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CP 2018-01-23City Council City of Coppell, Texas Meeting Agenda 255 Parkway Boulevard Coppell, Texas 75019-9478 Council Chambers5:30 PMTuesday, January 23, 2018 KAREN HUNT NANCY YINGLING Mayor Mayor Pro Tem CLIFF LONG GARY RODEN Place 1 Place 4 BRIANNA HINOJOSA-FLORES MARVIN FRANKLIN Place 2 Place 6 WES MAYS MARK HILL Place 3 Place 7 MIKE LAND 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 551.072, Texas Government Code - Deliberation regarding Real Property. Discussion regarding the sale or acquisition of real property located in Hunterwood Park. a. Discussion regarding real property located south of east Belt Line and east b. Page 1 City of Coppell, Texas Printed on 1/20/2018 January 23, 2018City Council Meeting Agenda of south Belt Line. Discussion regarding real property located south of Bethel Road and west of Denton Tap. c. 3.Work Session (Open to the Public) 1st Floor Conference Room A.North Texas Emergency Communications Center Presentation. B.Discussion regarding Allies in Community. C.Discussion regarding Agenda items. Memo - NTECC Presentation.pdf Memo - Allies in Community.pdf Attachments: Regular Session 4.Invocation 7:30 p.m. 5.Pledge of Allegiance 6.Presentations Presentation of a Plaque to William “Bill” Rohloff for his years of service to the City of Coppell. Plaque - Bill Rohloff.pdfAttachments: 7.Proclamations Consider approval of a Proclamation recognizing Justin Dodd for receiving the designation of Eagle Scout and authorizing the Mayor to sign. Proclamation - Justin Dodd - Eagle Scout.pdfAttachments: 8.Citizens’ Appearance 9.North Texas Emergency Communications Center Presentation. 10.Consent Agenda a.Consider approval of minutes: January 9, 2018 Minutes - January 9, 2018.pdfAttachments: b.Consider approval of an award of bid No. Q-11118-01 from B & S Fence Company, in the amount of $67,318.00, for the replacement of the outdoor pool fence at The CORE, as budgeted, and authorizing the City Manager to sign the necessary documents. Memo.pdf Bid Tabulation.pdf Attachments: Page 2 City of Coppell, Texas Printed on 1/20/2018 January 23, 2018City Council Meeting Agenda Bid.pdf c.Consider approval of award of a proposal from Sunbelt Pools, in an amount of $90,000, for the replacement of three (3) Ultraviolet Disinfection Systems at The CORE, utilizing Buyboard Cooperative Purchasing Contract No. 451-14, as budgeted; and authorizing the City Manager to execute the necessary documents. Memo.pdf Installation Quote.pdf Attachments: d.Consider approval of the Coppell Community Garden Management Agreement, as budgeted; and authorizing the City Manager to sign the necessary documents. Memo.pdf Agreement.pdf Attachments: e.Consider approval of a professional engineering services agreement with Birkhoff, Hendricks & Carter, L.L.P., to review water, wastewater and roadway system plans, and update impact fees and the impact fee ordinance; for a total amount of $221,600.00; as provided in Roadway Impact fees; and authorizing the City Manager to sign any necessary documents. Impact Fee Memo.pdf 2012 Final Impact Fee Report.pdf Chapter 17 Impact Fees.pdf Impact Fee Plan Agreement.pdf Attachments: f.Consider approval for the purchase and installation of a water mixing system in our ground storage reservoirs and elevated water tower; in the amount of $200,546.00; as budgeted in the Water Utility Fund; and authorizing the City Manager to sign any necessary documents. Water Mixing System Memo.pdf PAX Mixer and WSQ Letter.pdf VP GSR 1 - Proposal.pdf VP GSR 2 - Proposal.pdf Wagon Wheel EST - Proposal.pdf Attachments: g.Consider approval of the purchase of a Hydro Excavation skid mount for the Infrastructure Maintenance Division; in the amount of $149,867.45; utilizing contract pricing through BuyBoard No. 513-16; as budgeted; and authorizing the City Manager to sign any necessary documents. Hydro Excavation Memo.pdf Exhibit A - Hydro Excavation Equipment.pdf Vachunter 500Truck Quote.pdf Attachments: Page 3 City of Coppell, Texas Printed on 1/20/2018 January 23, 2018City Council Meeting Agenda h.Consider approval of CRDC appointment of Officers. Memo - CRDC Officers.pdfAttachments: i.Consider approval of a Resolution ordering the General Municipal Election to be held on May 5, 2018, to elect a Mayor and Councilmembers to Places 2, 4, and 6; and authorizing the Mayor to sign any necessary documents. A considerarse la aprobación de una resolución para convocar a Elecciones Municipales Generales con el fin de elegir a los Concejales que ocuparán los escaños 2, 4, 6 y a un Concejal para fungir como alcalde; el día sábado 5 de mayo de 2018, autorizar al Alcalde a firmar, y ejecutar un Convenio de Elecciones Conjuntas con el Condado de Dallas. Resolution General Election.pdf Resolution General Election Spanish.pdf Attachments: End of Consent Agenda 11.City Manager Reports - Project Updates and Future Agendas 12.Mayor and Council Reports 13.Council Committee Reports concerning items of community involvement with no Council action or deliberation permitted. A.Report on Carrollton/Farmers Branch ISD & LISD - Councilmember Mark Hill B.Report on Coppell ISD - Councilmember Brianna Hinojosa-Flores C.Report on Coppell Seniors - Councilmember Gary Roden/Mayor Pro Tem Nancy Yingling 14.Public Service Announcements concerning items of community interest with no Council action or deliberation permitted. 15.Necessary Action from Executive Session Adjournment ________________________ Karen Selbo Hunt, Mayor Page 4 City of Coppell, Texas Printed on 1/20/2018 January 23, 2018City Council Meeting Agenda 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 ______th day of ______________, 20__, at _____________. ______________________________ Jean Dwinnell, Deputy City Secretary PUBLIC NOTICE - STATEMENT FOR ADA COMPLIANCE AND OPEN CARRY LEGISLATION 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). Pursuant to Section 30.06, Penal Code (trespass by license holder with a concealed handgun), a person licensed under Subchapter H, Chapter 411, Government Code (handgun licensing law), may not enter this property with a concealed handgun. Pursuant to Section 30.07, Penal Code (trespass by license holder with an openly carried handgun), a person licensed under Subchapter H, Chapter 411, Government Code (handgun licensing law), may not enter this property with a handgun that is carried openly. Page 5 City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3753 File ID: Type: Status: 2018-3753 Agenda Item Draft 1Version: Reference: In Control: City Council 01/16/2018File Created: Final Action: Executive Session - Hunterwood ParkFile Name: Title: Discussion regarding the sale or acquisition of real property located in Hunterwood Park. Notes: Agenda Date: 01/23/2018 Agenda Number: a. Sponsors: Enactment Date: Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3753 Title Discussion regarding the sale or acquisition of real property located in Hunterwood Park. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3753) Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3762 File ID: Type: Status: 2018-3762 Agenda Item Draft 1Version: Reference: In Control: City Council 01/17/2018File Created: Final Action: Exec Session - Belt LineFile Name: Title: Discussion regarding real property located south of east Belt Line and east of south Belt Line. Notes: Agenda Date: 01/23/2018 Agenda Number: b. Sponsors: Enactment Date: Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3762 Title Discussion regarding real property located south of east Belt Line and east of south Belt Line. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3762) Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3763 File ID: Type: Status: 2018-3763 Agenda Item Draft 1Version: Reference: In Control: City Council 01/17/2018File Created: Final Action: Exec Session - south of Bethel, west of Denton TapFile Name: Title: Discussion regarding real property located south of Bethel Road and west of Denton Tap. Notes: Agenda Date: 01/23/2018 Agenda Number: c. Sponsors: Enactment Date: Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3763 Title Discussion regarding real property located south of Bethel Road and west of Denton Tap. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3763) Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3760 File ID: Type: Status: 2018-3760 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/16/2018File Created: Final Action: Work SessionFile Name: Title: A.North Texas Emergency Communications Center Presentation. B.Discussion regarding Allies in Community. C.Discussion regarding Agenda items. Notes: Agenda Date: 01/23/2018 Agenda Number: Sponsors: Enactment Date: Memo - NTECC Presentation.pdf, Memo - Allies in Community.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3760 Title A.North Texas Emergency Communications Center Presentation. B.Discussion regarding Allies in Community. C.Discussion regarding Agenda items. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3760) Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3752 File ID: Type: Status: 2018-3752 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/16/2018File Created: Final Action: Plaque Presentation to Bill RohloffFile Name: Title: Presentation of a Plaque to William “Bill” Rohloff for his years of service to the City of Coppell. Notes: Agenda Date: 01/23/2018 Agenda Number: Sponsors: Enactment Date: Plaque - Bill Rohloff.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3752 Title Presentation of a Plaque to William “Bill” Rohloff for his years of service to the City of Coppell. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3752) Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3751 File ID: Type: Status: 2018-3751 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/16/2018File Created: Final Action: Proclamation - Eagle Scout - Justin DoddFile Name: Title: Consider approval of a Proclamation recognizing Justin Dodd for receiving the designation of Eagle Scout and authorizing the Mayor to sign. Notes: Agenda Date: 01/23/2018 Agenda Number: Sponsors: Enactment Date: Proclamation - Justin Dodd - Eagle Scout.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3751 Title Consider approval of a Proclamation recognizing Justin Dodd for receiving the designation of Eagle Scout and authorizing the Mayor to sign. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3751) Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3764 File ID: Type: Status: 2018-3764 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/17/2018File Created: Final Action: NTECC PresentationFile Name: Title: North Texas Emergency Communications Center Presentation. Notes: Agenda Date: 01/23/2018 Agenda Number: 9. Sponsors: Enactment Date: Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3764 Title North Texas Emergency Communications Center Presentation. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3764) Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3756 File ID: Type: Status: 2018-3756 Agenda Item Agenda Ready 1Version: Reference: In Control: City Secretary 01/16/2018File Created: Final Action: Approval of Minutes - January 9, 2018File Name: Title: Consider approval of minutes: January 9, 2018 Notes: Agenda Date: 01/23/2018 Agenda Number: a. Sponsors: Enactment Date: Minutes - January 9, 2018.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3756 Title Consider approval of minutes: January 9, 2018 Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3756) Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2017-3706 File ID: Type: Status: 2017-3706 Agenda Item Agenda Ready 1Version: Reference: In Control: Parks and Recreation 12/20/2017File Created: Final Action: Pool FenceFile Name: Title: Consider approval of an award of bid No. Q-11118-01 from B & S Fence Company, in the amount of $67,318.00, for the replacement of the outdoor pool fence at The CORE, as budgeted, and authorizing the City Manager to sign the necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: b. Sponsors: Enactment Date: Memo.pdf, Bid Tabulation.pdf, Bid.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2017-3706 Title Consider approval of an award of bid No. Q-11118-01 from B & S Fence Company, in the amount of $67,318.00, for the replacement of the outdoor pool fence at The CORE, as budgeted, and authorizing the City Manager to sign the necessary documents. Summary See attached memo. Fiscal Impact: Funds have been identified in the CRDC Special Revenue Fund for this maintenance item. Staff Recommendation: Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2017-3706) The Parks and Recreation Department recommends approval. Goal Icon: Sustainable City Government Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Brad Reid, Director of Parks and Recreation Date: January 23, 2018 Reference: Consider award of Bid No. Q-1118-01 from B & S Fence Company in the amount of $67,318.00, for the replacement of the outdoor pool fence at The CORE, as budgeted, and authorizing the City Manager to execute the necessary documents 2030: Excellent City Services with High Level of Customer Satisfaction Introduction: With facility-wide attendance over 230,000 each year, The CORE is heavily used by the residents of Coppell. The outdoor pool provides space for users to lap swim, open swim, participate in aquatic fitness classes and swim lessons. The pool fence is original to the building’s opening in 2000 and has surpassed its usable life. Due to constant exposure from both pool chemicals and natural outdoor elements, the fence has degraded (please see attached photos). The rusting fence is also beginning to require additional poles for support, resulting in safety concerns and ongoing maintenance issues. Analysis: Seeking out a safe, yet durable, pool fence replacement option that will withstand the pool elements, the Ameristar fence product is recommended for use around pools due to its aluminum material and inability to rust. The selected vendor, B & S Fence Company, is an installer of the Ameristar product. The project went through a formal bid process with the bid opening on November 3, 2017 and bid closing on November 21, 2017. The project criteria was also discussed during a mandatory pre-bid conference on November 14, 2017, in which B & S Fence Company was present. We received formal bids from five (5) vendors. Out of the five (5) bids, we selected B & S Fence Company for this project due to their project completion timeline which was significantly shorter than other bidders. This will shorten the length of time that temporary fencing will need to be in place to keep the swimming pools safe and secure during the replacement. This vendor was also selected based on their ability to install the Ameristar product, as well as positive reference checks. 2 Legal Review: Agenda item does not require legal review. Fiscal Impact: The fiscal impact of this item is $67,318.00, as budgeted. Recommendation: The Parks and Recreation Department recommends approval of this item. 3 City of Coppell November 21, 2017 TOTAL ANNUAL COST SWIFT CORPORATION, LLC.$51,000.00 B & S FENCE COMPANY $67,318.00 TITAN FENCE AND SUPPLY CO.$75,956.51 A & A FENCE & CONCRETE $76,575.00 AZURE POOLS $91,550.00 #Q-1118-01 - THE CORE OUTDOOR POOL FENCE REPLACEMENT Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3754 File ID: Type: Status: 2018-3754 Agenda Item Agenda Ready 1Version: Reference: In Control: Parks and Recreation 01/16/2018File Created: Final Action: UV SystemFile Name: Title: Consider approval of award of a proposal from Sunbelt Pools, in an amount of $90,000, for the replacement of three (3) Ultraviolet Disinfection Systems at The CORE, utilizing Buyboard Cooperative Purchasing Contract No. 451-14, as budgeted; and authorizing the City Manager to execute the necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: c. Sponsors: Enactment Date: Memo.pdf, Installation Quote.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3754 Title Consider approval of award of a proposal from Sunbelt Pools, in an amount of $90,000, for the replacement of three (3) Ultraviolet Disinfection Systems at The CORE, utilizing Buyboard Cooperative Purchasing Contract No. 451-14, as budgeted; and authorizing the City Manager to execute the necessary documents. Summary See attached memo. Fiscal Impact: Funds have been identified in the CRDC Special Revenue fund for this maintenance item. Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3754) Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Brad Reid, Director of Parks and Recreation Date: January 23, 2018 Reference: Consider approval of award of a proposal from Sunbelt Pools, in an amount of $90,000, for the replacement of three (3) Ultraviolet Disinfection Systems at The CORE, utilizing Buyboard Cooperative Purchasing Contract No. 451-14, as budgeted; and authorizing the City Manager to execute the necessary documents 2030: Excellent City Services with High Level of Customer Satisfaction Introduction: The Indoor and outdoor pools at The CORE provide space for users to lap swim, open swim, participate in aquatic fitness classes and swim lessons. Keeping the pool water clean and safe is of the utmost importance in operating an aquatic facility. A combination of chlorine, acid, and an Ultraviolet (UV) disinfection system are crucial in maintaining the cleanliness and sanitation of pool water. The UV disinfection system is one of the most effective methods for deactivating harmful pathogens such as Listeria, E.coli, Giardia and chlorine tolerant pathogens like Cryptosporidium. The current UV disinfection systems were installed in 2008 and have surpassed their longevity resulting in ongoing maintenance issues. The manufacturer no longer supports the system making replacement parts impossible to locate and procure. The UV system is a secondary disinfection requirement of the Texas Health and Safety Code and must be functional at all times during pool use. Analysis: Seeking out replacement of three (3) UV disinfection systems with the most up to date system in the commercial pool industry, the ETS-UV Disinfection system is the top-tier system, commonly used in surrounding municipalities and offers local support and maintenance. Sunbelt Pools has completed multiple projects for the City of Coppell with success. Legal Review: Agenda item does not require legal review. 2 Fiscal Impact: The fiscal impact of this item is $90,000, as budgeted. Recommendation: The Parks and Recreation Department recommends approval of this item. 10555 PLANO ROAD DALLAS, TEXAS 75238-1305 214 343.1133 CELL 972-974-2771 FAX 214 343.1201 www.sunbeltpools.com guym@sunbeltpools.com BuyBoard Proposal November 1st, 2017 City of Coppell Attn: Jim Beckett RE: UV Installation Proposal Jim, Below is your proposal •ETS ECF-220-8 for Outdoor Competition Pool (Pool Flow Rate of 700 GPM) o Requires 208V, 50 AMP 3 Phase Service (Electrical is Excluded) o Max Flow Rate for Outdoor – 1100 GPM •ETS ECF-210-6 for Outdoor Leisure Pool (Pool Flow Rate of 500 GPM) o Requires 208V, 40 AMP 1 Phase Service (Electrical is Excluded) o Max Flow Rate for Outdoor– 540 GPM •ETS ECF-215-6V for Indoor Lap Pool (Pool Flow Rate of 360 GPM) o Requires 208V, 40 AMP 1 Phase Service (Electrical is Excluded) o Max Flow Rate Indoor– 580 GPM BuyBoard Contract Info Discount BuyBoard PriceDescriptionTrade Price 451-14 Swimming Pool Chemicals, Supplies and Equipment: Category 3 Swimming Pool Mechanical EquipmentInstallation of UV Systems $112,500.00 20%90,000.00$ Notes: Sunbelt Pools will demo the existing Siemens UV Chambers and Power Cabinets and will dispose of offsite. Installation of new ETS units shall be in the same location of the existing units. Any and all plumbing required will be Sch. 80. Any and all electrical to be by others. Sincerely, Guy Mayo Technical Sales Manager Sunbelt Pools Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3755 File ID: Type: Status: 2018-3755 Agenda Item Agenda Ready 1Version: Reference: In Control: Parks and Recreation 01/16/2018File Created: Final Action: CCG AgreementFile Name: Title: Consider approval of the Coppell Community Garden Management Agreement, as budgeted; and authorizing the City Manager to sign the necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: d. Sponsors: Enactment Date: Memo.pdf, Agreement.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3755 Title Consider approval of the Coppell Community Garden Management Agreement, as budgeted; and authorizing the City Manager to sign the necessary documents. Summary See attached memo. Fiscal Impact: Funds have been budgeted in Community Programs, Other Professional Services for this agreement. 