 CONC 4D 373 328 C2UBETHEL ROADFREEPORT PKWY. DENTON TAP ROAD 5310 ASP 2U 383 345 C2USOUTHWESTERN BLVDFREEPORT PKWY. COPPELL ROAD 1790 CONC 2U 197 154 C4USOUTHWESTERN BLVDCOPPELL ROAD DENTON TAP ROAD 3610 CONC 2U 197 154 C2UBELT LINE ROADCITY LIMIT (SOUTH) SOUTHWESTERN BLVD. 8450 CONC 6D 2281 1175 P6DBELT LINE ROADSOUTHWESTERN BLVD. MACARTHUR BLVD. 12090 CONC 4D 980 633 P6DBELT LINE ROADMACARTHUR BLVD. CITY LIMIT (EAST) 5810 CONC 6D 1031 1320 P6DROYAL LANECITY LIMIT (SOUTH) BETHEL ROAD 2990 CONC 4D 617 560 C4DROYAL LANEBETHEL ROAD SANDY LAKE ROAD 6140 CONC 4D 443 399 C4D/6FREEPORT PKWYIH-635 BETHEL ROAD 6740 CONC 4D 531 1197 C4D/6FREEPORT PKWYBETHEL ROAD RUBY ROAD 3220 CONC 4D 342 152 C4D/6FREEPORT PKWYRUBY ROAD SANDY LAKE ROAD 3940 A/C 2U 758 128 C2UCOPPELL ROADSOUTHWESTERN BLVD. BETHEL ROAD 2140 ASP 2U 202 170 C2UCOPPELL ROADBETHEL ROAD SANDY LAKE ROAD 5360 ASP 2U 202 170 C2UDENTON TAP ROADSOUTHWESTERN BLVD. SANDY LAKE ROAD 7860 CONC 6D 2315 847 P6DDENTON TAP ROADSANDY LAKE ROAD CITY LIMIT (NORTH) 6020 CONC 6D 2162 1100 P6DMACARTHUR BLVDBELT LINE ROAD N. OF RIVERCHASE 1565 CONC 6D 1,419 745 C4DMACARTHUR BLVDN. OF RIVERCHASE SANDY LAKE ROAD 4940 CONC 4D 1,419 745 C4DMACARTHUR BLVDSANDY LAKE ROAD CITY LIMIT (NORTH) 10000 CONC 4D 1,293 623 C4DCoppell Roadway Impact Fees 2011Existing Roadway Inventory Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix D  Existing Roadway Capacity, Demand, Excess  Capacity and Deficiencies    Year 2011 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 309 17,282 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 94 3,157 *Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,369 53,138 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,063 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 34 535 Residential Low Density 3.90 DU 2 2,755 21,506 Parks and Open Space 0.38 Acres 1 905 340 Total 6,144 116,541 * Assumed 77% of the existing developed non-residential is industrial Year 2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 480 26,781 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 689 23,085 Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,578 61,267 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,074 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 512 7,993 Residential Low Density 3.90 DU 2 2,756 21,509 Parks and Open Space 0.38 Acres 1 1,183 445 Total 7,875 161,674 Difference 2011-2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 170 9,499 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 595 19,929 Light Industrial 2.55 1000 sq.ft. GFA 15.24 209 8,129 Public Institutional 1.72 1000 sq.ft. GFA 15.24 011 Residential Residential High Density 2.60 DU 16 00 Residential Medium Density 3.90 DU 4 478 7,458 Residential Low Density 3.90 DU 2 00 Parks and Open Space 0.38 Acres 1 279 105 Total 1,731 45,131 ACRES TO UNIT OF TRIP GENERATION CONVERSION FACTORS Number of Dwelling Units per Acre Notes: (High Density)16 units per acre 1 See Average Land Use Trip Calculations 2 See Trip Generation Conversion Factors Number of Dwelling Units per Acre 3 Calculated by multiplying the Total Service Units by the No. of units (Medium Density) 4 units per acre per Acres by the Acres provided in the land use assumptions 4 Reduce the Freeway Commercial/Office/Retail by 40%. Number of Dwelling Units per Acre The 40% represents the number of trips added to the (Low Density) 2 units per acre Freeway system and not the Coppell Roadway System Gross Floor Area per Acre (Commercial) 25% coverage 10.89* sq ft per acre Gross Floor Area per Acre (Light Industrial) 35% coverage 15.24* sq ft per acre Gross Floor Area per Acre (Public Institutional) 35% coverage 15.24* sq ft per acre *all #'s are for 1,000 square feet INCREASE IN VEH-MILES Projected Vehicle Miles of New Demand YEAR 2011 (EXISTING) YEAR 2021 (PROJECTED) Freese and Nichols, Inc. 4055 International Plaza, Ste. 200 Fort Worth, Texas 76109-4895 Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix E  Projected Vehicle‐Miles of New Demand    Year 2011 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 309 17,282 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 94 3,157 *Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,369 53,138 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,063 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 34 535 Residential Low Density 3.90 DU 2 2,755 21,506 Parks and Open Space 0.38 Acres 1 905 340 Total 6,144 116,541 * Assumed 77% of the existing developed non-residential is industrial Year 2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 480 26,781 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 689 23,085 Light Industrial 2.55 1000 sq.ft. GFA 15.24 1,578 61,267 Public Institutional 1.72 1000 sq.ft. GFA 15.24 497 13,074 Residential Residential High Density 2.60 DU 16 181 7,521 Residential Medium Density 3.90 DU 4 512 7,993 Residential Low Density 3.90 DU 2 2,756 21,509 Parks and Open Space 0.38 Acres 1 1,183 445 Total 7,875 161,674 Difference 2011-2021 TOTAL SERVICE UNITS1 Unit of Trip No. of Land Use (Veh-Mi/Dev Unit) Generation Units per Acre2 Acres Veh-Mile3 Commercial Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 170 9,499 4Freeway Commercial/Office/Retail 5.13 1000 sq.ft. GFA 10.89 595 19,929 Light Industrial 2.55 1000 sq.ft. GFA 15.24 209 8,129 Public Institutional 1.72 1000 sq.ft. GFA 15.24 011 Residential Residential High Density 2.60 DU 16 00 Residential Medium Density 3.90 DU 4 478 7,458 Residential Low Density 3.90 DU 2 00 Parks and Open Space 0.38 Acres 1 279 105 Total 1,731 45,131 ACRES TO UNIT OF TRIP GENERATION CONVERSION FACTORS Number of Dwelling