01-12-708-4220 Staff Recommendation: The Parks and Recreation Department recommends approval. Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3755) Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Brad Reid, Director of Parks and Recreation Date: January 23, 2018 Reference: Consider approval of the Coppell Community Garden Management Agreement, as budgeted; and authorizing the City Manager to sign the necessary documents. 2030: Sense of Community Special Place to Live Community Wellness and Enrichment Introduction: The Coppell Farmers Market (CFM) is a vital community enterprise with the Main Street Coppell Development, creating energy and vitalization in the Old Coppell area. It has become an integral part of the Coppell 2030 Vision and Coppell Living Well in Coppell initiative, bringing healthy local food options, a social outlet and gathering opportunities to the citizens of Coppell. With the City Council goal to maintain the Coppell Farmers Market as one of the best in the region, the Coppell Community Garden Corp (CCGC) was authorized additional City support to ensure continued successful market management. Analysis: The purpose of this agenda item is to approve the updated Management Agreement and funding for the CCGC. The funds allocated by the City to the nonprofit will remain unchanged with the updated agreement. Revisions to the Agreement include more detailed terms of the contractual services and partnered City contributions. Managed by volunteers and operating 40 plus days/year, the market has far surpassed estimated increases in customer attendance since the move to the pavilion in April of 2014 (attendance 2000+/market day). In order for the market to continue to surpass the expectations of the community and economic development of Old Town, non-profit contractual services for a Market Manager were completed to remove the increased workload of the volunteers. This CFM strategic plan budget item was approved by Council in the FY 15-16 budget and will ensure the stability and sustainability of the CFM. 2 The current Market Manager has been in place for the last eighteen months and has significantly contributed to, and helped sustain the high standards set by the CCGC that have placed the market as one of the best in the region. The Market Manager has also established operating procedures and processes that will ensure continuity in operations into the future. Legal Review: Legal review completed by of the proposed Agreement was completed by City’s legal counsel. Fiscal Impact: The City of Coppell currently provides $25,000 quarterly to the Coppell Community Garden Corporation. The Management Agreement is established at $100,000 annually for the Market Manager services, as well as supplies and resource support for both the Coppell Farmers Market and Coppell Community Garden programs. Recommendation: The Parks and Recreation Department recommends approval of this item. Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3757 File ID: Type: Status: 2018-3757 Agenda Item Agenda Ready 1Version: Reference: In Control: Engineering 01/16/2018File Created: Final Action: Engineering Agreement with Birkhoff, Hendricks & Carter, LLP File Name: Title: Consider approval of a professional engineering services agreement with Birkhoff, Hendricks & Carter, L.L.P., to review water, wastewater and roadway system plans, and update impact fees and the impact fee ordinance; for a total amount of $221,600.00; as provided in Roadway Impact fees; and authorizing the City Manager to sign any necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: e. Sponsors: Enactment Date: Impact Fee Memo.pdf, 2012 Final Impact Fee Report.pdf, Chapter 17 Impact Fees.pdf, Impact Fee Plan Agreement.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3757 Title Consider approval of a professional engineering services agreement with Birkhoff, Hendricks & Carter, L.L.P., to review water, wastewater and roadway system plans, and update impact fees and the impact fee ordinance; for a total amount of $221,600.00; as provided in Roadway Impact fees; and authorizing the City Manager to sign any necessary documents. Summary Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3757) Fiscal Impact: The funds for this agreement are available in the Roadway Impact Fund. Staff Recommendation: The Engineering Department recommends approval. Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Ken Griffin, P.E., Director of Engineering and Public Works Date: January 23, 2018 Reference: Agreement with Birkhoff, Hendricks & Carter, LLP, for System Planning and Impact Fee Update 2030: Sustainable City Government, Goal 3 Excellent and Well-maintained City Infrastructure and Facilities General Information:  Updates to the land use assumptions, impact fee capital improvement plan, and impact fees are needed per Chapter 395 of the Texas Local Government Code.  Review and updates to the infrastructure system plans for water, wastewater and roadway are needed.  The proposed agreement will result in updates to infrastructure system plans and the impact fee study and, if needed, the impact fee ordinance. Introduction: This agenda item is to consider approval of an agreement with Birkhoff, Hendricks & Carter, LLP, (BHC) to provide professional engineering services related to water, sewer and transportation system planning and updates to the water, wastewater and roadway impact fees, in an amount not to exceed $221,600.00. Analysis: On February 22, 2005, the City of Coppell approved an agreement with Freese and Nichols, Inc. to perform an impact study for revisions to the City’s impact fee ordinance. The study was completed and adopted by Council on September 13, 2005. According to Chapter 395 of the Texas Local Government Code, cities must review their impact fee structure and capital improvements plan every five years. The last update was adopted on April 24, 2012. The impact fee study from 2012 and current impact fee ordinance are attached. This agenda item is to approve an agreement with BHC to perform an impact fee update study for revisions to the City’s impact fee ordinance. This effort will also result in updates to the City’s 2 roadway, water and wastewater system plans. The fee for the study is not to exceed $221,600.00. The contract schedule indicates completion of the study and adoption of the impact fees within a 10- month timeframe. BHC has been working with the City of Coppell on water and sewer modeling and master planning for more than two decades, and they were one of the approved firms selected through an RFQ process completed in early 2017 for engineering services. Lee Engineering will serve as a subconsultant to BHC to perform the roadway impact fee update and transportation system plan review. Lee Engineering is also an approved engineering firm selected through the RFQ process. Legal Review: The City Attorney reviewed the agreement. Fiscal Impact: The fiscal impact of this contract approval is $221,600.00 as provided in Roadway Impact Fee funds. Recommendation: The Engineering Department recommends approval of this contract with Birkhoff, Hendricks & Carter, LLP. 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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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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!( !( !(!( !( !( !(!( !( !( !( Vä Vä "C` Meter Station ,B ,C,C ,B ,D ,E ,H ,I ,F ,G ,G ,A,K ,K ,J Sandy Lake Lift StationFirm Capacity 4.2 MGD ,L Deforest Lift StationFirm Capacity 14.1 MGD ,L 24''18''21''27''15''30''27''24''24''30'' 15'' 21''24''27'' 30''30''24''24''24'' 21''24''24''30''15''30''18''27' ' 30'' 30''24''27''30''21''24''30''24''15''24''30''21''30''24''15''24'' 30''15''30''15''30''15''18''24''27''24''15''30'' 30'' F. 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 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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 Chapter 17 - IMPACT FEES ARTICLE 17-1. - IMPACT FEES, GENERAL PROVISIONS Sec. 17-1-1. - Short title. This chapter shall be known and cited as the City of Coppell Impact Fee Code. (Ord. No. 91533.1) Sec. 17-1-2. - Purpose. This chapter is intended to assure the provision of adequate public facilities to serve new development in the city by requiring each development to pay its pro rata share of the costs of such improvements necessitated by and attributable to such new development, as related to water and wastewater capital improvements. (Ord. No. 91-533.1) Sec. 17-1-3. - Authority. This chapter is adopted pursuant to Article 395 of the Local Government Code (Senate Bill 336) and pursuant to the Coppell City Charter. The provisions of this chapter s hall not be construed to limit the powers of the city to utilize other methods authorized under state law or pursuant to other city powers to accomplish the purposes set forth herein, either in substitution or in conjunction with this chapter. Guidelines may be developed by resolution or otherwise to implement and administer this chapter. (Ord. No. 91-533.1) Sec. 17-1-4. - Definitions. (1) Capital improvements advisory committee means the city's planning and zoning commission, as duly appointed by Resolution 031390.2 (March 13, 1990). (2) Area-related facility means a capital improvement or facility expansion which is designated in the impact fee capital improvements plan and which is not a site related facility. Area -related facility may include a capital improvement which is located offsite, within, or on the perimeter of the development site. (3) Assessment means the determination of the amount of the maximum impact fee per service unit which can be imposed on new development pursuant to this chapter. (4) Capital improvements mean roadway facilities and water and wastewater facilities (including expansions of existing roadway facilities and water and wastewater facilities to provide additional capacity) that have a life expectancy of three or more years, owned and operated by or on behalf of the city; and which are identified as capital improvements or facility expansions in the capital improvements plans. (5) City means the City of Coppell, Texas. (6) Credit means the amount of reduction of an impact fee for fees, payments or charges for the same type of capital improvements for which the fee has been assessed. (7) Facility expansion means the expansion of the capacity of an existing facility that serves the same function as an otherwise necessary new capital improvement, in order that the existing facility may serve new development. The term does not include the repair, maintenance, modernization, or expansion of an existing facility to better serve existing development. (8) Final plat approval or approval of final plat means the point at which the applicant has complied with all conditions of approval and the plat has been released for filing with Dallas County. (9) Impact fees mean fees imposed on new development pursuant to this chapter in order to fund or recoup the costs of capital improvements or facilities expansions necessitated by and attributed to such new development. Impact fees do not include the dedication of rights -of-way or easements for such facilities with the construction of such improvements. (10) Impact fee capital improvements plan means capital improvements plans adopted by the city council, as updated and amended pursuant to this chapter. The capital improvements plan identifies those capital improvements for which impact fees may be impos ed by the city, the service areas, the maximum fee rate allowed in accordance with the impact fee statute, and other pertinent information. (11) Land use assumptions mean the land use assumptions adopted by the city council, as updated and amended pursuant to this chapter. The land use assumptions serve as the basis for the capital improvements plan and project changes in land uses, densities, intensities and population in the service areas of the city. The land use assumptions include the description of the service area and projections of changes in the land use, densities and population in the service area over a ten year period. (12) New development means the subdivision of land or a project involving the construction, reconstruction, conversion, structural altercation, relocation or enlargement of any structure, or any use or extension of land, which has the effect of increasing the requirements for capital improvements or facilities expansions, measured by the number of service units to be generated by such activity, and which require either the approval and filing of a plat pursuant to the city's subdivision ordinance, the issuance of a building permit, or connection to the city's water or sanitary system. (13) Offset means the amount of the reduction of an impact fee designed to fairly reflect the value of area-related facilities or other facilities, pursuant to rules herein established or administrative guidelines, provided by a developer pursuant to the city's subdivisions regulations or requirements. (14) Recoupment means the imposition of an impact fee to reimburse the city for capital improvements which the city has previously oversized to serve new development. (14.1) Roadway facilities mean arterial or collector streets or roads which have been designated on an officially adopted roadway plan of the city, together with all necessary appurtenances, but does not include any roadways or associated improvements designated on the federal or Texas Highway System. (15) Service area means in the case of impact fees for roadway facilities, the roadway facility benefit area described on the service area map. In the case of impact fees for water and wastewater facilities, service area means either a water benefit area or sanitary sewer benefit area within the city, within which impact fees for capital improvements or facilities expansions will be collected for new development occurring within such area and within which fees so collected will be expended for those types of capital improvements or expansions identified in the capital improvements plan applicable to the service area. (15.1) Roadway expansion means the expansion of the capacity of an existing roadway in the city but does not include the repair, maintenance, modernization, or expansion of an existing roadway to better serve existing development. (16) Service unit means in the case of impact fees for water and wastewater facilities, the applicable standard unit of measures shown on the conversion table in the impact fees capital improvements plan for water and wastewater facilities which can be converted to five eighths inch times three- fourths inch water meter equivalent, as the context indicates, which serves as the standardized measure of consumption, use or generation attributable to the new unit of development. In the case of impact fees for roadway facilities, the service unit shall be a "vehicle-mile in the p.m. peak hour", as more particularly described in the impact fees capital improvements plan for roadway facilities. (17) Sanitary sewer facility means an improvement for providing sanitary sewer service, incl uding, but not limited to, land or easements, treatment facilities, lift stations or interceptor mains. Sanitary sewer facility excludes sanitary sewer lines or mains which are constructed by developers, the costs of which are reimbursed from pro rata charges paid by subsequent users of the facilities. Sanitary sewer facilities exclude site related facilities. (18) Sanitary sewer extension means the expansion of the capacity of any existing sanitary sewer improvement for the purpose of serving new development, but does not include the repair, maintenance, modernization, or expansion of an existing sanitary sewe r facility to serve existing development. (19) Sanitary sewer improvements plan means the adopted plan, as may be amended from time to time, which identifies the sanitary sewer facilities or sanitary sewer expansions and their associated costs which are necessitated by and are attributable to new development, and for a period not to exceed ten years, and which are to be financed in whole or in part through the imposition of sanitary sewer facilities fees pursuant to this chapter. (20) Single-family residential lot means a lot platted to accommodate a single-family dwelling unit, as authorized under the city's zoning and platting regulations. (21) Site-related facility means an improvement or facility which is for the primary use or benefit of a new development and/or which is for the primary purpose of safe and adequate provision of roadway, water or sanitary sewer facilities to serve the new development, and which is not included in the impact fees capital improvements plan and for which the developer or property owner is solely responsible under the city's subdivision ordinance or other applicable ordinances. (22) Water facility means an improvement for providing water service, including, but not limited to, land or easements, water treatment facilities, water supply facilities or water distribution lines. Water facility excluded water lines or mains which are constructed by developers, the costs of which are reimbursed from pro rata charges paid by subsequent users of the facilities. Water facility excluded site-related facilities. (23) Water facility expansion means the expansion of the capacity of any existing water facility for the purpose of serving new development, but does not include the repair, maintenance modernization, or expansion of an existing water facility to serve existing development. (24) Water improvements plan means the adopted plan, as may be amended from time to time, which identifies the water facilities or water expansions and their associated costs which are necessitated by and which are attributable to new development, for a period not to exceed ten years, and which are to be financed in whole or in part through the imposition of water facilities fees pursuant to this chapter. (Ord. No. 91533.1; Ord. No. 95685; Ord. No. 2005-1107, § 2, 9-13-05) Sec. 17-1-5. - Applicability. The provisions of this chapter apply to all new development within the corporate boundaries of the city. (Ord. No. 91533.1) Sec. 17-1-6. - Impact fee as condition of development approval. No application for new development shall be approved within the city without assessment of an impact fee pursuant to this chapter and no final plat shall be approved unless applicant has paid the roadway impact fee imposed by and calculated hereunder. Water and wastewater impact fees shall be assessed at time of final plat and paid at time of issuance of building permit. (Ord. No. 91533.1; Ord. No. 2005-1107, § 2, 9-13-05) Sec. 17-1-7. - Land use assumptions. A. Land use assumptions for the city shall be considered for update at least every three years. B. The advisory committee shall recommend to the city council whethe r updating is necessary or appropriate. C. Amendments to land use assumptions shall incorporate projections of changes in land uses, densities, intensities, and population therein over at least a ten year period. (Ord. No. 95685) Sec. 17-1-8. - Impact fees per service unit. A. An impact fee per service unit for the service area shall be computed by dividing the total costs of capital improvements necessitated by and attributable to new development in the service area identified in the impact fee capital improvements plan for that category of capital improvements by the total number of service units anticipated within the service area, based upon the land use assumptions for the service area. Maximum impact fees per service unit for the service area sha ll be established by category of capital improvements and are established in Schedule 1 of this chapter. B. The impact fee per service unit, which is to be paid by each new development within the service area shall be an amount less than or equal to the maximum impact fee per service unit. Impact fees that are to be paid are established in Schedule 2 of this chapter. C. Impact fee schedules 1 and 2 may be amended from time to time. (Ord. No. 95685) Sec. 17-1-9. - Assessment of impact fees. A. The approval of any new development shall include as a condition the assessment of the impact fee applicable to such development. B. Assessment of the impact fee for any new development shall be made as follows: 1. For development for which an application for plat approval is submitted pursuant to the city's subdivision ordinance subsequent to January 20, 1996, assessment shall be made in the development review process, and shall be the amount of the actual impact fee per service unit then in effect, as set forth in Schedule 2. The city, at its sole option, may provide the subdivider with a copy of Schedule 2 prior to plat approval, but such shall not constitute assessment within the meaning of this chapter. 2. For development which has received final plat approval by city council prior to January 20, 1995, and for which no replatting is necessary, impact fees for water and wastewater facilities shall be determined according to the fee schedule in effect at the time of approval as set forth in Schedule 2. 3. For development which has received final plat approval or for which an application for plat approval has been filed with the city prior to January 20, 1996, the amount of impact fees for roadway facilities shall be the lesser of: (i) The amount of fees that would have been paid in escrow for substandard roads as determined by the pro rata charge as provided in section 18-1-1 of the Code of Ordinances; and (ii) The impact fees as set forth in Schedule 2 of this chapter; provided, however, the amount of impact fees shall not be less than any fees paid in escrow for substandard roads nor shall the city refund any such escrow fees or be liable for the same unless otherwise provided by Chapter 395 of the T ex. Loc. Gov't Code, as amended. 4. The assessment of impact fees may change as the result of future amendments to the Code of Ordinances and other applicable ordinances of the city. If the payment and collection rate changes, the applicable payment and collection rate for purposes of ca lculating impact fees payable shall be the lesser of: (i) the payment and collection rate as set forth in Schedule 2 in effect at the time the impact fee is payable; and (ii) the payment and collection rate as set forth in Schedule 2 prior to such amendment. C. Following assessment of the impact fee pursuant to subsection B., the amount of the impact fee per service unit for that development cannot be increased, unless the owner proposes to change the approved development by the submission of a new applicatio n for final plat approval, in which a new assessment shall occur at the schedule rate then in effect. D. Following the lapse or expiration of approval for a plat, a new assessment must be performed at the time a new application for such development is filed. E. An application for an amending plat made pursuant to Section 212.016 of the Texas Local Government Code, as amended, and the city's subdivision ordinance is not subject to reassessment for an impact fee. (Ord. No. 91533.1; Ord. No. 95685; Ord. No. 96735) Sec. 17-1-10. - Computation and collection of impact fees. A. The roadway impact fees due for new development shall be collected prior to recordation of the subdivision plat. Water and wastewater impact fees shall be collected at issuance of b uilding permit. If the exact final usage of the land is unknown at the time of platting so as to make it impossible to calculate the equivalent service units, or if new development occurs or is proposed to occur without platting, then the roadway impact fee shall be due at the time of connection to city water or wastewater system or at the time of building permit, unless an agreement between the city and the developer has been executed providing for a different time of payment. B. Following the filing and acceptance of an application for plat, building permit or the request for connection to the city's water or wastewater system, as the case may be, the city shall compute the impact fees due for the new development in the following manner: 1. Except as provided in section 17-1-09 B., the amount of each impact fee shall be determined by multiplying the number of service units generated by the new development by the impact fee due per service unit for the service area using Schedule 2. The number of service units shall be determined by using the conversion table contained in the capital improvements plan. 2. The amount of each impact fee due shall be computed in accordance with section 17-1-09 B. and shall be reduced by any allo wable offsets or credits for that category of capital improvements. 3. The total amount of impact fees due for the new development shall be calculated and attached to the development application or request for connection as a condition of approval. C. The amount of each impact fee due for new development shall not exceed an amount computed by multiplying the fee assessed per service unit by the number of service units generated by the development. D. Except as provided in section 17-1-09 B., if the final plat for which an impact fee has been paid has expired, and a new application is thereafter filed, the impact fees shall be computed using the Schedule 2 then in effect, with credits for previous payment of fees, if any, being applied against the new fees due. E. Whenever the property owner proposes to increase the number of service units for a development, the additional impact fees collected for such new service units shall be determined by using the schedule then in effect, and such additional fee shall be c ollected prior to the issuance of a new building permit, or prior to enlargement of the connection to the city's water or sanitary sewer system. (Ord. No. 95685; Ord. No. 96735; Ord. No. 2005-1107, § 2, 9-13-05) Sec. 17-1-11. - Suspension of fee collection. A. There is no suspension period for impact fees for water and wastewater facilities for new development which has not received final approval prior to November 12, 1991. B. There is no suspension of impact fees for roadway facilities for any new develo pment for which an application for plat approval is filed after January 20, 1995. (Ord. No. 95685; Ord. No. 96735) Sec. 17-1-12. - Offsets and credits against impact fees. A. City shall offset the reasonable value of any area-related facilities, pursuant to rules established in this section, or pursuant to guidelines and which have been dedicated to and have been received after final acceptance by the city on or after June 1, 1990, including the value of capital improvements constructed pursuant to an agreement with the city, against the amount of impact fee due for that category of capital improvement. The city shall credit eligible escrow fees deposited for roadway facilities prior to January 20, 1996 and during the one year period following thereafter , against the amount of an impact fee due for the category of capital improvement, subject to guidelines established by the city. B. All offsets and credits against impact fees shall be subject to the following limitations and shall be granted based on this ordinance and additional standards promulgated by the city, which may be adopted as administrative guidelines. 1. No offset or credit shall be given for the dedication or construction of site-related facilities. 2. No offset or credit shall exceed an amount equal to the eligible value of the offset multiplied by a fraction, the numerator of which is the impact fee per service unit due for the new development as computed using schedule 2 and the denominator of which is the maximum impact fee per service unit for the new development as computed using schedule 1. 3. The unit costs used to calculate the offsets shall not exceed those assumed for the capital improvements included in the capital improvements plan for the category or facility within the service area for which the impact fee is imposed. 4. If an offset or credit applicable to a plat has not been exhausted within ten years from the acquisition of the first building permit issued or connection made after the effective date of the adoption of the applicable impact fees or within such period as may otherw ise be designated by contract, such offset or credit shall lapse. 5. In no event will the city reimburse the property owner or developer for an offset or credit when no impact fees for the new development can be collected pursuant to this chapter or for any amount exceeding the total impact fees due for the development for the category of capital improvement, unless otherwise agreed to by the city. 6. No offsets shall be given for roadway facilities which are not identified within the applicable impact fees capital improvements plan, except that offsets may be given fo r the value of dedicated rights-of-way or the value of constructed capital improvements for roadways designated in the city's thoroughfare plan built to city standards and initially accepted by the city. 7. No credit shall be given for roadway facilities which are not identified within the applicable impact fee capital improvements plan, except that a credit may be given for money deposits (other than impact fees) paid to the city toward the cost of rights -of-way or the cost of constructing capital improvements for eligible roadways designated in the city's thoroughfare plan built to city standards and accepted by the city. C. An applicant for new development must apply for an offset or credit against impact fees due for the development in the development review process unless the city agrees to a different time. The applicant shall file a petition for offsets or credits wit h the city on a form acceptable by the city for such purpose. The contents of such petition shall be established by administrative guidelines. The city must provide the applicant, in writing, with a decision on the offset or credit request, including the reasons for the decision. The decision shall specify the maximum value of the offset or credit which may be applied against an impact fee, which amount and the date of the determination shall be associated with the plat for the new development. D. The available offset or credit associated with the plat shall be applied against an impact fee in the following manner: 1. For single-family residential lots in a new development consisting only of single -family residential lots which have received development review board approval, such offset or credit shall be prorated equally among such lots, to be applied at the time of filing and acceptance of an application of a final plat, against impact fees due. 2. For all other types of new development, including those involving mixed uses, which have received development review board approval, the offset or credit applicable to the plat shall be applied to the impact fee due at the time of approval. 3. At its sole discretion, the city may authorize alternative credit or offset agreements upon petition by the owner in accordance with guidelines promulgated by the city. E. The Coppell Independent School District shall be exempt from impact fees assessed pursuant to this chapter. F. The Carrollton-Farmers Branch Independent School District shall be exempt from impact fees assessed pursuant to this chapter. (Ord. No. 91533.1; Ord. No. 95685; Ord. No. 96735; Ord. No. 96781; Ord. No. 99880, § 1, 6-27- 99) Sec. 17-1-13. - Establishment of accounts. A. The city's finance department shall establish an account to which interest is allocated for the service area for each category of capital facility for which an impact fee is imposed pursuant to this chapter. Each impact fee collected shall be deposited in such account. B. Interest earned on the account into which impact fees are deposited shall be considered funds of the account and shall be used solely for the purposes authorized by Chapter 395 of the Texas Local Government Code, as amended. C. The city's finance department shall establish adequate financial and accounting controls to ensure that impact fees disbursed from the account are utilized solely for the purposes authorized by Chapter 395 of the Texas Local Government Code, as amended. Disbursement of funds shall be authorized by the city at such times as are reasonably necessary to carry out the purposes and intent of this chapter, provided, however, that any fee paid will be expended within a reasonable period of time, but not to exceed ten years from the date fee is deposited into the account. D. The city's finance department shall maintain and keep financial records for impact fees, which shall show the source and disbursement of all fees collected or expended. The records of the account into which impact fees are deposited shall be open for public inspection and copying during ordinary business hours. The city may establish a fee for copying services. (Ord. No. 95685; Ord. No. 91533.1) Sec. 17-1-14. - Use of proceeds of impact fee accounts. A. The impact fees collected for the service area pursuant to this chapter may be used to finance or to recoup the costs of any capital improvements or facilities expansions identified in the applicable impact fee capital improvements plan for the service area, including the construction contract price, surveying and engineering fees, land acquisition costs (including land purchased, court awards and costs, attorney's fees, and expert witness fees), and the fees actually paid or contracted to be paid to an independent qualified engineer or financial consultant preparing or updating the impact fee capital improvements plan who is not an employee of the political subdivision. Impact fees may also be used to pay the principal sum and interest and other finance costs on bo nds, notes or other obligations issued by or on behalf of the city to finance such capital improvements or facilities expansions. B. Impact fees collected pursuant to this chapter shall not be used to pay for any of the following expenditures: 1. Construction, acquisition or expansion of capital improvements or assets other than those identified in the applicable impact fee capital improvements plan; 2. Repair, operation or maintenance of existing or new capital improvements or facilities expansions; 3. Upgrading, expanding or replacing existing capital improvements to serve existing development in order to meet stricter safety, efficiency, environmental or regulatory standards; 4. Upgrading, expanding or replacing existing capital improvements to provide better service to existing development, provided, however, that impact fees may be used to pay the costs of upgrading, expanding or replacing existing capital improvements in order to meet the need for new capital improvements generated by new development; 5. Administrative and operating costs of the city; or 6. Roadway facilities or roadway expansions in the extraterritorial jurisdiction of the city. (Ord. No. 91533.1; Ord. No. 95685) Sec. 17-1-15. - Appeals. A. The property owner or applicant for new development may appeal the following decisions to the city council: 1. Applicability of an impact fee to the development; 2. The amount of the impact fee due; 3. The availability or the amount of an offset or credit; 4. The application of an offset or credit against an impact fee due; 5. The amount of a refund due, if any. B. The burden of proof shall be on the appellant to demonstrate that the amount of the fee or the amount of the offset or credit was not calculated according to th e applicable schedule of impact fees or the guidelines established for determining offsets and credits. C. The appellant must file a notice of appeal with the city secretary within 30 days following the decision. If the notice of appeal is accompanied by a bond or other sufficient surety satisfactory to the city attorney in an amount equal to the original determination of the impact fee due, the development application may be processed while the appeal is pending. (Ord. No. 91533.1) Sec. 17-1-16. - Refunds. A. Any impact fee or portion thereof collected pursuant to this chapter, which has not been expended within the service area within ten years from the date of payment, shall be refunded, upon application, to the record owner of the property at the time the refund is paid or, if the impact fee was paid by another governmental entity, together with interest calculated from the date of collection to the date of refund at the statutory rate as set forth in Article 1.03, Title 79, Revised Statutes (Articl e 5069-1.03, Vernon's Texas Civil Statutes), or any successor statute. B. An impact fee collected pursuant to this chapter shall be considered expended if the total expenditures for capital improvements or facilities expansions authorized under this chap ter within the service area within ten years following the date of payment equals or exceeds the total fees collected for such improvements or expansions during such period. C. If a refund is due pursuant to subsections A. and B., the city shall prorate the same by dividing the difference between the amount of expenditures and the amount of the fees collected by the total number of service units assumed within the service area for the period to determine the refund due per service unit. The refund to the record owner shall be calculated by multiplying the refund due per service unit by the number of service units for the development for which the fee was paid, and interest shall be calculated upon that amount. D. Upon completion of all the capital improvements or facilities expansions identified in the capital improvements plan for the service area, the city shall recalculate the maximum impact fee per service unit using the actual costs for the improvements or expansions. If the maximum impact fee per service unit based on actual cost is less than the impact fee per service unit paid, the city shall refund the difference, if such difference exceeds the impact fee paid by more than ten percent. The refund to the record owner shall be calculated by multiplying such difference by the number of service units for the development for which the fee was paid, and interest due shall be calculated upon that amount. E. If the final plat for a new development for which an impact fee has been paid has expires, and a modified or new application has not been filed within six months of such expiration, the city shall, upon written application, refund the amount of the impact fee to the applicant. (Ord. No. 91533.1; Ord. No. 95685) Sec. 17-1-17. - Update of plan and revision of fees. A. The land use assumptions and capital improvements plan shall be reviewed and evaluated by the advisory committee at least every three years. The advisory committee shall recommend to the city council whether updating is necessary or appropriate. B. If the city council determines that the land use assumptions and the capital improvements plan should be updated to reflect changed conditions, it shall cause the updated land use assumptions and the updated capital improvements plan to be prepared before the end of the applicable three year period, following which, the applicable procedures in Chapter 395 of the Texas Local Government Code, as amended, for amending land use assumptions, the capital improvements plan, and this chapter shall be followed. C. If the city council determines that the land use assumptions and the capital improvements plans do not need to be updated, it shall comply with the applicable notice and other procedures incident to that decision under Chapter 395 of the Texas Local Government Code, as amended. D. Notwithstanding the above, the city may review the land use assumptions, the capital improvement plans, and the impact fees more frequently than provided above to determine whether the land use assumptions, the capital improvements plans and impact fees should be amended. (Ord. No. 95685) Sec. 17-1-18. - Functions of the capital improvements advisory committee. A. The capital improvements advisory committee shall perform the following functions: 1. Advise and assist the city in adopting land use assumptions; 2. Review the impact fee capital improvements plans and file written comments thereon; 3. Monitor and evaluate implementation of the impact fee capital improvements plans; 4. Advise the city of the need to update or revise the land use assumptions, capital improvements plans and impact fees; and 5. File a semiannual report evaluating the progress of the city in achieving the impact fee capital improvements plans and identifying any problems in implementing the plans or administering the impact fees. B. The city council shall adopt, by resolution, procedural rules by which the advisory committee may carry out its duties. C. The city shall make available to the advisory committee any professional reports prepared in the development or implementation of the impact fee capital improvements plans. (Ord. No. 91533.1) Sec. 17-1-19. - Agreement for capital improvements. A. An owner of a new development may construct or finance a capital improvement or facility expansion designated in the impact fee capital improvement plan, if required or authorized by the city, by entering into an