Units per Acre Notes: (High Density)16 units per acre 1 See Average Land Use Trip Calculations 2 See Trip Generation Conversion Factors Number of Dwelling Units per Acre 3 Calculated by multiplying the Total Service Units by the No. of units (Medium Density) 4 units per acre per Acres by the Acres provided in the land use assumptions 4 Reduce the Freeway Commercial/Office/Retail by 40%. Number of Dwelling Units per Acre The 40% represents the number of trips added to the (Low Density) 2 units per acre Freeway system and not the Coppell Roadway System Gross Floor Area per Acre (Commercial) 25% coverage 10.89* sq ft per acre Gross Floor Area per Acre (Light Industrial) 35% coverage 15.24* sq ft per acre Gross Floor Area per Acre (Public Institutional) 35% coverage 15.24* sq ft per acre *all #'s are for 1,000 square feet INCREASE IN VEH-MILES Projected Vehicle Miles of New Demand YEAR 2011 (EXISTING) YEAR 2021 (PROJECTED) Freese and Nichols, Inc. 4055 International Plaza, Ste. 200 Fort Worth, Texas 76109-4895 Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix F  Engineer’s Opinion of Probable Construction  Cost     OPINION OF PROBABLE CONSTRUCTION COST SCHEMATIC DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE II (COPPELL ROAD NORTH TO DENTON TAP ROAD) DATE: APRIL 2004 ITEM NO. DESCRIPTION OF ITEMS QUANTITY UNIT UNIT COST TOTAL PAVING IMPROVEMENTS 1 RIGHT-OF-WAY PREPARATION 7820 STA $25.00 $195,500 2 MOBILIZATION 1 LS $200,000.00 $200,000 3 CONCRETE REMOVAL 5000 SY $5.00 $25,000 4 HMAC REMOVAL 17100 SY $5.00 $85,500 5 UNCLASSIFIED STREET EXCAVATION 50000 CY $6.00 $300,000 6 8" CEMENT STABLIZED SUBGRADE 44000 SY $1.85 $81,400 7 CEMENT STABLIZATION (42#/SY) 924 TON $85.00 $78,540 8 8" REINFORCED CONCRETE PAVEMENT 42400 SY $27.50 $1,166,000 9 8" ENHANCED PAVEMENT 1500 SY $100.00 $150,000 10 REMOVE 6" HMAC PAVEMENT TRANSITION 1450 SY $5.00 $7,250 11 STEPPED BLOCK RETAINING WALLS 750 SF $25.00 $18,750 12 6" REINFORCED CONCRETE DRIVEWAY 800 SY $30.00 $24,000 13 PVC CONDUIT 5800 LF $10.00 $58,000 14 PAVEMENT MARKINGS AND SIGNAGE 1 LS $80,000.00 $80,000 15 BARRICADES, SIGNS & TRAFFIC CONTROL 1 LS $200,000.00 $200,000 16 EROSION CONTROL 1 LS $50,000.00 $50,000 17 10' BIKE PATH 53100 SF $3.50 $185,850 18 5' SIDEWALK 25650 SF $3.00 $76,950 19 STREET LIGHT FOUNDATION 60 EA $2,000.00 $120,000 20 RESTORE PARKWAYS 7820 STA $20.00 $156,400 21 RESTORE/RECONSTRUCT EXISTING IRRIGATION 1 LS $30,000.00 $30,000 SUBTOTAL PAVING $3,289,140 BRIDGE IMPROVEMENTS 1 DEMO EXISTING BRIDGE 1 EA $35,000.00 $35,000 2 FLEXIBLE BASE 280 CY $50.00 $14,000 3 18" DRILL PIERS 152 LF $60.00 $9,120 4 30" DRILLED PIERS 375 LF $90.00 $33,750 5 CONCRETE ABUTMENTS 105 CY $550.00 $57,750 6 CONCRETE BENTS 83 CY $600.00 $49,800 7 8" THICK BRIDGE DECK 13004 SF $12.00 $156,048 8 EXPOXY WATERPROOFING 3650 SF $1.00 $3,650 9 CONCRETE SURFACE TREATMENT 12716 SF $1.50 $19,074 10 TYPE C PRESTRESSED CONCRETE GIRDERS 1581 LF $70.00 $110,670 11 CONCRETRE RIP-RAP 175 CY $250.00 $43,750 12 STRUCTURAL STEEL - ARMOR JOINT 6400 LB $4.00 $25,600 13 SPECIAL TRAFFIC / PEDESTRIAN RAIL 193 LF $125.00 $24,125 14 SPECIAL TRAFFIC / BICYCLE RAIL 386 LF $140.00 $54,040 15 CONCRETE APPROACH SLABS 144 CY $250.00 $36,000 16 METAL BEAM GUARD FENCE 400 LF $25.00 $10,000 17 ELECTRICAL CONDUIT 880 LF $3.00 $2,640 18 LIGHT STANDARDS 4 EA $1,500.00 $6,000 19 ENHANCED PAVEMENT 2175 SF $5.00 $10,875 SUBTOTAL BRIDGE $701,892 WATER IMPROVEMENTS 1 RELOCATE / ADJUST 24" WATER LINE 700 LF $150.00 $105,000 2 RELOCATE MISC. WATER (HYDRANTS, VALVES, ETC) 1 LS $50,000.00 $50,000 SUBTOTAL WATER $155,000 SANITARY SEWER IMPROVEMENTS 1 8" SS LINE 230 LF $100.00 $23,000 2 ADJUST MH & MISC. 1 LS $10,000.00 $10,000 SUBTOTAL SANITARY SEWER $33,000 UTILITY ADJUSTMENTS 1 RELOCATE TXU OVERHEAD TRASMISSION POLES 4 EA $10,000.00 $40,000 SUBTOTAL UTILITY ADJUSTMENT $40,000 STORM DRAIN IMPROVEMENTS 1 DEMO RCP STORM DRAIN 849 LF $7.50 $6,368 2 DEMO HEADWALLS 6 EA $500.00 $3,000 3 CONNECT TO EXISTING RCP 7 EA $400.00 $2,800 4 CONNECT TO EXISTING 10x8 RCB 1 EA $1,500.00 $1,500 5 5'X3' RCB 385 LF $215.00 $82,775 6 6'X3' RCB 190 LF $225.00 $42,750 7 6'X4' RCB 440 LF $230.00 $101,200 8 9'X6' RCB 130 LF $300.00 $39,000 9 10'X8' RCB 50 LF $360.00 $18,000 10 48" CLASS III RCP 240 LF $100.00 $24,000 11 42" CLASS III RCP 110 LF $95.00 $10,450 12 39" CLASS III RCP 85 LF $90.00 $7,650 13 36" CLASS III RCP 440 LF $70.00 $30,800 14 33" CLASS III RCP 275 LF $65.00 $17,875 15 30" CLASS III RCP 185 LF $60.00 $11,100 16 27" CLASS III RCP 50 LF $55.00 $2,750 17 24" CLASS III RCP 665 LF $50.00 $33,250 18 21" CLASS III RCP 455 LF $45.00 $20,475 19 18" CLASS III RCP 900 LF $40.00 $36,000 20 10' RECESSED CURB INLET 6 EA $2,500.00 $15,000 21 12' RECESSED CURB INLET 5 EA $2,750.00 $13,750 22 14' RECESSED CURB INLET 5 EA $3,000.00 $15,000 23 20' RECESSED CURB INLET 5 EA $3,500.00 $17,500 24 4' COMBINATION INLET 1 EA $2,500.00 $2,500 25 6x6 DROP INLET 1 EA $5,000.00 $5,000 26 6' SQUARE MANHOLE 2 EA $5,000.00 $10,000 27 5' SQUARE MANHOLE 1 EA $4,000.00 $4,000 28 4' SQUARE MANHOLE 7 EA $3,000.00 $21,000 29 TRENCH SAFETY 4600 LF $2.00 $9,200 30 WINGWALL FOR MBC 9x6 1 EA $10,000.00 $10,000 SUBTOTAL DRAINAGE $614,693 TRAFFIC SIGNAL IMPROVEMENT 1 SIGNALIZATION FOR 2 INTERSECTIONS 1 LS $155,000.00 $155,000 SUBTOTAL SIGNALIZATION $155,000 LANDSCAPING / IRRIGATION 1 WEST SANDY LAKE ROAD 1 LS $500,000.00 $500,000 2 404 MITIGATION 1 LS $50,000.00 $50,000 SUBTOTAL LANDSCAPING $550,000 OPINION OF PROBABLE CONSTRUCTION COST SCHEMATIC DESIGN PHASE TEAGUE NALL AND PERKINS, INC. CONSULTING ENGINEERS CLIENT: CITY OF COPPELL DESCRIPTION: WEST SANDY LAKE ROAD - PHASE II (COPPELL ROAD NORTH TO DENTON TAP ROAD) DATE: APRIL 2004 COST OPINION SUMMARY-PHASE II I PAVING IMPROVEMENTS $3,289,140 II BRIDGE IMPROVEMENTS $701,892 III WATER IMPROVEMENTS $155,000 IV SANITARY SEWER IMPROVEMENTS $33,000 V UTILITY ADJUSTMENTS $40,000 VI STORM DRAIN IMPROVEMENTS $614,693 VII TRAFFIC SIGNAL IMPROVEMENTS $155,000 VIII LANDSCAPING IMPROVEMENTS $550,000 SUBTOTAL $5,538,725 CONTINGENCY (10%) $553,870 CONSTRUCTION TOTAL $6,093,000 FLOODPLAIN/ENVIRONMENTAL APPLICATION FEES $9,000 PROJECT TOTAL $6,102,000 Roadway Description:Quantity Unit Roadway Length 3,400 LF Right-of-Way Width 110 FT Roadway Width (BOC - BOC) 66 FT Undivided Roadway = 1 , Divided Roadway = 2 2 Item No. Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization (5% of Construction Cost) 1 LS $100,000.00 $100,000 2 Right of Way Preparation 10 ACRE $2,000.00 $20,000 3 Unclassified Street Excavation or Embankment 8,400 CY $10.00 $84,000 4 8" Reinforced Concrete Pavement 27,500 SY $28.00 $770,000 5 8" Lime or Cement Stabilized Subgrade 28,300 SY $4.00 $113,200 6 Lime or Cement for Stabilization (40lbs/SY) 600 TON $100.00 $60,000 7 6" Monolithic Curb 15,000 LF $5.00 $75,000 8 Sidewalk and Ramps 34,000 SF $4.00 $136,000 9 Drainage Improvements (RCP, Inlets, MH, Outfalls) 1 LS $251,640.00 $251,640 10 Traffic Signals 1 LS $120,000.00 $120,000 11 Hydromulching 13,600 SY $1.00 $13,600 12 Top Soil 13,600 SY $2.00 $27,200 13 Pavement Markings & Signage 13,600 LF $1.00 $13,600 14 Traffic Control 1 LS $33,000.00 $33,000 15 Erosion Control 1 LS $20,000.00 $20,000 16 Landscaping and Irrigation 1 LS $65,000.00 $65,000 17 Lighting (Foundations, Poles, Conduit, Conductors) 30 EA $4,000.00 $120,000 Subtotal Construction Cost Estimate $2,022,300 Contingency 20% $404,500 Total Construction Cost Estimate $2,426,800 Right-of-Way Cost 374,000 SF $4.00 $1,496,000.00 Engineering Services (15% of Construction Cost) 15.0%$364,100.00 Surveying Services (3% of Construction Cost)3.0%$72,900.00 Geotechnical Services (1% of Construction Cost) 1.0%$24,300.00 Testing (1% of Construction Cost) 1.0%$24,300.00 *Total Capital Cost (Based on Unit Prices for Nov. 2011) $4,409,000.00 *Total Capital Cost Per Foot $1,300.00 *Future Capital Cost (Based on 3% Inflation for 10 years) $5,926,000.00 *This estimate does not include Legal, Administration, or Financial Cost Note: The city is only responsible for 20% of cost 6-Lane Divided Principal Arterial from SH 121 to Sandy Lake Road Date Performed: 11/28/11 City of Coppell, Texas Conceptual Engineer's Opinion of Probable Construction Cost Estimate Freeport Parkway Project Summary: Roadway Description:Quantity Unit Roadway Length 4,050 LF Right-of-Way Width 95 FT Roadway Width (BOC - BOC) 50 FT Undivided Roadway = 1 , Divided Roadway = 2 2 Item No. Item Description Quantity Unit Unit Cost Total Cost 1 Mobilization (5% of Construction Cost) 1 LS $160,000.00 $160,000 2 Right of Way Preparation 10 ACRE $2,000.00 $20,000 3 Pavement Removal 12,400 SY $8.00 $99,200 4 Unclassified Street Excavation or Embankment 7,500 CY $10.00 $75,000 5 8" Reinforced Concrete Pavement 24,800 SY $28.00 $694,400 6 8" Lime or Cement Stabilized Subgrade 25,800 SY $4.00 $103,200 7 Lime or Cement for Stabilization (40lbs/SY) 600 TON $100.00 $60,000 8 6" Monolithic Curb 17,900 LF $5.00 $89,500 9 Sidewalk and Ramps 40,500 SF $4.00 $162,000 10 Bridge 1 LS $1,300,000.00 $1,300,000 11 Drainage Improvements (RCP, Inlets, MH, Outfalls) 1 LS $261,000.00 $261,000 12 Traffic Signals 1 LS $120,000.00 $120,000 13 Hydromulching 16,700 SY $1.00 $16,700 14 Top Soil 16,700 SY $2.00 $33,400 15 Pavement Markings & Signage 16,200 LF $1.00 $16,200 16 Traffic Control 1 LS $39,000.00 $39,000 17 Erosion Control 1 LS $24,000.00 $24,000 18 Landscaping and Irrigation 1 LS $30,000.00 $30,000 19 Lighting (Foundations, Poles, Conduit, Conductors) 0 EA $4,000.00 $0 Subtotal Construction Cost Estimate $3,303,600 Contingency 20% $660,800 Total Construction Cost Estimate $3,964,400 Right-of-Way Cost 45,000 SF $4.00 $180,000.00 Engineering Services (15% of Construction Cost) 15.0%$594,700.00 Surveying Services (3% of Construction Cost)3.0%$119,000.00 Geotechnical Services (1% of Construction Cost) 1.0%$39,700.00 Testing (1% of Construction Cost) 1.0%$39,700.00 *Total Capital Cost (Based on Unit Prices for Nov. 2011) $4,938,000.00 *Total Capital Cost Per Foot $1,220.00 *Future Capital Cost (Based on 3% Inflation for 10 years) $6,637,000.00 *This estimate does not include Legal, Administration, or Financial Cost Note: The city is only responsible for 20% of cost 4-Lane Divided Local Arterial from Ruby Rd to Sandy Lake Rd Date Performed: 11/28/11 City of Coppell, Texas Conceptual Engineer's Opinion of Probable Construction Cost Estimate Freeport Parkway Project Summary: Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix G  Roadway Improvements Plan Project CIP  Service Units of Supply    Length Length Lanes Type Veh-MiProject Roadway From To (Feet) (Mile) Capacity % in Veh-Mi Veh-Mi Excess Total TotalPk-Hr A B Service Total Total Capacity Project Project Per lane Northbound Southbound Area Supply Demand Peak-Hour Cost CostEastbound Westbound Peak-Hour Peak-Hour Veh-Mi w/ FinancingRECOUPEMENT PROJECTS1* SANDY LAKE ROAD CITY LIMIT (WEST) COPPELL ROAD 4980 0.94 4 C4D 625 312 465 100% 2,358 733 1,625 $4,697,908 $6,296,0002* SANDY LAKE ROAD MACARTHUR BLVD CITY LIMIT (EAST) 4920 0.93 4 C4D 625 565 1,401 100% 2,330 1,832 498 $5,193,720 $6,960,0003* BETHEL ROAD CITY LIMIT (WEST) FREEPORT PKWY 6430 1.22 4 C4D 625 373 328 100% 3,045 853 2,192 $7,280,321 $9,756,0004* SOUTHWESTERN BLVD COPPELL ROAD DENTON TAP ROAD 1500 0.28 4 C4U 440 197 154 100% 