agreement with the city prior to the approval of final plat for the development. The agreement shall be in a form acceptable to the city, and shall identify the estimated costs, the improvement, or expansion, the schedule for initiation and completion of the improvement and expansion, a requirement that the improvement be designed and completed to city standards and such other terms and conditions as deemed necessary by the city. The agreement shall provide for the method to be used to determine the amount of the offset to be given against impact fees due for the development. (Ord. No. 95685) Sec. 17-1-20. - Use of other financing mechanisms. A. The city may finance capital improvements or facilities expansions designated in the impact fee capital improvements plan through the issuance of bonds, through the formation of public improvement districts or other assessment districts, or through any other authorized mechanism, in such a manner and subject to such limitations as may be provided by law, in addition to the use of impact fees. B. Except as otherwise provided, the assessment and collection of the impact fees shall be additional and supplemental to, and not in substitution of, any other tax, fee, charge or assessment which is lawfully imposed on and due against the property. C. City may pay all or part of impact fees due for a new development taking into account av ailable offsets and credits pursuant to duly adopted criteria. (Ord. No. 95685) Sec. 17-1-21. - Impact as additional and supplemental regulation. A. Impact fees established by this chapter are additional and supplemental to, and not in substitution of, any other requirements imposed by the city on the development of land or issuance of building permits or certificates of occupancy. Such fee is intended to be consistent with and to further the policies of the city's comprehensive plan, the impact fee cap ital improvements plan, the zoning ordinance, subdivision regulations and other city policies, ordinances and resolutions by which the city seeks to ensure the provision of adequate public facilities in conjunction with the development of land. B. Receipt by the city of impact fees payable under this chapter is a condition to the release of plats for recording, to the issuance of a building permit or certificate of occupancy, or to water and sewer utility connection and service, as the case may be. (Ord. No. 95685) Sec. 17-1-22. - Relief procedures. A. Any person who has paid an impact fee or an owner of land upon which an impact fee has been paid may petition the city council to determine whether any duty required by this chapter has not been performed within the time so prescribed. The petition shall be in writing and shall state the nature of the unperformed duty and request that the act be performed within 60 days of the request. If the city council determines that the duty is required pursuant to t his chapter and is late in being performed, it shall cause the duty to commence within 60 days of the date of the request and to continue until completion. B. The city council may grant a variance or waiver from any requirement of this chapter, upon writ ten request by a developer or owner of property subject to this chapter, following a public hearing, and only upon finding that a strict application of such requirement would, when regarded as a whole, result in confiscation of the property. C. The city council may grant a waiver from any requirement of this chapter on other grounds, as may be set forth in administrative guidelines. D. If the city council grants a variance or waiver to the amount of the impact fee due for a new development under this section, it shall cause to be appropriated from other city funds the amount of the reduction in the impact fee to the account for the service area in which the property is located. (Ord. No. 91533.1; Ord. No. 95685) Sec. 17-1-23. - Reserved for future use. (Ord. No. 95685) ARTICLE 17-2. - WATER FACILITIES FEES Sec. 17-2-1. - Water benefit area. A. The water benefit area for the city as amended and updated is designated on the map as shown in Schedule 3 of this chapter. B. The boundaries of the water benefit area may be amended from time to time, and new water benefit areas may be delineated. (Ord. No. 95685) Sec. 17-2-2. - Water improvement plan. A. The capital improvement plan for water facilities as amended and updated pursuant to this chapter shall be maintained in the office of the city secretary. B. The water improvement plan may be amended from time to time. (Ord. No. 95685) Sec. 17-2-3. - Water facility fees. The maximum impact fees per service unit for water facilities and the impact fees per service unit for water facilities which are to be paid by development are hereby established, as set forth in Schedule 1 and the established assessed fee is hereby provided in Schedule 2. The impact fees per service unit for water facilities may be amended from time to time as provided in Chapter 395, Texas Local Government Code. (Ord. No. 96737; Ord. No. 2012-1310, § 2, 4-24-12) ARTICLE 17-3. - SEWER FACILITIES FEES Sec. 17-3-1. - Sanitary sewer benefit area. A. The sanitary sewer benefit area as amended and updated for the city is designated on the map as shown in Schedule 3 of this chapter. B. The boundaries of the sanitary sewer benefit area may be amended from time to time, and new sanitary sewer benefit areas may be delineated. (Ord. No. 95685) Sec. 17-3-2. - Sanitary sewer improvements plan. A. The capital improvement plan for wastewater facilities as amended and updated pursuant to this chapter shall be maintained in the office of the city secretary. B. The sanitary sewer improvements plan may be amended from time to time. (Ord. No. 95685) Sec. 17-3-3. - Wastewater facilities fees. The maximum impact fees per service unit for wastewater facilities and the impact fees per service unit for wastewater facilities which are to be p aid by development are hereby established, as set forth in Schedule 1 and the established assessed fee is hereby provided in Schedule 2. The impact fees per service unit for wastewater facilities may be amended from time to time as provided in Chapter 395, Texas Local Government Code. (Ord. No. 96737; Ord. No. 2012-1310, § 2, 4-24-12) ARTICLE 17-4. - ROADWAY FACILITIES FEES Sec. 17-4-1. - Roadway benefit area. A. The roadway benefit areas as amended and updated are designated on the map as shown in Schedule 4 of this chapter. B. The boundaries of the roadway benefit area may be amended from time to time, and new benefit areas may be established. (Ord. No. 95685) Sec. 17-4-2. - Roadway improvements plan. A. The roadway improvements plan for the city as amended and updated pursuant to this chapter shall be maintained in the office of the city secretary. B. The roadway improvements plan may be amended from time to time. (Ord. No. 95685) Sec. 17-4-3. - Roadway facilities fee. The maximum impact fees vehicle mile for each roadway benefit area and the impact fees per vehicle mile for roadway facilities which are to be paid by development are hereby established, as set forth in Schedule 1 and the established assessed fee is hereby provided in Schedul e 2. The impact fees per vehicle mile for roadway facilities may be amended from time to time as provided in Chapter 395, Texas Local Government Code. (Ord. No. 96737; Ord. No. 2012-1310, § 2, 4-24-12) SCHEDULE 1 MAXIMUM FEE RATE FOR IMPACT FEES WATER FACILITY MAXIMUM FEE PER SERVICE UNIT Meter Size E.S.U.* Water Impact Fee 5/8 ″ × ¾″ 1.00 $995.00 1″ 1.67 $1,661.65 1½″ 3.33 $3,313.35 2″ 5.33 $5,303.35 3″ 11.67 $11,611.65 4″ 21.00 $20,895.00 6″ 46.67 $46,436.65 8″ 80.00 $79,600.00 WASTEWATER FACILITY MAXIMUM FEE PER SERVICE UNIT Meter Size E.S.U.* Water Impact Fee 5/8 ″ × ¾″ 1.00 $927.00 1″ 1.67 $1,548.09 1½″ 3.33 $3,086.91 2″ 5.33 $4,940.91 3″ 11.67 $10,818.09 4″ 21.00 $19,467.00 6″ 46.67 $43,263.09 8 80.00 $74,160.00 ROADWAY FACILITY MAXIMUM FEE PER SERVICE UNIT Service Area Cost Per Service Unit 1 $210.00 * Based on AWWA Standards C701. (Ord. No. 2005-1107, § 3, 9-13-05; Ord. No. 2012-1310, § 2, 4-24-12) SCHEDULE 2 ASSESSED FEE RATE WATER FACILITY PAYMENT AND COLLECTION FEE PER SERVICE UNIT Meter Size E.S.U.* Water Impact Fee 5/8 ″ × ¾″ 1.00 Fee Set by Separate Resolution 1″ 1.67 1½″ 3.33 2″ 5.33 3″ 11.67 4″ 21.00 6″ 46.67 8″ 80.00 WASTEWATER FACILITY PAYMENT AND COLLECTION FEE PER SERVICE UNIT Meter Size E.S.U.* Water Impact Fee 5/8 ″ × ¾″ 1.00 Fee Set by Separate Resolution 1″ 1.67 1½″ 3.33 2″ 5.33 3″ 11.67 4″ 21.00 6″ 46.67 8″ 80.00 ROADWAY FACILITY PAYMENT AND COLLECTION FEE PER SERVICE UNIT Service Area Cost Per Service Unit 1 Fee Set by Separate Resolution Based on AWWA Standards C701. (Ord. No. 2005-1107, § 3, 9-13-05; Ord. No. 2012-1310, § 2, 4-24-12) Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 1 of 16 PROFESSIONAL ENGINEERING SERVICES AGREEMENT THIS AGREEMENT is made and entered into by and between the City of Coppell, Texas , hereinafter referred to as "City", and Birkhoff, Hendricks & Carter, L.L.P., hereinafter referred to as "Engineer", to be effective from and after the date as provided herein. W I T N E S S E T H: WHEREAS, the City desires to engage the services of the Engineer to provide engineering services for the Water System Plan, Wastewater System Plan and Thoroughfare Plan Reviews and Impact Fee Updates, hereinafter referred to as the "Project"; and WHEREAS, the Engineer desires to render such engineering design services for the City under the terms and conditions provided herein. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That for and in consideration of the covenants contained herein, and for the mutual benefits to be obtained hereby, the parties hereto agree as follows: I. Employment of the Engineer The City hereby agrees to retain the Engineer to perform professional engineering services in connection with the Project; Engineer agrees to perform such services in accordance with the terms and condition of this Agreement. II. Scope of Services The parties agree that Engineer shall perform such services as expressly set forth and described in Exhibit “A”, which is attached hereto and thereby made a part of this Agreement. The parties understand and agree that deviations or modifications, in the form of written changes may be authorized from time to time by the City. Engineer shall have no further obligations or responsibilities for the project except as agreed to in writing. Engineer’s services and work product are intended for the sole use and benefit of Client and are non-intended to create any third party rights or benefits, or for any use by any other entity or person for any other purpose. Engineer shall perform his or her professional engineering services with the professional skill and care ordinarily provided by competent engineers practicing in North Central Texas and under the same or Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 2 of 16 similar circumstances and professional license. Professional services shall be performed as expeditiously as is prudent, considering the ordinary professional skill and care of a competent engineer. Upon execution of this Agreement, the City has the right to use the Engineer ’s instruments of service for purposes of constructing, using, maintaining, altering and adding to the Project, provided that the City substantially performs its obligations, including prompt payment of all sums when due, under this Agreement. The City’s project contractor, construction manager, subcontractors, and material or equipment suppliers, as well as the City’s consultants and separate contractors, may reproduce applicable portions of the instruments of service for use in performing services or cons truction for the Project. Upon payment of all amounts due Engineer hereunder, all materials and reports prepared by the Engineer in connection with this Agreement shall become the property of the City. The City shall have the right to publish, disclose, distribute and otherwise use such materials and reports only for those purposes for which they were intended. Subject to the foregoing, Engineer shall upon completion of the services, or earlier termination, provide the City with reproductions of all drawings, materials, specifications, reports, maps, and exhibits prepared by Engineer pursuant to the Scope of Services. The reproductions shall include a compact disc containing all construction plan sheets in a “.dwg” format and a scanned 24” x 36” black & white “Tiff” images at 400 dpi resolution and in electronic format as requested by the City or required in Exhibit “A”. III. Schedule of Work The Engineer agrees to commence services immediately upon execution of this Agreement, and to proceed diligently with said service, except for delays beyond the reasonable control of Engineer, to completion, as described in the Completion Schedule attached hereto as Exhibit “B” and thereby made a part of this Agreement. IV. Compensation and Method of Payment The parties agree that Engineer shall be compensated for all services provided pursuant to this Agreement in the amount and manner described and set forth in the Payment Schedule attached hereto as Exhibit “C” and thereby made a part of this Agreement. Engineer further agre es that it will prepare and present such monthly progress reports and itemized statements as are described in said Exhibit “C”. City agrees to pay invoices upon receipt. Statement for services shall include a line for previous payments, contract amount, and amount due current invoice. Unless otherwise provided in Exhibit “C” the Engineer shall be responsible for all expenses related to the services provided pursuant to this Agreement including, but not limited to, travel, copying and facsimile charges, telephone, internet and email charges. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 3 of 16 V. Information To Be Provided By The City The City agrees to furnish, prior to commencement of work, all information requested by Engineer that is available to the City. VI. Insurance Engineer agrees to procure and maintain for the duration of the contract Professional Liability Insurance ($2,000,000), Worker's Compensation, General Liability and Automobile Insurance. VII. Assignment and Subletting The Engineer agrees that neither this Agreement nor the services to be performed hereunder will be assigned or sublet without the prior written consent of the City. The Engineer further agrees that the assignment or subletting of any portion or feature of the work or materials required in the performance of this Agreement shall not relieve the Engineer from its full obligations to the City as provided by this Agreement. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 4 of 16 VIII. Contract Termination The parties agree that City or the Engineer shall have the right to terminate this Agreement without cause upon thirty (30) days written notice to the other. In the event of such termination without cause, Engineer shall deliver to City all finished or unfinished documents, data, studies, surveys, drawings, maps, models, reports, photographs or other items prepared by Engineer in connection with this Agreement. Engineer shall be entitled to compensation for any and all services completed to the satisfaction of City in accordance with the provisions of this Agreement prior to termination. IX. Engineer's Opinion of Cost The parties recognize and agree that any and all opinions of cost prepared by Engineer in connection with the Project represent the best judgment of Engineer as a design professional familiar with the construction industry, but that the Engineer does not guarantee that bids s olicited or received in connection with the Project will not vary from the opinion by the Engineer. X. Construction On projects that include construction, the Owner recognizes that the Contractor and Subcontractors will be solely in control of the Project site and exclusively responsible for construction means, methods, scheduling, sequencing, jobsite safety, safety programs, and compliance with all construction documents and directions from Owner or Building Officials. Construction contracts are between the Client and the Construction Contractor. Engineer shall not be responsible for construction related damages, losses, costs, or claims; except only to the extent caused by Engineer’s sole negligence. XI. Ownership of Documents Original drawings, specifications and reports are the property of the Engineer; however, the Project is the property of the City. City shall be furnished with such reproductions of drawings, specifications and reports produced in connection with the performance of services outlined is Exhibit “A”. Upon completion of the services or any earlier termination of this Agreement under Article VIII, Engineer will revise drawings to reflect changes made as reported by the City, and will furnish the City with one set of record drawings in accordance with terms provided in Exhibit “A” – Engineering Services. All deliverables shall be furnished, as an additional service, at any other time requested by the City when such deliverables are available in the Engineer’s record keeping system. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 5 of 16 XII. Complete Contract This Agreement, including the exhibits hereto numbered “A” through “C” constitutes the entire agreement by and between the parties regarding the subject matter hereof, and supersedes all prior or contemporaneous written or oral understand ing. This agreement may only be amended, supplemented, modified or canceled by a duly executed written agreement. XIII. Mailing of Notices Unless instructed otherwise in writing, Engineer agrees that all notices or communications to City permitted or required under this Agreement shall be addressed to City at the following address: Kenneth M. Griffin, P.E. Director of Engineering & Public Works P.O. Box 9478 Coppell, Texas 75019 Phone: (972) 304-3680 City agrees that all notices or communications to Engineer permitted or required under this Agreement shall be addressed to Engineer at the following address: Joe R. Carter, P.E., C.F.M. Birkhoff, Hendricks & Carter, L.L.P. 11910 Greenville Ave., #600 Dallas, Texas 75243 Phone: (214) 361-7900 All notices or communications required to be given in writing by one party or the other shall be considered as having been given to the addressee on the date such notice or communication is posted by the sending party. XIV. Texas Board of Professional Land Surveying Contact Information Recipients of professional land surveying services under this agreement may direct complaints regarding such services to the Texas Board of Professional Land Surveying, 12100 Park 35 Circle, Building A, Suite 156, MC 230, Austin, TX 78753, Phone (512) 239-5263, Fax (512) 239-5253. XV. Contract Amendments This Agreement may be amended only by the mutual agreement of the parties expressed in writing. XVI. Indemnification Clause CITY SHALL NOT BE LIABLE FOR ANY LOSS, DAMAGE, OR INJURY OF ANY KIND OR CHARACTER TO ANY PERSON OR PROPERTY ARISING FROM THE SERVICES OF THE ENGINEER PURSUANT TO THIS AGREEMENT. ENGINEER AGREES TO INDEMNIFY, DEFEND, AND HOLD HARMLESS THE CITY, ITS CITY COUNCIL, OFFICERS, EMPLOYEES, AND AGENTS, FROM AND AGAINST ALL LIABILITY, CAUSES OF ACTION, CITATIONS, CLAIMS, COSTS, DAMAGES, DEMANDS, EXPENSES, FINES, JUDGMENTS, LOSSES, PENALTIES OR SUITS, WHICH IN ANY WAY ARISE OUT OF, RELATE TO, OR RESULT FROM ENGINEER'S PERFORMANCE UNDER THIS CONTRACT OR WHICH ARE CA USED BY THE INTENTIONAL WRONGFUL ACTS OR NEGLIGENT ACTS OR OMISSIONS OF ENGINEER, SUBJECT TO THE LIMITATIONS IN TEXAS LOCAL GOVERNMENT CODE § 271.904 (A) AND TEXAS CIVIL PRACTICE AND REMEDIES CODE, § 130.002 (B). THE ENGINEER’S OBLIGATIONS UNDER THIS SECTION SHALL NOT BE LIMITED TO THE LIMITS OF COVERAGE OR INSURANCE MAINTAINED OR REQUIRED TO BE MAINTAINED BY ENGINEER UNDER THIS AGREEMENT. THIS PROVISION SHALL SURVIVE THE TERMINATION OF THIS AGREEMENT. XVII. Miscellaneous Entire Agreement. This Agreement constitutes the sole and only agreement between the Parties and supersedes any prior understandings written or oral agreements between the Parties with respect to this subject matter. Successors and Assigns . Subject to the provisions regarding assignment, this Agreement shall be binding on and inure to the benefit of the Parties to it and their respective heirs, executors, administrators, legal representatives, successors and assigns. Governing Law. The laws of the State of Texas shall govern this Agreement without regard to any conflict of law rules; and venue for any action concerning this Agreement shall be in the State District