500 100 400 $1,204,349 $1,614,0005* MACARTHUR BLVD. BETHEL SCHOOL ROAD BELT LINE ROAD 2630 0.50 6 P6D 700 1,419 745 100% 2,092 1,078 1,014 $325,394 $437,000EXPANSION PROJECTS6* SANDY LAKE ROAD COPPELL ROAD DENTON TAP ROAD 5870 1.11 4 C4D 625 645 682 100% 2,779 1,475 1,304 $6,102,000 $8,177,0007** FREEPORT PKWY SH 121 SANDY LAKE ROAD 3170 0.60 6 P6D 700 0 0 100% 2,522 0 2,522 $881,800 $1,182,0008** FREEPORT PKWY RUBY ROAD SANDY LAKE ROAD 3940 0.75 4 C4D 625 758 128 100% 1,866 661 1,204 $987,600 $1,324,000Subtotal6.33 17,491 6,732 10,759 $26,673,091 $35,746,000Hourly Vehicle-MileCapacity per LaneMile of Roadway Facility Roadway Facility Type Designation for LOS "C/D"Principal Arterial - Divided P6D 700Divided Local Arterials C4D 625Undivided Collectors - 4 lane C4U 440Undivided Collectors - 2 Lane C2U 350 PM Peak-Hour VolumeDirectionCoppell Roadway Impact Fee - 2011Roadway Improvements Plan ProjectCIP Service Units of Supply Water, Wastewater and Roadway Impact Fee Report  City of Coppell  Appendix H  Land Use Vehicle‐Mile Equivalency Table      LAND USE ITE Land Use1ITE Land Use Development Trip Generation No. of Pass By Diverted Average Average Land Use Trip NCTCOG5 1/2 Trip Average Total Service UnitsCode UnitRate2StudiesRate3Trips4Trip Rate Rate with deductions Trip Length LengthTrip Length6(Veh-Mi/Dev Unit)7Commercial / Office / RetailGeneral Office 710 1000 sq. ft. 1.49 235 0 0 9.60 4.80Medical-Dental Office 720 1000 sq. ft. 3.46 43 0 0 9.60 4.80Electronic Superstore 863 1000 sq. ft. 4.5 3 0.4 0.33 3.90 1.95Pharmacy with drive thru 881 1000 sq. ft. 10.35 19 0.49 0.13 1.50 0.75Toy Superstore 864 1000 sq. ft. 4.99 2 0 0 4.30 2.15Specialty Retail Center 814 1000 sq. ft. 2.71 5 0 0 3.10 1.55Free standing Discount Superstore 813 1000 sq. ft. 4.61 64 0.28 0 3.80 1.90Apparel Store 876 1000 sq. ft. 3.83 7 0 0 3.10 1.55Resturant 932 1000 sq. ft. 11.15 46 0.43 0.17 3.80 1.90Shopping Center 820 1000 sq. ft. 3.73 412 0.34 0.19 6.40 3.20Super market 850 1000 sq. ft. 10.5 40 0.36 0.31 2.10 1.05Fast food with drive thru 934 1000 sq. ft. 33.84 118 0.49 0.11 4.30 2.15Automotive Care Center 942 1000 sq. ft. 3.38 5 0 0 4.50 2.25Hotel 310 Rooms 0.59 25 0 0 6.40 3.20Bank with Drive Thru 912 1000 sq. ft. 25.82 71 0.47 0.26 2.50 1.25Home Improvement Superstore 862 1000 sq. ft. 2.37 39 0.48 0.09 3.90 1.95Auto Parts Sales 843 1000 sq. ft. 5.98 5 0.43 0.13 2.30 1.15Garden Center 817 1000 sq. ft. 3.8 12 0 0 3.10 1.55Arts and Crafts Store 879 1000 sq. ft. 6.21 2 0 0 2.30 1.15Convenience Market with Gasoline Pu853 Fueling Positions 19.07 54 0.66 0.18 1.80 0.90Furniture Store 890 1000 sq. ft. 0.45 19 0.53 0.16 4.80 2.40Discount Club 857 1000 sq. ft. 4.24 25 0 0 4.00 2.52 2.30 1.15 2.035.13Light IndustrialGeneral Light Industrial 110 1000 sq. ft. 0.97 27 0 0 6.60 3.30Industrial Park 130 1000 sq. ft. 0.86 42 0 0 6.60 3.30Manufacturing 140 1000 sq. ft. 0.73 56 0 0 6.60 3.30Mini Warehouse (Self Storage) 151 1000 sq. ft. 0.26 13 0 0 6.60 3.30Utilities 170 1000 sq. ft. 0.76 3 0 0 0.77 0.77 6.60 3.30 3.302.55Public Institutional Middle/Jr high school 522 1000 sq. ft. 1.19 9 0 0 4.20 2.10Private School (K-8) 534 Students 0.6 8 0 0 4.20 2.10High School 530 1000 sq. ft. 0.97 22 0 0 4.20 2.10Day Care Center 565 Students 0.82 71 0 0 4.20 2.10Jr. / Community College 540 Students 0.12 5 0 0 6.00 3.00Church 560 1000 sq. ft. 0.55 12 0 0 0.81 0.81 2.90 1.45 2.141.72Residential - High DensityApartment 220 DU 0.62 90 0 0 0.62 0.62 8.40 4.20 4.202.60Residential - Medium/Low DensitySingle-family detached housing 210 DU 1.01 314 0 0 8.40 4.20Residential Condominium / Townhous230 DU 0.52 62 0 0 0.93 0.93 8.40 4.20 4.203.90Parks and Open SpaceCity Park 411 acres 0.16 3 0 0 0.16 0.16 4.70 2.35 2.350.38Notes:1 Source ITE Trip Generation Manual 8th Edition2 Average number of PM peak hour trips per development unit3 Source Trip Generation Handbook, 2nd Edition4 Source Trip Generation Handbook, 2nd Edition5 Source NCTCOG 1984 & 1994 Workplace Survey and 2001 National Household Travel Survey6 Minimum average value of 1/2 trip length or 6 miles7 Calculated by multiplying the average trip length by the average trip rate w/ deductions CITY OF COPPELLAVERAGE LAND USE TRIP CALCULATIONS MEMORANDUM TO: Mayor and City Council VIA: Ken Griffin, P.E., Director of Engineering/Public Works FROM: Michael Garza, E.I.T., Graduate Engineer DATE: April 10, 2012 REF: Consider approval of an Engineering Services Contract with Teague, Nall, and Perkins, Inc. to provide professional engineering and design services for the Freeport Parkway Infrastructure Improvements (from West Sandy Lake Road to SH 121), Project #ST 05-02B; for a total maximum fee of $514,500; as provided for in CIP and RTR funds; and authorizing the City Manager to sign and execute any necessary documents. The agenda item this evening is to award a design contract to Teague, Nall, and Perkins, Inc. for the design of Freeport Parkway from West Sandy Lake Road to SH 121. The design of Freeport Parkway will have several challenges that will need certain expertise. This engineering firm has significant experience in municipal projects. They were the design engineer for the completed portion of West Sandy Lake Road and are currently designing South Freeport from Ruby Rd. to Sandy Lake Rd. We are confident that this firm and their staff assigned to the project will do a quality job and complete the design in a timely manner. This portion of Freeport Parkway will be a 6-lane divided thoroughfare within 110’ of right of way that is on the Callejo Property. This project will improve drainage and extend water and sewer lines where none exist today. It will also contain a 10’ hike and bike trail. Staff recommends approval of entering into a contract with Teague, Nall, and Perkins, Inc. in the amount of $514,500.00 for the design of improvements for Freeport Parkway from West Sandy Lake Road to SH 121. Staff will be available to answer questions at the Council meeting. Proposed Freeport Parkway Extension, City of Coppell Project ST05-02B Created in Civil 3D 1 INCH = 1 MILE 0 1/2 1 Sheet 1/2 S:\CAD\In_Design\ST05-02A FREEPORT PARKWAY\dwg\PROJECT EXHIBITS.dwg \ST05-02B Created on: 4 April 2012 by Scott Latta 1 INCH = FT. 0 500 500 250 Proposed Freeport Parkway Extension, City of Coppell Project ST05-02B Created in Civil 3DS:\CAD\In_Design\ST05-02A FREEPORT PARKWAY\dwg\PROJECT EXHIBITS.dwg \ST05-02B Created on: 4 April 2012 by Scott Latta PROPOSED PROJECT LIMITS Sheet 2/2 CITY OF COPPELL CONSULTING ENGINEERS CONTRACT STATE OF TEXAS § KNOW ALL BY THESE PRESENTS § CITY OF COPPELL § THIS ENGINEERING SERVICES CONTRACT, hereinafter referred to as "Contract," made, entered into and executed this the _______day of ______________, 2012, by and between the City of Coppell acting by and through the City Manager with approval of the City Council hereinafter referred to as "City", and Teague Nall & Perkins, Inc., hereinafter referred to as "Engineer". WITNESSETH WHEREAS, the City desires to contract for Professional Engineering Services, hereinafter referred to as "Services", in connection with the FREEPORT PARKWAY PHASE B IMPROVEMENTS (from W. SANDY LAKE RD. to STATE HIGHWAY 121.) PROJECT #ST 05-02 B hereinafter referred to as the "Project"; and WHEREAS, the Engineer is acceptable to the City and is willing to enter into a Contract with the City to perform the hereinafter defined Services necessary to complete the Project; and WHEREAS, said Services shall be as defined herein and in the detailed Basic Services, Attachment A, and Special Services, incorporated herein by attachment and by reference; and WHEREAS, this contract shall be administered on behalf of the City by its City Engineer or his duly authorized representative. The Engineer shall fully comply with any and all instructions from said City Engineer. Page 2 AGREEMENT NOW, THEREFORE, the City and the Engineer, in consideration of the mutual covenants and agreements herein contained, do mutually agree as follows: The City agrees to retain the Engineer, and the Engineer agrees to provide Services in connection with the Project as defined herein, and for having rendered such Services the City agrees to pay to the Engineer fee for these Services as mutually agreed. All Services under this Contract shall be performed under the direct supervision of the City Engineer. 1. Scope of Services, A. Basic Services Parts A, B, & C: The work tasks and activities to be performed and deliverable to be provided by the Engineer shall be in accordance with Attachment A, Scope of Services, including modifications to the Basic Services as mutually agreed to by the City and the Engineer in accordance with the provisions of this Contract. B. Additional Services Not Included In Basic Services: When mutually agreed to in writing by the City and the Engineer, the Additional Services shall be provided by the Engineer. These Additional Services are not included as a part of Basic Services and shall be paid for by the City in addition to payment for Basic Services. Should it be determined that one or more of the requirements of this Contract conflict with the requirements of the Scope of Services, including modifications to the Scope of Services or any attachments to this contract; the requirement of the Contract shall govern. 2. Progress Schedule. Within ten (10) days after receiving Notice to Proceed (NTP) the Engineer shall submit to the City a Schedule of Services consisting of a listing of the major Project tasks, the estimated consultant hours required to perform the tasks, the percentage of the Contract budget estimated to be allocated to each task and a bar chart schedule showing task beginning and completion dates. Significant milestones for the Project shall be identified. At a minimum, milestones shall be provided for the three design submittals described in Attachment A, Scope of Services: Conceptual Design Submittal, Preliminary Design Submittal, and Final Plans, Specifications, and Estimate (PS&E) Submittal. Based on Schedule of Services, the City shall compile Attachment D, Project Schedule which shall become a part of this Contract upon approval of the Engineer and the City. The Engineer shall provide to the City information to report and monitor the design tasks within the Project Schedule by completing a "Design Progress Report" on a form provided by the City. The Engineer shall complete and provide to the City said report at two week intervals. Page 3 3. Compensation. A. Basic Services Part I Fee: The Engineer shall be paid a fee for Basic Services Part I under this Contract pursuant to the Fee Schedule described in Attachment A, Scope of Services. Basic Services Part I Fee shall not exceed the lump sum of Three Hundred Ninety Thousand Dollars ($390,000.00) provided, however, that modifications to the Basic Services Part I, or other conditions defined herein may necessitate a change of Fee which shall be reduced to writing and approved by the City or its designee. B. Additional Services Fee as Attached: The Engineer should be paid a fee under this contract for services pursuant to the Fee Schedule described in Attachment A, Scope of Services. Additional Services Fee shall not exceed the lump sum of One Hundred Twenty Four Thousand Five Hundred Dollars ($124,500.00). C. Total