Court of Dallas County, Texas. The Parties agree to submit to the personal and subject matter jurisdiction of said court. Amendments . This Agreement may be amended by the mutual written agreement of the Parties. Severability. In the event any one or more of the provisions contained in this Agreement shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provisions, and the Agreement shall be construed as if such invalid, illegal, or unenforceable provision had never been contained in it. Independent Contractor. It is understood and agreed by and between the Parties that the Engineer in satisfying the conditions of this Agreement, is acting independently, and that the City assumes no responsibility or liabilities to any third party in connection with these actions. All services to be performed by Engineer pursuant to this Agreement shall be in the capacity of an independent contractor, and not as an agent or employee of the City. Engineer shall supervise the performance of its services and shall be entitled to control the manner and means by which its services are to be performed, subject to the terms of this Agreement. Right-of-Access. The Engineer shall not enter onto private property without lawful right -of -access to perform the required surveys or other necessary investigations. The Engineer will take reasonable precautions to minimize damage to the private and public property in the performance of such surveys and investigations. Any right -of-access to public or private property shall be obtained in accordance with the Scope of Services. Business Prohibitions. By executing this contract, the Engineer verifies that it does not Boycott Israel, and agrees that during the term of this Contract will not Boycott Israel as that term is defined in Texas Government Code Section 808.001, as amended. The Engineer further verifies that, pursuant to Texas Government Code, Chapter 2252, Section 2252.152 and Section 2252.153, it does not appear on the Comptroller of the State of Texas listing of companies which do business with Iran, Sudan or any Foreign Terrorist Organization, as identified under Section 806.051, Section 807.051 or Section 2253.253, listing of companies. XVIII. Effective Date This Agreement shall be effective from and after execution by both parties hereto, with originals in the hand of both parties. WITNESS OUR HANDS AND SEALS on the date indicated below. CITY OF COPPELL, TEXAS A Texas Home-Rule Municipal Corporation By: Date: BIRKHOFF, HENDRICKS & CARTER, L.L.P. A Texas Limited Liability Partnership Texas Board of Professional Engineers Firm No. 526 Texas Board of Professional Land Surveyors Firm No. 100318 -00 By: ______________________________ Date: _____________________________ ATTEST By: Professional Services Agreement 20 17 1 :\ 70 15 co ntdev \cop pell\ master p la ns-im pact fees\update -w-ww- road-p la ns-impact fees.docx Page 5 of 16 Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 6 of 16 EXHIBIT “A” ENGINEERING SERVICES Water System Plan, Wastewater System Plan and Thoroughfare Plan Reviews and Impact Fee Updates BASIC SERVICES PART I. Water Distribution System Master Plan Review 1. Update the City’s current 2012 Water Distribution Master Plan hydraulic model data sets to model year 2017, 2027 and Buildout in the current release of H2ONET water modeling software. The models will be utilized in the impact fee calculations. 2. Update lines and facilities in models to reflect 2017 existing system conditions. 3. Apply the hydraulic system demands based on existing and projected land use assumptions provided by the City. For future model maintenance, demands will be synchronized for each model scenario by an Excel spreadsheet database. 4. Verify and update the existing pump stations in the models, as needed, utilizing actual pump flow data or pump curves, where provided by the City. 5. Add existing 6-inch or 8-inch water lines to the model that are not part of the backbone system but are required to properly evaluate the system. 6. Run 2017, 2027 (10-year) and buildout models in steady state and in a 72 -hour extended period simulation (EPS). The EPS will include the day of maximum usage and a day prior and a day after. 7. Run a fire flow analysis based on the maximum day demand condition for each service area in each base year model. Results will be based on nodal results and will be shown on exhibits in the final master plan report. 8. Update the Water Distribution Master Plan map showing the water system elements contained in the hydraulic model including: a) Line sizes and numbers of modeled lines b) Junction nodes and numbers c) Existing and recommend elevated tanks and ground storage reservoirs d) Existing and recommended pump station layouts e) CCN overlay f) Locations requiring Pressure Reducing Valves at services (If Necessary) g) The master plan map will include the electronic street, parcel and floodplain provided by the City as the base. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 7 of 16 9. Evaluate and make recommendations for system improvements for both the existing, 10-year and the master plan system. 10. Update 10-year capital improvement program including formulating opinions of probable construction costs and implementation schedule. The 10 -year capital improvement program will be based on land use and growth assumptions and planned improvement projects provided by the City. 11. Update existing to buildout facility CIP Excel spreadsheet, including graphical representations of population and demands to major system improvements (Pump Stations, Ground Storage Reservoirs, Elevated storage Tanks and supply from DWU. Excel spreadsheet to be provided to the City at the conclusion of the project. 12. Include the updated water master plan map in the impact fee report. PART II. Wastewater Collection System Master Plan Update 1. Update the City’s current 2012 Wastewater Master Plan hydraulic model data sets to 2017, 2027 and Buildout in the current release of InfoSewer wastewater modeling software. This model will be utilized in the impact fee calculation. 2. Update lines and facilit ies in models to reflect existing 2017 system including lines from information supplied by the City. 3. Unique residential per-capita rates will be established for each flow monitored basin and reviewed with the City. Flow monitoring data from a representative existing basin (supplied by the City) will be applied to the City’s land use projections to calculate projected flows in undeveloped areas for the 2027 and buildout scenarios. 4. Apply the hydraulic wastewater loadings based on existing and projected land use assumptions provided by the City. For future model maintenance, demands will be synchronized for each model scenario by an Excel spreadsheet database. 5. Develop and apply dry-weather and wet-weather hydrographs to the 2017, 2027 and buildout base loading models. 6. Run 2017, 2027 (10-year) and buildout models in a 48-hour extended period simulation (EPS). The EPS scenarios will include both wet-weather and dry-weather flows. Proposed system improvements shall be based on free -flow conditions. The existing system shall be evaluated to determine if a free -flow or surcharged condition exists. Acceptable surcharging thresholds of the existing system will be established by the City at the beginning of the project. Existing collection system lines that exceed sur charge thresholds will be evaluated for replacement or paralleling. 7. Evaluate and make recommendations for system improvements for both the existing, 10-year and the buildout collection system. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 8 of 16 8. Update 10-year capital improvement program includ ing formulating opinions of probable construction costs and implementation schedule. The 10 -year capital improvement program will be based on land use and growth assumptions and other improvement schedules provided by the City. 9. Update the Wastewater Collection System Master Plan map and include in the impact fee report showing the wastewater system elements contained in the hydraulic model including: a) Line sizes and numbers of modeled lines b) Manholes and numbers c) Lift station capacities and force main diameters d) Color coded basin delineation e) The master plan map will utilize the electronic street, parcel, creeks and flood plain provided by the City as the base. PART III. Water and Wastewater Impact Fee Calculation Update 1. Review the water and wastewater capital improvement projects included in the last impact fee report and summarize the current status of the program along with a comparison of actual project cost to the City’s estimates. 2. Review, update, and add where necessary, water and wastewater capital projects eligible for recovery in the impact fee program. 3. Run water and wastewater impact fee models for the years 2017 and 2027 based on population and land use assumptions provided by the City. Maximum flow conditions will be utilized for the impact fee calculations. 4. Inventory new and existing water and wastewater projects eligible for the impact fee program. Specifically excluded from this impact fee analysis are water and wastewater treatment, pumping and transmission facilities owned and operated by D allas Water Utilities. Generally, line sizes 10 -inches and greater will be reviewed. 5. For each water and wastewater project identified, analyze the capacity currently utilized, total capacity available, the capacity utilized during the impact fee period. 6. Review of the existing living unit equivalent (LUE) for the water and wastewater impact fee. Update water meter equivalency based on latest AWWA Standards. 7. Calculate the water and wastewater impact fee based on the list of projects eligible for recovery, actual construction cost of existing projects, projected cost of projects in the 10-year C.I.P, living unit equivalent and the utilized capacity of the facilities during the 10-year period. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 9 of 16 8. Complete a water and wastewater impact fee report inc luding calculation of maximum impact fee (50% of Maximum Fee Method), schedules, opinions of probable project costs, capacity tabulations, exhibits and capital improvement program maps. 9. Coordinate information and findings with City staff. 10. Attend three (3) meetings with City staff to discuss project approach, study findings, interim reports and final conclusions and recommendations. Make one presentation to the Impact Fee Advisory committee or City Council, and attend the Public Hearing. Additional meetings beyond the five (5) included will be considered outside the scope of the agreement and will be billed as additional work. 11. Assist the City in the preparation of PowerPoint presentations by providing slides related to the water and wastewater impact fee analysis. PART IV. Thoroughfare Plan Review (LEE Engineering) 1. Gather and review existing thoroughfare plans for Dallas, Tarrant, and Denton Counties, NCTCOG Regional Thoroughfare Plan, and plans from other cities adjoining the City of Coppell including Lewisville, Carrollton, Irving, Dallas, and Grapevine. The most current available aerial imagery and the regional travel demand model for the city will be obtained from the city and/or NCTCOG. Other relevant studies, reports, and standards such as the city’s Comprehensive Plan and Standard Construction Details will be gathered and reviewed. 2. Inventory the existing arterial and collector roadway cross -sections within the City of Coppell. Arterial roadways in the ETJ and surrounding the City of Coppell in adjoining cities will also be inventoried. 3. Existing 24-hour and turning movement traffic count data will be gathered from the city. Up to 30 additional 24-hour and up to 15 A.M. and P.M. peak period turning movement counts will be collected at critical locations. 4. Obtain the Synchro model for the City from the City or city’s signal timing consultant. Review the intersection and roadway link traffic count data and identify locations that may benefit from a change in intersection control or the addition of right or le ft turn lanes. This effort is expected to identify potential modern roundabout locations that may need more detailed evaluation. However, a detailed evaluation is part of this scope of services. We will also identify roadway links with excess capacity. We will visit the intersections and roadway links identified and observe peak period traffic operations. Projects identified in this effort will be candidates for inclusion in the Capital Improvement Plan for use in the roadway impact fee update. 5. Prepare graphics and present a summary of the map and inventory data collected to city staff and the Planning and Zoning Commission. The presentation will highlight Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 10 of 16 any roadway segments that are missing or not build to current thoroughfare plan standards. We will also highlight roadway links that may have excess capacity that could be used to enhance pedestrian and bicycle circulation. As part of this presentation, we will solicit input on concerns with the current roadway network and Thoroughfare Plan. Assist City staff in preparing a presentation to the Planning and Zoning Commission or the City Council. Attend one meeting with the Planning and Zoning Commission or City Council Meeting as part of this effort. 6. The existing roadway functional classificatio n system and design standards will be reviewed. The existing functional classification systems used by the adjoining cities, counties and NCTCOG will be used as a reference for developing any changes to the functional classes. 7. The city’s existing Thoroughfare Plan map will be reviewed. Modifications to the existing Thoroughfare Plan Map that could better serve existing and proposed land uses within the city or connections to adjacent communities will be identified. The proposed land use plan will be utilized along with existing traffic counts, travel demand model outputs from the NCTCOG for the year 2040 to determine future traffic demands on the town roadways. If significant changes are identified or if there is significant variation from the NCTCOG regional travel demand model network and there is a desire to develop updated travel demand projections, we will coordinate with NCTCOG to incorporate changes in the roadway network and projected land uses and then to run the updated travel demand model. This effort will be considered an additional service and a proposed fee for the service will be developed before proceeding. Proposed changes to the Thoroughfare Plan map will be reviewed with the city and BHC. The map will show collectors and arterial road ways. Arterial roadway connections to adjoining cities will also be included. 8. Prepare graphics and present a summary of the recommended changes to the city’s thoroughfare design standards and Thoroughfare Plan map to City Staff. This presentation will include intersection improvements identified in an earlier task. Attend one meeting with the Planning and Zoning Commission or City Council Meeting as part of this effort. We will incorporate Suggestions will be incorporated into a final recommended Thoroughfa re Plan. 9. A draft report documenting recommended changes to the existing Thoroughfare Plan Map, and functional classification system and design standards will be submitted for City review. After incorporating the City’s editorial comments, a Final Report will be prepared and presented to the City Council. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 11 of 16 10. Attend one meeting with the City Staff to present the Final Thoroughfare Plan to the City Council. PART V. Roadway Impact Fee Update (LEE Engineering) 1. Meet with the City and LEE to gather data, discuss methodologies, confirm project schedule, and discuss the City’s experience with the current roadway impact fees. We will gather information on the most recent legal requirements for roadway impact fees and methodologies that have been successfully implemented. Review and evaluate the existing roadway impact fee methodology to determine if the same methodology should be applied for the update. 2. Collect available basemap, demographic, traffic volume and roadway data (thoroughfare plan and cross-section standards). Any available updated land use, population and employment projections for use in this effort, as well as any changes / annexations to the Coppell City Limits will also be requested. Identify any additional data needs and gather the information required. 3. Review the existing service area boundaries to ensure compliance with current state regulations and ensure the boundaries contain any recently annexed land. We will review these boundaries with City Staff and identify any required modifications. 4. Review existing land use data provided by the City and LEE and compile it into a format for use in updating the roadway impact fees. The number of vehicle trips generated by the existing land uses and average trip lengths, if necessary, will be calculated. We will compile the inventory of the cross-sections of the existing collector and arterial roadways for use in updating the roadway impact fees. 5. Review projected land use, population and employment data and identify new traffic demands that will be generated in the next 10 years and at ultimate build -out of the City. 6. Assist with the development of the proposed 10 -year roadway improvement plan to ensure that projected traffic demands will be served and discuss with the City and identify any other potential roadway improvement projects. Only projects that are eligible for roadway impact fee funding will be included. Other eligible recoupment projects such as traffic signal installations will also be identified. Information on the roadway improvement projects including location, cost, and length will be compiled and assigned to service area(s) for use in calculating roadway impact fees. 7. Update service unit generation data and prepare an updated Service Unit Equivalency Table. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 12 of 16 8. Calculate a maximum fee per service unit for each service areas based on the projected growth data, service unit equivalents, and project cost data. The maximum fee per service unit is assumed to be 50 percent of the total projected updated cost of implementing the eligible components of the capital improvements plan. 9. Produce the Preliminary Roadway Impact Fee Update Report that documents the study procedures and results for review, along with an electronic version (PDF format). Incorporate review comments and produce the Final Draft Roadway Impact Fee Update Report, along with an electronic version (PDF format). Upon approval of the roadway impact fees, produce the Final Roadway Impact Fee Update Report, along with an electronic version (PDF format). 10. Participate in up to two (2) meetings with City Staff, up to two (2) Impact Fee Advisory Committee meetings, and one (1) Public Hearing. Additional meetings beyond the five included will be considered outside the scope of the agreement and will be billed as additional work. ADDITIONAL SERVICES PART I. Water Demand Analysis Determine the average daily, maximum daily, maximum hourly and minimum hourly water system demands based on the following 2017 Data: a) Water records provided by the City, including monthly metering consumption by metering cycle, hourly pumping records, hourly elevated storage tank level data, and meter data (including DWU supply meters), wholesale customer meters and any unique water demand customers within the distribution system. Hourly pumping records and hourly elevated storage tank level data to be provided from the City’s SCADA sys tem in Excel format. b) Review winter and summer non-residential gallon per acre water usage. Review non- residential user’s meter data and meter address and pressure zone designation (to be provided by the City). c) Calculate average daily, maximum daily and ma ximum hourly residential per-capita demand rates. The calculated per-capita rates will be reviewed with the City to determine the design per-capita rates to be applied to the Water Distribution Master Plan. d) Develop 72-hour diurnal curves to be utilized in the hydraulic models. e) Meet with City Staff to discuss and review the findings of the water demand analysis. Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 13 of 16 PART II. Additional Meetings Five (5) meetings are included in the scope for Parts I, II and III of the Basic Services and five (5) meetings are included in Parts IV and V of the Basic Services. Should additional meetings be required they will be invoiced separately as an additional service. Four (4) additional meetings are included in this budget as additional service. DELIVERABLES AND REPRODUCTION 1. Deliver two (2) copies of preliminary reports for the water and wastewater plan models for City review. 2. Deliver four (4) copies of preliminary impact fee report (two report copies on two occasions) for City review. 3. Prepare and deliver one (1) full size copy of the Impact Fee Capital Improvement Plan map for the water distribution system and (1) full size copy of the Impact Fee Capital Improvement Plan map for the wastewater collection system for a work shop. 4. Provide twenty (20) copies of final impact fee report. 5. Deliver Adobe Acrobat pdf file of Water and Wastewater Impact Fee report and 1”=2000’ scale color maps. 6. Deliver AutoCAD electronic drawing files (2017 release) of the Water and Wastewater Master Plan maps. 7. Deliver one (1) Water Master Plan Maps and one (1) Wastewater Master Plan Maps mounted on gator board for display. 8. On a CD, deliver H2ONET hydraulic models for model years 2017, 2027 and buildout containing the H2 ONET database attributes and associated data files and Excel demand database for the water distribution system model. 9. On a CD, deliver InfoSewer hydraulic models for model years 2017, 2027 and buildout containing the InfoSewer database attributes and associated data files and Excel demand database for the wastewater collection system model. 10. Deliver electronic files of the report material in MS Office (2010) format. 11. Deliver five (5) bound copies of the Preliminary Roadway Impact Fee Update Report that documents the study procedures and results for review, along with an electronic version (PDF format). After incorporating review comments, deliver up to ten (10) bound copies of the Final Draft Roadway Impact Fee Update Report, along with an electronic version (PDF format). Upon approval of the roadway impact fees, deliver up to ten (10) bound copies of the Final Roadway Impact Fee Update Report, along with an electronic version (PDF format). Professional Services Agreement 2017 l:\7015 contdev\coppell\master plans-impact fees\update -w-ww-road-plans-impact fees.docx Page 14 of 16 TERMS AND CONDITIONS FOR ELECTRONIC FILE TRANSFERS Electronic files are transmitted on the terms and conditions below: By opening, accessing, copying or otherwise using the transmitted electronic files, these terms and conditions are accepted by the user. A. The electronic files are compatible with the following software packages operating on a PC using Windows operating systems: ▪ AutoCAD 2017 ● WaterCAD V8XM ● Innovyze H2O NET or InfoSewer ▪ MS Word 2016, or ▪ MS Excel 2016 ▪ Adobe Acrobat (PDF) B. Birkhoff, Hendricks & Carter, L.L.P. does not make any warranty as to the compatibility of these files beyond the specified release of the above stated software. C. Because data stored on electronic media can deteriorate undetected or be modified, Birkhoff, Hendricks & Carter, L.L.P. will not be held liable for completeness or correctness of electronic media. D. The electronic files are instrume nts of our service. Where there is a conflict between the hard copy drawings and the electronic files, Birkhoff, Hendricks & Carter, L.L.P.’s hard copy file will govern in all cases. E. Electronic files may only be modified in accordance with the Texas Engin eering Practice Act for modifying another Engineer’s design. EXCLUSIONS The intent of this scope of services is to include only the services specifically listed herein and none others. Services specifically excluded from this scope of services include, but are not necessarily limited to the following: A. Consulting services by others not included in Scope of Services. B. Floodplain Studies, Applications for CLOMR or LOMR. C. Environmental impact statements and assessments. D. Fiduciary responsibility to the Client. E. Services in connection with condemnation hearings. F. Title searches. 16 17 Birkhoff, Hendricks & Carter, L.L.P. EXHIBIT "B" PROJECT COMPLETION SCHEDULE Water System Plan, Wastewater System Plan and Thoroughfare Plan Reviews and Impact Fee Updates Month 1 begins date Notice To Proceed is received Task Description Month 1 Month 2 Month 3 Month 4 Month 5 Month 6 Month 7 Month 8 Month 9 Month 10 Month 11 Gather Water, Wastewater and Traffic Data and Models Convert Water & Wastewater Models Obtain Traffic Counts Trouble shoot then Update Water & Wastewater Models Run 2017, 2017 and Build-out Water & Wastewater Models Fire Flow Analysis Prepare Preliminary Reports on All Updates City Staff Review Preliminary Reports Develop Water, Wastewater & Thoroughfare CIP City Staff Review Water, Wastewater & Thoroughfare CIP Finalize CIP and Present with Land Use Assumptions to Advisory Committee Advisory Committee Review Meeting Provide Preliminary Impact Fee Report to City City Staff Review Preliminary Impact Fee Report Finalize Impact Fee for Presentation to Advisory Committee Public Notice and Public Hearings for Land Use Assumptions, CIP and Updated Impact Fees Potential Schedule Delaying Factors (Outside Consultant Control) Interim reviews are shown for a duration of 2 weeks and longer review time will extend the schedule accordingly. Impact Fee Public Hearing Schedule may be extended due to circumstances beyond the consultant's con trol. BHC Scheduled Event: City Scheduled Event: Advisory Committee or City Council Event: Professional Services Agreement 2017 L:\7015 ContDev \Coppell \Mas ter Plans-Impact Fees\Design Schedule.xlsx Page 15 of 16 EXHIBIT “C” PAYMENT SCHEDULE Payment for Basic Engineering services described under Parts I, II and III, shall be based on a Total Lump Sum amount of $109,800. Payment for Basic Engineering services described under Parts IV and V, shall be based on a Total Lump Sum amount of $90,000. Payment for Additional Services described under Parts I, II, III, and IV shall be on the basis of salary cost times a multiplier of 2.40 for time expended on the task. Field survey crew shall be based on $155.00 per hour, inclusive of all equipment rentals and software licensing; plus, mileage charge at the IRS established rate. Expenses shall be at invoice cost times a multiplier of 1.15. The maximum overall fee established herein shall not be exceed ed without written authorization from the City, based on increased scope of services. The following is a summary of the estimated charges for the various elements of the proposed services: Basic Services (Parts I, II and III) ............................................ $109,800 Basic Services (Parts IV and V) ............................................... $ 90,000 TOTAL BASIC SERVICES (Parts I, II, III, IV and V) ........... $199,800 Additional Services (Part I Water Demand Analysis) ................ $17,000 Additional Services (Part II Meetings) ....................................... $ 4,800 TOTAL ADDITIONAL SERVICES (Parts I and II) ............... $21,800 The total maximum overall fee for Basic Services and Additional Services is $221,600. Professional Services Agreement 2017 Page 16 of 16 l:\7015 contdev\coppell\master plans-impact fees\update-w-ww-road-plans-impact fees.docx Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3758 File ID: Type: Status: 2018-3758 Agenda Item Agenda Ready 1Version: Reference: In Control: Engineering 01/16/2018File Created: Final Action: Installation of Water Mixing SystemFile Name: Title: Consider approval for the purchase and installation of a water mixing system in our ground storage reservoirs and elevated water tower; in the amount of $200,546.00; as budgeted in the Water Utility Fund; and authorizing the City Manager to sign any necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: f. Sponsors: Enactment Date: Water Mixing System Memo.pdf, PAX Mixer and WSQ Letter.pdf, VP GSR 1 - Proposal.pdf, VP GSR 2 - Proposal.pdf, Wagon Wheel EST - Proposal.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3758 Title Consider approval for the purchase and installation of a water mixing system in our ground storage reservoirs and elevated water tower; in the amount of $200,546.00; as budgeted in the Water Utility Fund; and authorizing the City Manager to sign any necessary documents. Summary Fiscal Impact: Funds have been budgeted in the Utility Operations, Other Equipment account for this purchase. 02-03-17-5060 Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3758) Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Ken Griffin, P.E., Director of Engineering and Public Works Date: January 23, 2018 Reference: Water Mixing System General Information:  Purchase of a water mixing system to be installed inside the two ground storage tanks at Village Parkway Pump Station and inside the Wagon Wheel Elevated Storage Tank.  Eliminates thermal stratification, short-circuiting and “dead zones”.  Eliminates chemical stratification and residual loss.  Reduces nitrification risk in chloraminated water systems.  The fiscal impact of this Agenda item is $200,546.00; budgeted in the Water Utility fund in the FY 17/18 budget. Introduction: This agenda item is being presented for approval of the purchase of a Water Mixing System, from PAX Water Technologies. Analysis: The City of Coppell purchases all of its water from Dallas Water Utilities (DWU). The water is delivered to us treated and chlorinated from the DWU treatment plant on Whitlock Lane (Sandy Lake Rd.) in Carrollton. This chlorination is regulated by the Texas Commission on Environmental Quality (TCEQ), and is often referred to as a “residual”. This residual is required to be maintained between a 0.5 parts per million (ppm) and 4.0 ppm. We typically see a residual in the neighborhood of 3.5 ppm in the water delivered from DWU. The chlorine residual serves as an anti-bacterial agent in the water, and the presence of a chlorine residual typically means that there is no bacteriological process in the water. Chlorine residual dissipates in water through time, temperature increases, and from the presence of bacteriological process. When the residual in our water system gets to 0.5 ppm or below we are forced to flush our system. The flushing process involves removing the water from the system by opening fire hydrants and dumping water from our elevated storage tanks. 2 In January of 2017 PAX Water Technologies installed a tank mixing and a residual control system in the Southwestern Blvd. elevated storage tank. The water loss due to flushing was reduced 50% by having only flushed a total of 42 million gallons of water in 2017 compared to a total of 88 million gallons of water in 2016. Continuing to implement a PAX water mixing systems in our 3 other reservoirs will not only reduce flushing but can rapidly eliminate thermal stratification, decrease ice formation, rapidly blend and distribute doses of residual disinfectant, and maintain uniform chemical and temperature conditions. Under some conditions, the mixing action can also reduce the rate of residual disinfectant loss and lower volatile disinfection byproducts levels inside the tank when used as part of an in-tank aeration system. PAX Water Technologies system has provided us with a proven superior performance and a proposal including a breakdown of the services they will perform and the services we will need to perform in house for the installation. Legal Review: Agenda item did not require legal review. Fiscal Impact: The fiscal impact of this Agenda item is $200,546.00; budgeted in the Water Utility fund in the FY 17/18 budget. Recommendation: The Public Works Department recommends approval of this purchase of a water mixing system from PAX Water Technologies. Phone: (866) 729-6493 Fax: (510) 550-7127 Web: www.paxwater.com December 29, 2017 To Whom It May Concern: PAX Water Technologies, Inc. of Richmond, California manufactures and supplies potable water mixers that generate a unique, high-efficiency, toroidal flow. The PAX Water mixers and the unique flow generated by the mixers are covered by one or more patents and patent applications, including U.S. Patent No. 7,862,302. PAX Water Technologies is the exclusive licensee of the referenced patents for use in potable water applications and the sole manufacturer of potable water mixers covered by one or more of the referenced patents and patent applications. PAX Water mixers provide an active tank mixing technology utilizing a unique open impeller design. In numerous trials and case studies, PAX Water mixers have been shown to deliver higher mixing power and quicker blend time for potable water storage tanks than other mixing systems. Blend time and mixing power are critical to water quality and process control. PAX Water also manufactures and supplies the PAX Water Quality Station (PAX WQS™) which closely monitors several components of water quality in real-time. The PAX WQS™ utilizes a proprietary set of water quality sensors and algorithms to accurately determine water chemistry and alerts the system to changes in critical water quality parameters such as pH, temperature and total chlorine. The PAX WQS™ is the subject of pending patent applications (see, http://www.paxwaterpatents.com). Sincerely, David Haines Vice President and General Manager PAX Water Technologies, Inc. 860 Harbour Way South Suite C Richmond, CA 94804 info@paxwater.com Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com BUDGETARY PROPOSAL PAX PWM500 MIXER FOR COPPELL, TX 4MG VILLAGE PKWY GSR TANK 1 PAX 500 SERIES MIXER PAX Water Technologies, Inc. Prepared on: December 20, 2017 AUTHORIZED SALES REPRESENTATIVE: Environmental Improvements, Inc. Fred Willms 517 North Kealy Lewsville, TX 75057 T: (214) 783-7507 Email: fwillms@ei2dallas.com Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com TABLE OF CONTENTS Cover Letter Section 1: Scope of Supply Section 2: Product Specifications Section 3: Brochures Section 4: Case Studies IMPORTANT NOTICE: All the information in this Proposal or supplied in connection with this Proposal (including drawings, designs and specifications) (collectively, the “Information”) is confidential and has been prepared for Buyer’s use solely in considering the purchase of the goods and services described. Transmission of all or any part of this Proposal to others or use by Buyer for other purposes is unauthorized without Seller’s advance written consent. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com December 20, 2017 To whom it may concern Re: PAX PWM500 Mixer for Coppell, TX Dear City of Coppell, Thank you for your interest in PAX Water Technologies, Inc., a UGSI Solutions company. We are pleased to provide a Proposal for a PAX PWM500 mixer for the 4MG Village Pkwy GSR Tank 1. Our Proposal is based on the following design criteria: Gallons of Stored Water, in Millions 4 Tank Diameter, in feet 150 Calculated Tank Height, in feet 30 Water Turnover, in Millions of Gallons per day 4 The PAX PWM500 mixer is a submersible active mixing system for potable water st orage tanks and reservoirs. When operated correctly, the PAX PWM500 mixer can rapidly eliminate thermal stratification, decrease ice formation, rapidly blend and distribute doses of residual disinfectant, and maintain uniform chemical and temperature conditions. Under some conditions, the mixing action can also reduce the rate of residual disinfectant loss and lower volatile disinfection byproduct levels inside the tank when used as part of an in-tank aeration system. Installation of the PAX PWM500 mixer is very simple. The utility or contractor can perform the “wet-side” mixer installation while the tank is full by lowering the mixer into the tank access hatch using a stainless steel chain. Equipment start-up may be provided by PAX or the local PAX representative. PAX will provide installation a start-up checklist form. A detailed scope of work and budgetary price for the complete system is listed in Section 1 of this Proposal. Section 2, 3 and 4 include our product specifications and brochures. The PAX line of water mixers offers many advantages, including: • Eliminates thermal stratification, short-circuiting and “dead zones” • Eliminates chemical stratification and residual loss • Lowers surface water temperature and combats biofilm growth • Reduces variability in water taste and odor • Reduces nitrification risk in chloraminated water systems • Lowers rate of disinfection by-product (DBP) formation • Delivered and installed quickly, with minimal construction and installation cost • Proven track record supported by years of successful operational experience We look forward to working with you on this project. If we can be of any further assistance, please do not hesitate to contact our sales representative, Fred Willms at Environmental Improvements, Inc., or me at (218) 636-6129. Thank you. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com Sincerely, John Koch Regional Sales Manager cc: David Haines, PAX Water Technologies, Inc. Ivan Hartanto, PAX Water Technologies, Inc. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 1 SCOPE OF SUPPLY PAX PWM500 MIXER A. Scope of Work by PAX – Equipment B. Scope of Work by PAX - Installation C. Scope of Work by Others D. Clarifications/Exceptions E. Terms of Payment/Price Validity F. Delivery G. Warranty Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com A. SCOPE OF WORK BY PAX - EQUIPMENT The following equipment and services comprise our scope of work: No Item Description Qty. 1. PWM500 Mixer Wet Assembly, including: ▪ Stainless steel 316 impeller designed to mix up to 15 million gallons of water ▪ Passivated to minimize corrosion ▪ The ability to function continuously regardless of tank cycles ▪ 230V three phase 1.0 HP water-cooled motor provided by the PAX Control Center 1 2. Control Center Dry Assembly with SCADA Compatibility, including: Nema 3R Enclosure: ▪ Lockable and weather resistant ▪ Overall weight of control center 50 lbs. ▪ Green and Red LED Indicator lights to display motor status Motor Controller/VFD: ▪ 115VAC single phase, rated to 1.0 HP ▪ Operating temperature range -4 ºF to 129 ºF (-20 ºC to 54 ºC) ▪ Manual speed control ▪ Thermal shut-off protection built-in ▪ Current overload protection built-in ▪ 300mA trip level GFCI SCADA outputs included: ▪ Digital Output signal indicating motor running ▪ Digital Output signal indicating fault ▪ Digital Input/Output signal for remote motor on/off ▪ RS-485 or Dry Contact connections 1 3. Cable 130 ft., including: ▪ Flat-jacketed 4 conductor 1 4. Tripod Assembly, PWM 500, including: ▪ Stainless steel 316 legs ▪ Chlorine/chloramine resistant rubber foot pad to avoid scratching tank floor ▪ Stainless steel knobs for tool-less installation 1 5. Long Bail Handle & Chain ▪ Stainless steel 316 handle to deploy mixer in full tanks 1 6. Tank Penetration Accessories ▪ Stainless steel strain relief for 4 wire flat-jacketed cable 1 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com 7. Design Submittal and Operation & Maintenance Manual as Follows ▪ Submittals: Qty. One (1) Sent Electronically ▪ O&M Manual: Qty. One (1) Hard Copy Please notify us if an alternate quantity is required so that we can modify our Proposal accordingly. Included 8. Manufacturer’s Field Services (1 Day(s) at the Jobsite), including: ▪ Installation Inspection ▪ System Start-Up ▪ Operator Training Included 9. FOB Factory, Richmond, CA with Full Freight Allowed to Jobsite, Coppell, TX Included BUDGETARY PRICE [ITEMS 1-9] $41,423 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com B. SCOPE OF WORK BY PAX – INSTALLATION The Following scope of work is based on installing both mixers in each tank during the same week on the same trip. Each mixer will be placed off center of the tank under the hatch location. Control Panels are expected to be based at the base of the tank at within 10 ft of the ladder. PAX Control Panel Panel will be outside at base of each tank with n 10 ft of ladder. • Support will be Unistrut frame secured into ground unless concrete pad is already available • Electrical Service for power will be brought to panel by Utility. 20 amp no gfi circuit • Conduit will be run from panel to top hatch at top of tank and penetrated for mixer cable. • Mixer wire will be pulled thru conduit PWM Mixers – Concrete ground Storage Tanks • Mixer will be set on bottom off tank off center at hatch location. • Mixer will be mounted on tripod and lowered by handle and chain to rest on floor. BUDGETARY PRICE FOR INSTALLATION $15,100 Exceptions for installation: NOT INCLUDED IN SCOPE 1. This does not include any cost or work for Scada integration 2. Any underground or structural work. 3. Any civil work or concrete pad formation 4. Electrical Service to Panel 5. Anchor bolts and seismic restraints. 