Maximum Fee: Total Maximum Fee for this Contract shall be a lump sum of Five Hundred Fourteen Thousand Five Hundred Dollars ($514,500.00). D. Invoices: The Engineer shall submit invoices at not less than thirty (30) calendar days for Basic Services Part I and/or Basic Services Part II on or before the twenty fifth (25th) calendar day of the month, or the preceding business day if the twenty fifth occurs on a weekend and/or observed holiday. Payment shall be based on the invoices submitted to the City, provided that Services completed as indicated in the Design Progress Reports approved by the City equals or exceeds the increment percentage requested on the Engineer's invoices. Engineer's invoices to City shall provide complete information and documentation to substantiate Engineer's charges and shall be in a form to be specified by the City Engineer. Should additional documentation be requested by the City Engineer, the Engineer shall comply promptly with such request. E. Payments: All payments to Engineer shall be made on the basis of the invoices submitted by the Engineer and approved by the City. Following approval of invoices, City shall endeavor to pay Engineer promptly, however, under no circumstances shall Engineer be entitled to receive interest on amounts due. The City, in compliance with Texas State law, shall process a maximum of one payment to the Engineer per month. City reserves the right to correct any error that may be discovered in any invoice whether paid to the Engineer or not, and to withhold the funds requested by the Engineer relative to the error. 4. Fee Increases. Any other provision in this Contract notwithstanding, it is specifically understood and agreed that the Engineer shall not be authorized to undertake any Services Page 4 pursuant to this Contract requiring the payment of any fee, expense or reimbursement in addition to the fees stipulated in Article 3 of this Contract, without having first obtained specific written authorization from the City. The written authorization for additional Services shall be in the form of a Modification to the Scope of Services approved by the City Engineer and/or the City Council, if required. 5. Modifications to the Scope of Services. Either the Engineer or the City Engineer may initiate a written request for a Modification to the Scope of Services when in the opinion of the requesting Party, the needs and conditions of the Project warrant a modification. Upon the receipt of a request by either Party, the Engineer and the City Engineer shall review the conditions associated with the request and determine the necessity of a modification. When the Parties agree that a modification is warranted, the Engineer and the City Engineer shall negotiate the specific modification(s) and any changes in the Total Maximum Fee or Project Schedule resulting from the modification(s). Approval of a modification shall be in the form of a written Modification to the Scope of Services which clearly defines the changes to the previously approved Scope of Services, Fee and/or Project Schedule. Said written Modification shall be approved by Engineer, authorized by the City Council, if required, and issued by the City Engineer. Issuance of the approved Scope of Services modification shall constitute a notice to proceed with the Project in accordance with the modified Scope of Services. The City Engineer may issue written Modifications to the Scope of Services without prior approval of the City Council when the modifications are to be accomplished within the authorized Total Maximum Fee and do not materially or substantively alter the overall scope of the Project, the Project Schedule or the Services provided by the Engineer. 6. Project Deliverables. For each submittal identified in Attachment A, Scope of Services, the Engineer shall provide the City with one set of reproducibles, one set of bluelines or hard copy and electronic media of the submittal documents. For any required environmental assessment, the Engineer shall provide one set of draft and one set of final Environmental Reports. The Environmental Reports shall be submitted as original reproducibles and on electronic media. The electronic file may omit photographs and government prepared maps. If photographs are included in the report they shall be taken with a 35 mm camera or larger format camera. Color laser copies may be substituted for the original photographs in the final report. A transmittal letter shall be included with the Environmental Reports and shall include an executive summary outlining: a.) Findings of the Reports; b.) Conclusions; c.) Recommendations; and d.) Mitigation/remediation cost estimates. 7. Project Control. It is understood and agreed that all Services shall be performed under the administrative direction of the City Engineer. No Services shall be performed under this Contract until a written Notice to Proceed is issued to the Engineer by the City Engineer. In addition, the Engineer shall not proceed with any Services after the Page 5 completion and delivery to the City of the Conceptual Design Submittal, Preliminary Design Submittal, or the Final PS&E Submittal as described in the Basic Services without written instruction from the City. The Engineer shall not be compensated for any Services performed after the said submittals and before receipt of City's written instruction to proceed. 8. Partnering. The City shall encourage participation in a partnering process that involves the City, Engineer and his or her sub-consultants, and other supporting jurisdictions and/or agencies. This partnering relationship shall begin at the Pre-Design Meeting and continue for the duration of this Contract. By engaging in partnering, the parties do not intend to create a legal partnership, to create additional contractual relationships, or to in any way alter the legal relationship which otherwise exists between the City and the Engineer. The partnering effort shall be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives of partnering are effective and efficient contract performance and completion of the Project within budget, on schedule, in accordance with the Scope of Services, and without litigation. Participation in partnering shall be totally voluntary and all participants shall have equal status. 9. Disputes. The City Engineer shall act as referee in all disputes under the terms of this Contract between the Parties hereto. In the event the City Engineer and the Engineer are unable to reach acceptable resolution of disputes concerning the Scope of Services to be performed under this Contract, the City and the Engineer shall negotiate in good faith toward resolving such disputes. The City Engineer may present unresolved disputes arising under the terms of this Contract to the City Manager or designee. The decision of the City Manager or designee shall be final and binding. An irreconcilable or unresolved dispute shall be considered a violation or breach of contract terms by the Engineer and shall be grounds for termination. Any increased cost incurred by the City arising from such termination shall be paid by the Engineer. 10. Engineer's Seal. The Engineer shall place his Texas Professional Engineers seal on all engineering documents and engineering data prepared under the supervision of the Engineer in the performance of this Contract. 11. Liability. Approval of the Plans, Specifications, and Estimate (PS&E) by the City shall not constitute nor be deemed a release of the responsibility and liability of Engineer, its employees, subcontractors, agents and consultants for the accuracy and competency of their designs, working drawings, tracings, magnetic media and/or computer disks, estimates, specifications, investigations, studies or other documents and work; nor shall such approval be deemed to be an assumption of such responsibility by the City for any defect, error or omission in the design, working drawings, tracings, magnetic media and/or computer disks, estimates specifications, investigations, studies or other documents prepared by Engineer, its employees, subcontractors, agents and consultants. Engineer shall indemnify City for damages resulting from such defects, errors or omissions and Page 6 shall secure, pay for and maintain in force during the term of this Contract sufficient errors and omissions insurance in the amount of $250,000.00 single limit, with certificates evidencing such coverage to be provided to the City. The redesign of any defective work shall be the sole responsibility and expense of the Engineer. Any work constructed, found to be in error because of the Engineer's design, shall be removed, replaced, corrected or otherwise resolved at the sole responsibility and expense of the Engineer. The parties further agree that this liability provision shall meet the requirements of the express negligence rule adopted by the Texas Supreme Court and hereby specifically agree that this provision is conspicuous. 12. Indemnification. Engineer shall indemnify, hold harmless and defend the City of Coppell, its officers, agents and employees from any loss, damage, liability or expense, including attorney fees, on account of damage to property and injuries, including death, to all persons, including employees of Engineer or any associate consultant, which may arise from any errors, omissions or negligent act on the part of Engineer, its employees, agents, consultants or subcontractors, in performance of this Contract, or any breach of any obligation under this Contract. It is further understood that it is not the intention of the parties hereto to create liability for the benefit of third parties, but that this agreement shall be solely for the benefit of the parties hereto and shall not create or grant any rights, contractual or otherwise to any person or entity. The parties further agree that this indemnification provision shall meet the requirements of the express negligence rule adopted by the Texas Supreme Court and hereby specifically agree that this provision is conspicuous. 13. Delays and Failure to Perform. Engineer understands and agrees that time is of the essence and that any failure of the Engineer to complete the Services of this Contract within the agreed Project Schedule shall constitute material breach of this Contract. The Engineer shall be fully responsible for its delays or for failures to use diligent effort in accordance with the terms of this Contract. Where damage is caused to the City due to the Engineer's failure to perform in these circumstances, the City may withhold, to the extent of such damage, Engineer's payments hereunder without waiver of any of City's additional legal rights or remedies. The Engineer shall not be responsible for delays associated with review periods by the City in excess of the agreed Project Schedule. 