6. Heat tracing and insulation of all interconnecting equipment. 7. Room ventilation, air conditioning or lighting. 8. Record Drawing 9. Any video recording 10. Tank cleaning or repair 11. Trenching exceeding 25’ 12. Structural calculations 13. All taxes, fees, lien waivers, bonds and licenses. 14. Any permitting or regulatory approvals. 15. Any items not explicitly listed under Scope of Work by PAX above. CLARIFICATIONS ON INSTALLATION 1. This install estimate is based on installing both Ground storage tank mixers in the same week on the same trip. 2. At customers discretion mixers may be placed in center of tank, if tank is em ptied. 3. Drain will be routed outside of building thru fabricated opening. Once outside the building the rest of the remainder of the drain routing is the responsibility of Coppell. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com C. SCOPE OF WORK BY OTHERS 1. Equipment unloading and installation. 2. All civil works and concrete pad for equipment. 3. Any underground or structural work. 4. Anchor bolts and seismic restraints. 5. Heat tracing and insulation of all interconnecting equipment. 6. Room ventilation, air conditioning or lighting. 7. Any video recording. 8. Electrical power to control panel. 9. Any electrical conduit runs. 10. Any tank recoating services, labor, or parts. 11. Any tank hatch penetrations. 12. All electrical conduit, wiring, electrical material, etc. between control panel, SCADA, etc. 13. All taxes, fees, lien waivers, bonds and licenses. 14. Any permitting or regulatory approvals. 15. Any items not explicitly listed under Scope of Work by PAX above. C. CLARIFICATIONS 1. Installation inspection, start-up and operator training can be provided by a PAX representative for a mutually agreed fee if they are not included in PAX’s Scope of Work above. Whether or not PAX is providing start-up services, PAX will provide a start-up checklist. 2. If transaction is tax-exempt, please submit Tax Exemption Certificate to PAX. 3. PAX requires a minimum of two (2) weeks notification prior to performing onsite installation inspection, system start-up and training. PAX will work with you to attempt to accommodate your scheduling needs. Contact the Service Department at (866) 729-6493 to schedule the onsite visit. 4. Once the on-site service has been scheduled, PAX requires a minimum of one (1) week notification in the event of a delay. Notice of delay received less than one (1) week prior to a scheduled site visit may result in a change fee. D. TERMS OF PAYMENT/PRICE VALIDITY ▪ Payment terms are 100% net 30 days after shipment of equipment. ▪ Price valid for 90 days. PAX may reprice this Proposal thereafter or if delivery occurs more than 365 days after PAX receives a mutually agreed order. E. DELIVERY ▪ Submittals: 2 weeks after receipt of mutually agreed order ▪ Equipment Shipment: 4 weeks after approval of submittals F. WARRANTY ▪ The Warranty Period for the PAX PWM500 mixer is 24 months on all supplied parts and 120 days on labor. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 2 PRODUCT SPECIFICATIONS PAX PWM500 MIXER Part # 1101-7297-01-A For more information, contact us at 1-866-729-6493 or visit www.paxwater.com Product Specification The PAX Water Mixer (PWM500) is a powerful active mixer that improves water quality in water storage tanks. The mixer’s patented Lily impeller creates a powerful vortex flow pattern to thoroughly circulate the entire tank volume while using very little energy. PAX Water Mixers are easy to install and maintain— no heavy cranes, lifting equipment or tank alterations are required and the mixer can be easily lowered through the tank hatch or installed by a diver. • Eliminates thermal stratification • Improves disinfectant residual levels • Lowers DBPs and nitrifying bacteria • Protects tank from ice damage and corrosion • Reduces variability in water taste and odor Product Specification The PAX Water Mixer creates a powerful vortex flow pattern to thoroughly mix the entire tank volume. Part # 1101-7297-01-A For more information, contact us at 1-866-729-6493 or visit www.paxwater.com Product Specification Product Specification TOP VIEW SIDE VIEW CONTROL CENTER MIXER SPECIFICATIONS Power Supply Requirement 120/240 VAC, 50/60 Hz, 15 amp circuit Customer Supplied Power Switch Type 3R safety disconnect switch Motor Type 230 VAC, water-filled, water-lubricated RPM 1600 Nominal Power Draw 1.035 kVA (1035 watts) Impeller Specifications 316 stainless steel 8” (21 cm) tall x 5” (11 cm) diameter Footprint Diameter 3’ 10” (117 cm) Height 4’ 1” (124 cm) Weight: Mixer Assembly 59 lbs. (27 kg) Control Center Dimensions 42 lbs. (19 kg) (20” x 16” x 8” / 50 cm x 40 cm x 20 cm) Material: Control Center Powder-coated carbon steel, Type 3R enclosure Material: Stand 316 stainless steel Material: Motor Seals Chlorine/chloramine-resistant NBR rubber Material: Feet Chlorine/chloramine-resistant EPDM rubber Wiring NSF 61 & UL-listed submersible pump cable 14 AWG (2.1 mm2) XLPE (.78 in x .28 in / 20 mm x 7 mm) Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 3 BROCHURES WATER QUALITY STARTS WITH POWERFUL MIXING TANK MIXING SYSTEMS Water Quality Management Tank Mixing Systems Benefits of Powerful Active Mixing: • Eliminate thermal and chemical stratification • Reduce disinfection byproducts (DBPs) • Reduce water age • Asset protection: Reduce ice formation and headspace corrosion Your first step toward improved water quality PAX Water Technologies is the leading manufacturer of technologies used to improve water quality in storage tanks and distribution systems. The PAX Mixer design is based on rigorous scientific analysis of fluid mechanical principles to achieve rapid disinfectant blend time. The mixers are designed for energy efficiency and engineered for ease of installation. With an installed base of several thousand mixers around the world and average fleet age of seven years, the PAX family of mixers are the most frequently specified, lowest maintenance mixing systems in the world. Features: • NSF61 certified • Small footprint for easy installation • Solar power option available • Integrates with Monoclor® RCS and PAX TRSTM THM Removal Systems Since the PAX Mixer has been installed, we’ve seen better residual at the top and bottom layers and have had great water quality; futhermore, nitrification levels dropped significantly. Randall Wilhelm, O&M Distribution Supervisor South Coast Water District, California ““ Any Tank, Any Size No Hassle Installation & Integration Integrating mixing equipment into your water distribution system is easy. Our team of engineers and water quality experts works closely with municipal operators and engineers to ensure that installation is smooth and water quality goals are achieved. SIMPLE HATCH SELF-INSTALLATION WET OR DRY INSTALLATION OPTIONS JET, IMPELLER & EDUCTOR MIXERS The PAX Mixer works, plain and simple. I’m never going to worry about ice again. Frank Kearney Sr., Superintendent Old Town Water District, Maine “” Improve Disinfectant Residual Control Mixers capable of rapid blend times are essential to accurately controlling residual when dosing disinfectant. Reduce Tank Corrosion Active mixing can lower head space temperatures inside tanks, decreasing corrosion in tank interiors. Reduce Biofilm & THM Precursors Active mixing combined with powerful aeration and ventilation can drive down THM levels in tanks. Reduce or Eliminate Ice Formation Powerful active mixing can reduce or eliminate ice formation in tanks to protect valuable tank assets. Regardless of tank size or disinfectant, PAX Water Technologies has the right mixer for your process goal. PAX Water Technologies applies rigorous modeling and testing to predict and validate disinfectant blend time performance PAX Water Technologies, Inc. 860 Harbour Way S, Suite C | Richmond, CA 94804 Phone: (866)729-6493 Email: sales@ugsicorp.com | www.paxwater.com Rev. A © 2017 PAX Water Technologies, Inc. All rights reserved. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 4 CASE STUDIES PAX Water Technologies Mixer PP-013 Rev. 0 10-01-13 Project Profile www.paxwater.com Active Mixing Improves Residual Levels and Stabilizes Water Quality in 5-MG Underground Tank The City of Covina, CA faces water quality challenges that are typical for many urban and suburban water systems across the Southern United States. Nestled in the heart of greater Los Angeles, Covina receives water from several sources, and distributes finished water through multiple pressure zones. With large variations in seasonal demand, operators must balance maintaining supply and reducing water age with requirements for emergency preparedness. While overall water quality throughout the service area was very good, operators struggled with one section of their distribution system that was fed from a 5 MG underground tank – the largest tank in their system. Even though this tank was below grade and well-insulated, operators could tell that the water inside was thermally stratified and poorly mixed. When opening the tank hatch on a warm day, operators were hit with a blast of hot, humid air that indicated that the surface water inside the tank was quite warm. Spot measurements showed that surface water temperatures were 10 to 20 °F warmer than the bottom water layer during summer months. Disinfectant residual levels entering the tank were typically around 1.0 ppm, but water leaving the tank had only 0.5 ppm of disinfectant residual or less. By the time this low residual water reached the far end of the system, residual levels were unacceptably low. Operators developed a practice of manually boosting residual levels at the 5 MG tank. A recirculating pump system at the tank site allowed them to feed disinfectant into a stream of water in order to disperse the disinfectant. But it was uncertain whether this achieved adequate mixing. “The procedure was cumbersome and time-consuming,” recalls Operations Supervisor Dean Dospital. “I don’t like having my operators handling all of those chemicals.” A visit by Brian Doane of D&H Water Systems in 2009 was the first introduction the Covina team had to active mixing and its potential to improve residual retention in water storage tanks. D&H Water Systems specializes in water quality equipment, including chemical feed systems and active mixing technology. Doane presented the PAX Water Mixer to Covina and proposed a trial to demonstrate its performance. Using submersible temperature probes, Doane showed that the 5 MG tank was thermally stratified: warm water was trapped in the top of the tank – leading to high water age, high surface water temperatures and accelerated disinfectant residual consumption. The Covina team hired a diver to install the PAX Water Mixer in the center of the 5 MG tank. After turning the unit on, operators at Covina saw their thermal stratification problem disappear. Completely mixed conditions were established after only a few hours and residual levels inside the tank improved dramatically. Whereas operators had PAX Water Technologies Mixer PP-013 Rev. 0 10-01-13 Project Profile www.paxwater.com been routinely dosing between 10-15 lbs. of hypochlorite solution into the tank before the mixer was installed, operators were able to completely eliminate disinfectant boosting after the mixer was installed and running. “From the time we installed the mixer, I noticed we were retaining residual – that was a big selling point,” recalls Dospital. Subsequent temperature monitoring for the next six months showed that the tank remained completely mixed under all weather conditions (Figure 1). After the early success with the PAX Water Mixer, the Covina team proceeded with a full cleaning of the tank. This would ensure that, with constant movement provided by the mixer, sediment accumulation inside the tank would be reduced. Since the installation of the PAX Water Mixer in 2010, water quality conditions in the 5 MG tank have remained under control. “It has become a trouble-free tank,” reports Dospital. “It’s really what I always wanted.” In 2013, Covina green-lighted additional mixers for four other tanks in their system. These tanks don’t have quite as severe a residual problem as the 5 MG tank, but during periods of low water use (in the winter) turnover in these tanks is low. “In two of our tanks we installed the mixer ourselves,” reports Dospital. “It makes me feel a lot better knowing that the water in my tanks is always moving.” “From the time we installed the mixer, I noticed we were retaining residual – that was a big selling point.” Dean Dospital, Operations Supervisor, City of Covina Figure 1. Temperature data from the 5 MG underground tank at Covina, CA after the PAX Water Mixer was installed. Uniform temperatures throughout the seasons indicate well-mixed conditions Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com BUDGETARY PROPOSAL PAX PWM500 MIXER FOR COPPELL, TX 6MG VILLAGE PKWY GSR TANK 2 PAX 500 SERIES MIXER PAX Water Technologies, Inc. Prepared on: December 20, 2017 AUTHORIZED SALES REPRESENTATIVE: Environmental Improvements, Inc. Fred Willms 517 North Kealy Lewsville, TX 75057 T: (214) 783-7507 Email: fwillms@ei2dallas.com Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com TABLE OF CONTENTS Cover Letter Section 1: Scope of Supply Section 2: Product Specifications Section 3: Brochures Section 4: Case Studies IMPORTANT NOTICE: All the information in this Proposal or supplied in connection with this Proposal (including drawings, designs and specifications) (collectively, the “Information”) is confidential and has been prepared for Buyer’s use solely in considering the purchase of the goods and services described. Transmission of all or any part of this Proposal to others or use by Buyer for other purposes is unauthorized without Seller’s advance written consent. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com December 20, 2017 To whom it may concern Re: PAX PWM500 Mixer for Coppell, TX Dear City of Coppell, Thank you for your interest in PAX Water Technologies, Inc., a UGSI Solutions company. We are pleased to provide a Proposal for a PAX PWM500 mixer for the 6MG Village Pkwy GSR Tank 2. Our Proposal is based on the following design criteria. Gallons of Stored Water, in Millions 6 Tank Diameter, in feet 185 Calculated Tank Height, in feet 31 Water Turnover, in Millions of Gallons per day 6 The PAX PWM500 mixer is a submersible active mixing system for potable water st orage tanks and reservoirs. When operated correctly, the PAX PWM500 mixer can rapidly eliminate thermal stratification, decrease ice formation, rapidly blend and distribute doses of residual disinfectant, and maintain uniform chemical and temperature conditions. Under some conditions, the mixing action can also reduce the rate of residual disinfectant loss and lower volatile disinfection byproduct levels inside the tank when used as part of an in-tank aeration system. Installation of the PAX PWM500 mixer is very simple. The utility or contractor can perform the “wet-side” mixer installation while the tank is full by lowering the mixer into the tank access hatch using a stainless steel chain. Equipment start-up may be provided by PAX or the local PAX representative. PAX will provide installation a start-up checklist form. A detailed scope of work and budgetary price for the complete system is listed in Section 1 of this Proposal. Section 2, 3 and 4 include our product specifications and brochures. The PAX line of water mixers offers many advantages, including: • Eliminates thermal stratification, short-circuiting and “dead zones” • Eliminates chemical stratification and residual loss • Lowers surface water temperature and combats biofilm growth • Reduces variability in water taste and odor • Reduces nitrification risk in chloraminated water systems • Lowers rate of disinfection by-product (DBP) formation • Delivered and installed quickly, with minimal construction and installation cost • Proven track record supported by years of successful operational experience We look forward to working with you on this project. If we can be of any further assistance, please do not hesitate to contact our sales representative, Fred Willms at Environmental Improvements, Inc., or me at (218) 636-6129. Thank you. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com Sincerely, John Koch Regional Sales Manager cc: David Haines, PAX Water Technologies, Inc. Ivan Hartanto, PAX Water Technologies, Inc. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 1 SCOPE OF SUPPLY PAX PWM500 MIXER A. Scope of Work by PAX – Equipment B. Scope of Work by PAX - Installation C. Scope of Work by Others D. Clarifications/Exceptions E. Terms of Payment/Price Validity F. Delivery G. Warranty Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com A. SCOPE OF WORK BY PAX - EQUIPMENT The following equipment and services comprise our scope of work: No Item Description Qty. 1. PWM500 Mixer Wet Assembly, including: ▪ Stainless steel 316 impeller designed to mix up to 15 million gallons of water ▪ Passivated to minimize corrosion ▪ The ability to function continuously regardless of tank cycles ▪ 230V three phase 1.0 HP water-cooled motor provided by the PAX Control Center 1 2. Control Center Dry Assembly with SCADA Compatibility, including: Nema 3R Enclosure: ▪ Lockable and weather resistant ▪ Overall weight of control center 50 lbs. ▪ Green and Red LED Indicator lights to display motor status Motor Controller/VFD: ▪ 115VAC single phase, rated to 1.0 HP ▪ Operating temperature range -4 ºF to 129 ºF (-20 ºC to 54 ºC) ▪ Manual speed control ▪ Thermal shut-off protection built-in ▪ Current overload protection built-in ▪ 300mA trip level GFCI SCADA outputs included: ▪ Digital Output signal indicating motor running ▪ Digital Output signal indicating fault ▪ Digital Input/Output signal for remote motor on/off ▪ RS-485 or Dry Contact connections 1 3. Cable 130 ft., including: ▪ Flat-jacketed 4 conductor 1 4. Tripod Assembly, PWM 500, including: ▪ Stainless steel 316 legs ▪ Chlorine/chloramine resistant rubber foot pad to avoid scratching tank floor ▪ Stainless steel knobs for tool-less installation 1 5. Long Bail Handle & Chain ▪ Stainless steel 316 handle to deploy mixer in full tanks 1 6. Tank Penetration Accessories ▪ Stainless steel strain relief for 4 wire flat-jacketed cable 1 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com 7. Design Submittal and Operation & Maintenance Manual as Follows ▪ Submittals: Qty. One (1) Sent Electronically ▪ O&M Manual: Qty. One (1) Hard Copy Please notify us if an alternate quantity is required so that we can modify our Proposal accordingly. Included 8. Manufacturer’s Field Services (1 Day(s) at the Jobsite), including: ▪ Installation Inspection ▪ System Start-Up ▪ Operator Training Included 9. FOB Factory, Richmond, CA with Full Freight Allowed to Jobsite, Coppell, TX Included BUDGETARY PRICE [ITEMS 1-9] $41,423 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com B. SCOPE OF WORK BY PAX – INSTALLATION The Following scope of work is based on installing both mixers in each tank during the same week on the same trip. Each mixer will be placed off center of the tank under the hatch location. Control Panels are expected to be based at the base of the tank at within 10 ft of the ladder. PAX Control Panel Panel will be outside at base of each tank with n 10 ft of ladder. • Support will be Unistrut frame secured into ground unless concrete pad is already available • Electrical Service for power will be brought to panel by Utility. 20 amp no gfi circuit • Conduit will be run from panel to top hatch at top of tank and penetrated for mixer cable. • Mixer wire will be pulled thru conduit PWM Mixers – Concrete ground Storage Tanks • Mixer will be set on bottom off tank off center at hatch location. • Mixer will be mounted on tripod and lowered by handle and chain to rest on floor. BUDGETARY PRICE FOR INSTALLATION $15,100 Exceptions for installation: NOT INCLUDED IN SCOPE 1. This does not include any cost or work for Scada integration 2. Any underground or structural work. 3. Any civil work or concrete pad formation 4. Electrical Service to Panel 5. Anchor bolts and seismic restraints. 6. Heat tracing and insulation of all interconnecting equipment. 7. Room ventilation, air conditioning or lighting. 8. Record Drawing 9. Any video recording 10. Tank cleaning or repair 11. Trenching exceeding 25’ 12. Structural calculations 13. All taxes, fees, lien waivers, bonds and licenses. 