14. Termination of Contract. It is agreed that the City or the Engineer may cancel or terminate this Contract for convenience upon fifteen (15) days written notice to the other. Immediately upon receipt of notice of such cancellation from either party to the other, all Services being performed under this Contract shall immediately cease. Pending final determination at the end of such fifteen-day period, the Engineer shall be compensated on the basis of the percentage of Services provided prior to the receipt of notice of such termination and indicated in the final Design Progress Report submitted by the Engineer and approved by the City. Page 7 15. Personnel Qualifications. Engineer warrants to the City that all Services provided by Engineer in the performance of this Contract shall be provided by personnel who are appropriately licensed or certified as required by law, and who are competent and qualified in their respective trades or professions. 16. Quality Control. The Engineer agrees to maintain written quality control procedures. The Engineer further agrees to follow those procedures to the extent that, in the Engineer's judgment, the procedures are appropriate under the circumstances. 17. Ownership. All Engineer's designs and work product under this Contract, including but not limited to tracings, drawings, electronic or magnetic media and/or computer disks, estimates, specifications, investigations, studies and other documents, completed or partially completed, shall be the property of the City to be used as City desires, without restriction; and Engineer specifically waives and releases any proprietary rights or ownership claims therein and is relieved of liability connected with any future use by City. Copies may be retained by Engineer. Engineer shall be liable to City for any loss or damage to such documents while they are in the possession of or while being worked upon by the Engineer or anyone connected with the Engineer, including agents, employees, consultants or subcontractors. All documents so lost or damaged while they are in the possession of or while being worked upon by the Engineer shall be replaced or restored by Engineer without cost to the City. 18. Project Records and Right to Audit. The Engineer shall keep, retain and safeguard all records relating to this Contract or work performed hereunder for a minimum period of three (3) years following the Project completion, with full access allowed to authorized representatives of the City upon request for purposes of evaluating compliance with provisions of this Contract. Should the City Engineer determine it necessary, Engineer shall make all its records and books related to this Contract available to City for inspection and auditing purposes. 19. Non-Discrimination. As a condition of this Contract, the Engineer shall take all necessary action to ensure that, in connection with any work under this Contract it shall not discriminate in the treatment or employment of any individual or groups of individuals on the grounds of race, color, religion, national origin, age, sex or physical impairment unrelated to experience, qualifications or job performance, either directly, indirectly or through contractual or other arrangements. 20. Gratuities. City of Coppell policy mandates that employees shall never, under any circumstances, seek or accept, directly or indirectly from any individual doing or seeking to do business with the City of Coppell, loans, services, payments, entertainment, trips, money in any amount, or gifts of any kind. Page 8 21. No Waiver. No action or failure to act on the part of either Party at any time to exercise any rights or remedies pursuant to this Contract shall be a waiver on the part of that Party of any of its rights or remedies at law or contract. 22. Compliance with Laws. The Engineer shall comply with all Federal, State and local laws, statutes, City Ordinances, rules and regulations, and the orders and decrees of any courts, or administrative bodies or tribunal in any matter affecting the performance of this Contract, including without limitation, worker's compensation laws, minimum and maximum salary and wage statutes and regulations, and licensing laws and regulations. When required, Engineer shall furnish the City with satisfactory proof of compliance therewith. 23. Severability. In case one or more of the provisions contained in this Contract shall for any reason be held invalid, illegal, or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provisions hereof and this Contract shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. 24. Venue. With respect to any and all litigation or claims, the laws of the State of Texas shall apply and venue shall reside in Dallas County. 25. Prior Negotiations. This Contract supersedes any and all prior understandings and agreement by and between the Parties with respect to the terms of this Contract and the negotiations preceding execution of this Contract. 26. Contacts. The Engineer shall direct all inquiries from any third party regarding information relating to this Contract to the City Engineer. 27. Notification. All notices to either Party by the other required under this Contract shall be delivered personally or sent by certified U.S. mail, postage prepaid, addressed to such Party at the following respective addresses: City: City of Coppell Engineering Dept. 255 Parkway Blvd Coppell TX 75019 Ken Griffin, P.E., Director of Engineering and Public Works Page 9 Engineer: Teague Nall & Perkins, Inc. 12160 N Abrams Rd. Suite 508 Dallas TX 75243 IN WITNESS WHEREOF, the City of Coppell, Texas and the Engineer has caused these presents to be executed by duly authorized representatives on the day and year set forth above. THE CITY OF COPPELL TEAGUE, NALL & PERKINS, BY: INC. BY: ______________________ ______________________________ City Manager Name & Title Date: __________________ Date:_________________________ ATTEST: ATTEST: _______________________ ______________________________ (CORPORATE SEAL)