14. Any permitting or regulatory approvals. 15. Any items not explicitly listed under Scope of Work by PAX above. CLARIFICATIONS ON INSTALLATION 1. This install estimate is based on installing both Ground storage tank mixers in the same week on the same trip. 2. At customers discretion mixers may be placed in center of tank, if tank is emptied. 3. Drain will be routed outside of building thru fabricated opening. Once outside the building the rest of the remainder of the drain routing is the responsibility of Coppell. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com C. SCOPE OF WORK BY OTHERS 1. Equipment unloading and installation. 2. All civil works and concrete pad for equipment. 3. Any underground or structural work. 4. Anchor bolts and seismic restraints. 5. Heat tracing and insulation of all interconnecting equipment. 6. Room ventilation, air conditioning or lighting. 7. Any video recording. 8. Electrical power to control panel. 9. Any electrical conduit runs. 10. Any tank recoating services, labor, or parts. 11. Any tank hatch penetrations. 12. All electrical conduit, wiring, electrical material, etc. between control panel, SCADA, etc. 13. All taxes, fees, lien waivers, bonds and licenses. 14. Any permitting or regulatory approvals. 15. Any items not explicitly listed under Scope of Work by PAX above. C. CLARIFICATIONS 1. Installation inspection, start-up and operator training can be provided by a PAX representative for a mutually agreed fee if they are not included in PAX’s Scope of Work above. Whether or not PAX is providing start-up services, PAX will provide a start-up checklist. 2. If transaction is tax-exempt, please submit Tax Exemption Certificate to PAX. 3. PAX requires a minimum of two (2) weeks notification prior to performing onsite installation inspection, system start-up and training. PAX will work with you to attempt to accommodate your scheduling needs. Contact the Service Department at (866) 729-6493 to schedule the onsite visit. 4. Once the on-site service has been scheduled, PAX requires a minimum of one (1) week notification in the event of a delay. Notice of delay received less than one (1) week prior to a scheduled site visit may result in a change fee. D. TERMS OF PAYMENT/PRICE VALIDITY ▪ Payment terms are 100% net 30 days after shipment of equipment. ▪ Price valid for 90 days. PAX may reprice this Proposal thereafter or if delivery occurs more than 365 days after PAX receives a mutually agreed order. E. DELIVERY ▪ Submittals: 2 weeks after receipt of mutually agreed order ▪ Equipment Shipment: 4 weeks after approval of submittals F. WARRANTY ▪ The Warranty Period for the PAX PWM500 mixer is 24 months on all supplied parts and 120 days on labor. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 2 PRODUCT SPECIFICATIONS PAX PWM500 MIXER Part # 1101-7297-01-A For more information, contact us at 1-866-729-6493 or visit www.paxwater.com Product Specification The PAX Water Mixer (PWM500) is a powerful active mixer that improves water quality in water storage tanks. The mixer’s patented Lily impeller creates a powerful vortex flow pattern to thoroughly circulate the entire tank volume while using very little energy. PAX Water Mixers are easy to install and maintain— no heavy cranes, lifting equipment or tank alterations are required and the mixer can be easily lowered through the tank hatch or installed by a diver. • Eliminates thermal stratification • Improves disinfectant residual levels • Lowers DBPs and nitrifying bacteria • Protects tank from ice damage and corrosion • Reduces variability in water taste and odor Product Specification The PAX Water Mixer creates a powerful vortex flow pattern to thoroughly mix the entire tank volume. Part # 1101-7297-01-A For more information, contact us at 1-866-729-6493 or visit www.paxwater.com Product Specification Product Specification TOP VIEW SIDE VIEW CONTROL CENTER MIXER SPECIFICATIONS Power Supply Requirement 120/240 VAC, 50/60 Hz, 15 amp circuit Customer Supplied Power Switch Type 3R safety disconnect switch Motor Type 230 VAC, water-filled, water-lubricated RPM 1600 Nominal Power Draw 1.035 kVA (1035 watts) Impeller Specifications 316 stainless steel 8” (21 cm) tall x 5” (11 cm) diameter Footprint Diameter 3’ 10” (117 cm) Height 4’ 1” (124 cm) Weight: Mixer Assembly 59 lbs. (27 kg) Control Center Dimensions 42 lbs. (19 kg) (20” x 16” x 8” / 50 cm x 40 cm x 20 cm) Material: Control Center Powder-coated carbon steel, Type 3R enclosure Material: Stand 316 stainless steel Material: Motor Seals Chlorine/chloramine-resistant NBR rubber Material: Feet Chlorine/chloramine-resistant EPDM rubber Wiring NSF 61 & UL-listed submersible pump cable 14 AWG (2.1 mm2) XLPE (.78 in x .28 in / 20 mm x 7 mm) Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 3 BROCHURES WATER QUALITY STARTS WITH POWERFUL MIXING TANK MIXING SYSTEMS Water Quality Management Tank Mixing Systems Benefits of Powerful Active Mixing: • Eliminate thermal and chemical stratification • Reduce disinfection byproducts (DBPs) • Reduce water age • Asset protection: Reduce ice formation and headspace corrosion Your first step toward improved water quality PAX Water Technologies is the leading manufacturer of technologies used to improve water quality in storage tanks and distribution systems. The PAX Mixer design is based on rigorous scientific analysis of fluid mechanical principles to achieve rapid disinfectant blend time. The mixers are designed for energy efficiency and engineered for ease of installation. With an installed base of several thousand mixers around the world and average fleet age of seven years, the PAX family of mixers are the most frequently specified, lowest maintenance mixing systems in the world. Features: • NSF61 certified • Small footprint for easy installation • Solar power option available • Integrates with Monoclor® RCS and PAX TRSTM THM Removal Systems Since the PAX Mixer has been installed, we’ve seen better residual at the top and bottom layers and have had great water quality; futhermore, nitrification levels dropped significantly. Randall Wilhelm, O&M Distribution Supervisor South Coast Water District, California ““ Any Tank, Any Size No Hassle Installation & Integration Integrating mixing equipment into your water distribution system is easy. Our team of engineers and water quality experts works closely with municipal operators and engineers to ensure that installation is smooth and water quality goals are achieved. SIMPLE HATCH SELF-INSTALLATION WET OR DRY INSTALLATION OPTIONS JET, IMPELLER & EDUCTOR MIXERS The PAX Mixer works, plain and simple. I’m never going to worry about ice again. Frank Kearney Sr., Superintendent Old Town Water District, Maine “” Improve Disinfectant Residual Control Mixers capable of rapid blend times are essential to accurately controlling residual when dosing disinfectant. Reduce Tank Corrosion Active mixing can lower head space temperatures inside tanks, decreasing corrosion in tank interiors. Reduce Biofilm & THM Precursors Active mixing combined with powerful aeration and ventilation can drive down THM levels in tanks. Reduce or Eliminate Ice Formation Powerful active mixing can reduce or eliminate ice formation in tanks to protect valuable tank assets. Regardless of tank size or disinfectant, PAX Water Technologies has the right mixer for your process goal. PAX Water Technologies applies rigorous modeling and testing to predict and validate disinfectant blend time performance PAX Water Technologies, Inc. 860 Harbour Way S, Suite C | Richmond, CA 94804 Phone: (866)729-6493 Email: sales@ugsicorp.com | www.paxwater.com Rev. A © 2017 PAX Water Technologies, Inc. All rights reserved. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 4 CASE STUDIES PAX Water Technologies Mixer PP-013 Rev. 0 10-01-13 Project Profile www.paxwater.com Active Mixing Improves Residual Levels and Stabilizes Water Quality in 5-MG Underground Tank The City of Covina, CA faces water quality challenges that are typical for many urban and suburban water systems across the Southern United States. Nestled in the heart of greater Los Angeles, Covina receives water from several sources, and distributes finished water through multiple pressure zones. With large variations in seasonal demand, operators must balance maintaining supply and reducing water age with requirements for emergency preparedness. While overall water quality throughout the service area was very good, operators struggled with one section of their distribution system that was fed from a 5 MG underground tank – the largest tank in their system. Even though this tank was below grade and well-insulated, operators could tell that the water inside was thermally stratified and poorly mixed. When opening the tank hatch on a warm day, operators were hit with a blast of hot, humid air that indicated that the surface water inside the tank was quite warm. Spot measurements showed that surface water temperatures were 10 to 20 °F warmer than the bottom water layer during summer months. Disinfectant residual levels entering the tank were typically around 1.0 ppm, but water leaving the tank had only 0.5 ppm of disinfectant residual or less. By the time this low residual water reached the far end of the system, residual levels were unacceptably low. Operators developed a practice of manually boosting residual levels at the 5 MG tank. A recirculating pump system at the tank site allowed them to feed disinfectant into a stream of water in order to disperse the disinfectant. But it was uncertain whether this achieved adequate mixing. “The procedure was cumbersome and time-consuming,” recalls Operations Supervisor Dean Dospital. “I don’t like having my operators handling all of those chemicals.” A visit by Brian Doane of D&H Water Systems in 2009 was the first introduction the Covina team had to active mixing and its potential to improve residual retention in water storage tanks. D&H Water Systems specializes in water quality equipment, including chemical feed systems and active mixing technology. Doane presented the PAX Water Mixer to Covina and proposed a trial to demonstrate its performance. Using submersible temperature probes, Doane showed that the 5 MG tank was thermally stratified: warm water was trapped in the top of the tank – leading to high water age, high surface water temperatures and accelerated disinfectant residual consumption. The Covina team hired a diver to install the PAX Water Mixer in the center of the 5 MG tank. After turning the unit on, operators at Covina saw their thermal stratification problem disappear. Completely mixed conditions were established after only a few hours and residual levels inside the tank improved dramatically. Whereas operators had PAX Water Technologies Mixer PP-013 Rev. 0 10-01-13 Project Profile www.paxwater.com been routinely dosing between 10-15 lbs. of hypochlorite solution into the tank before the mixer was installed, operators were able to completely eliminate disinfectant boosting after the mixer was installed and running. “From the time we installed the mixer, I noticed we were retaining residual – that was a big selling point,” recalls Dospital. Subsequent temperature monitoring for the next six months showed that the tank remained completely mixed under all weather conditions (Figure 1). After the early success with the PAX Water Mixer, the Covina team proceeded with a full cleaning of the tank. This would ensure that, with constant movement provided by the mixer, sediment accumulation inside the tank would be reduced. Since the installation of the PAX Water Mixer in 2010, water quality conditions in the 5 MG tank have remained under control. “It has become a trouble-free tank,” reports Dospital. “It’s really what I always wanted.” In 2013, Covina green-lighted additional mixers for four other tanks in their system. These tanks don’t have quite as severe a residual problem as the 5 MG tank, but during periods of low water use (in the winter) turnover in these tanks is low. “In two of our tanks we installed the mixer ourselves,” reports Dospital. “It makes me feel a lot better knowing that the water in my tanks is always moving.” “From the time we installed the mixer, I noticed we were retaining residual – that was a big selling point.” Dean Dospital, Operations Supervisor, City of Covina Figure 1. Temperature data from the 5 MG underground tank at Covina, CA after the PAX Water Mixer was installed. Uniform temperatures throughout the seasons indicate well-mixed conditions Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com BUDGETARY PROPOSAL PAX PWM400 MIXER FOR COPPELL, TX 2MG WAGON WHEEL TANK RCS PAX 400 SERIES MIXER PAX Water Technologies, Inc. Prepared on: December 20, 2017 AUTHORIZED SALES REPRESENTATIVE: Environmental Improvements, Inc. Fred Willms 517 North Kealy Lewsville, TX 75057 T: (214) 783-7507 Email: fwillms@ei2dallas.com Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com TABLE OF CONTENTS Cover Letter Section 1: Scope of Supply Section 2: Product Specifications Section 3: Brochures IMPORTANT NOTICE: All the information in this Proposal or supplied in connection with this Proposal (including drawings, designs and specifications) (collectively, the “Information”) is confidential and has been prepared for Buyer’s use solely in considering the purchase of the goods and services described. Transmission of all or any part of this Proposal to others or use by Buyer for other purposes is unauthorized without Seller’s advance written consent. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com December 20, 2017 To whom it may concern Re: PAX PWM400 Mixer for Coppell, TX Dear City of Coppell, Thank you for your interest in PAX Water Technologies, Inc., a UGSI Solutions company. We are pleased to provide a Proposal for a PAX PWM400 mixer and PAX WQS™ 1000 for the 2MG Wagon Wheel Tank RCS. Our Proposal is based on the following design criteria: Gallons of Stored Water, in Millions 2 The PAX PWM400 mixer is a submersible active mixing system for potable water storage tanks and reservoirs. When operated correctly, the PAX PWM400 mixer can rapidly eliminate thermal stratification, decrease ice formation, rapidly blend and distribute doses of residual disinfectant, and maintain uniform chemical and temperature conditions. Under some conditions, the mixing action can also reduce the rate of residual disinfectant loss and lower volatile disinfection byproduct levels inside the tank when used as part of an in-tank aeration system. Equipment start-up may be provided by PAX or the local PAX representative. PAX will provide installation a start-up checklist form. A detailed scope of work and budgetary price for the complete system is listed in Section 1 of this Proposal. Section 2 and 3 include our product specifications and brochures. The PAX line of water mixers offers many advantages, including: • Eliminates thermal stratification, short-circuiting and “dead zones” • Eliminates chemical stratification and residual loss • Lowers surface water temperature and combats biofilm growth • Reduces variability in water taste and odor • Reduces nitrification risk in chloraminated water systems • Lowers rate of disinfection by-product (DBP) formation • Delivered and installed quickly, with minimal construction and installation cost • Proven track record supported by years of successful operational experience We look forward to working with you on this project. If we can be of any further assistance, please do not hesitate to contact our sales representative, Fred Willms at Environmental Improvements, Inc., or me at (218) 636-6129. Thank you. Sincerely, John Koch Regional Sales Manager cc: David Haines, PAX Water Technologies, Inc. Ivan Hartanto, PAX Water Technologies, Inc. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 1 SCOPE OF SUPPLY PAX PWM400 MIXER A. Scope of Work by PAX – Equipment B. Scope of Work by PAX - Installation C. Scope of Work by Others D. Clarifications/Exceptions E. Terms of Payment/Price Validity F. Delivery G. Warranty Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com A. SCOPE OF WORK BY PAX - EQUIPMENT The following equipment and services comprise our scope of work: No Item Description Qty. 1. PWM400 Mixer Wet Assembly, including: ▪ Stainless steel 316 impeller designed to mix up to 4 million gallons of water ▪ Passivated to minimize corrosion ▪ The ability to function continuously regardless of tank cycles ▪ 230V three phase 0.5 HP water-cooled motor provided by the PAX Control Center 1 2. Control Center Dry Assembly with SCADA Compatibility, including: Nema 3R Enclosure: ▪ Lockable and weather resistant ▪ Overall weight of control center 50 lbs. ▪ Green and Red LED Indicator lights to display motor status Motor Controller/VFD: ▪ 115VAC single phase, rated to 1 HP ▪ Operating temperature range -4 ºF to 129 ºF (-20 ºC to 54 ºC) ▪ Manual speed control ▪ Thermal shut-off protection built-in ▪ Current overload protection built-in ▪ 300mA trip level GFCI SCADA outputs included: ▪ Digital Output signal indicating motor running ▪ Digital Output signal indicating fault ▪ Digital Input/Output signal for remote motor on/off ▪ RS-485 or Dry Contact connections 1 3. Cable 250 ft., including: ▪ Flat-jacketed 4 conductor 1 4. Bracket Assembly, PWM400, including: ▪ Stainless steel 316 mount 1 5. Long Bail Handle & Chain ▪ Stainless steel 316 handle to deploy mixer in full tanks 1 6. Tank Penetration Accessories ▪ Stainless steel strain relief for 3/4 wire flat-jacketed cable 1 7. Water Quality Station, WQS1000 ▪ Water Connection: 3/8” Push-connect ▪ Sample Recovery System: 10 GPH ▪ Connectivity: Ethernet connection with Smart Control Center ▪ Data Logging: Real-time DAQ on USB flash drive 1 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com ▪ Measurement - Total Chlorine: Amperometric reagent less online sensor, 0-10 PPM measuring range, 0.01 PPM resolution ▪ Measurement - Temperature: 32-212° F measuring range, 0.1° F resolution ▪ Measurement - pH: 0-14 measuring range, 0.01 resolution ▪ Measurement - Water Level (optional): pressure transducer, resolution of 1% maximum scale ▪ Enclosure: Equal to or greater than type 3R rating 8. Design Submittal and Operation & Maintenance Manual as Follows ▪ Submittals: Qty. One (1) Sent Electronically ▪ O&M Manual: Qty. One (1) Sent Electronically Please notify us if an alternate quantity is required so that we can modify our Proposal accordingly. Included 9. Manufacturer’s Field Services (1 Day(s) at the Jobsite), including: ▪ Installation Inspection ▪ System Start-Up ▪ Operator Training Included 10. FOB Factory, Richmond, CA with Full Freight Allowed to Jobsite, Coppell, TX Included BUDGETARY PRICE [ITEMS 1-10] $46,970 Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com B. SCOPE OF WORK BY PAX – INSTALLATION The Following scope of work is based on installing both mixers in each tank during the same week on the same trip. Each mixer will be placed off center of the tank under the hatch location. Control Panels are expected to be based at the base of the tank at within 10 ft of the ladder. PWM Mixer and Water quality station– Elevated tank • Mixer panel and Water quality station will be set inside base of tank on Unistrut frame • Separate conduit run will be installed for mixer cable and for containment of sample line for WQS • Pass thru hole for conduit will be cored at first level of concrete ceiling to allow cleaner installation • Sample line valve will be installed on dry riser on opposite side of mixer using female threaded coupling and stainless steel 1/2” valve • Mixer cable penetration will be on top of dry riser with reach of top hatch • Mixer will be bolted to a bracket and bracket is welded to the dry riser • Drain for WQS sample line will be run thru a newly cored hole to outside within 10 ft of the WQS mounting • Surface area of tank disturbed by this specific installation activity only will be painted and expoxied BUDGETARY PRICE FOR INSTALLATION $40,530 Exceptions for installation: NOT INCLUDED IN SCOPE 1. This does not include any cost or work for Scada integration 2. Any underground or structural work. 3. Any civil work or concrete pad formation 4. Electrical Service to Panel 5. Anchor bolts and seismic restraints. 6. Heat tracing and insulation of all interconnecting equipment. 7. Room ventilation, air conditioning or lighting. 8. Record Drawing 9. Any video recording 10. Tank cleaning or repair 11. Trenching exceeding 25’ 12. Structural calculations 13. All taxes, fees, lien waivers, bonds and licenses. 14. Any permitting or regulatory approvals. 15. Any items not explicitly listed under Scope of Work by PAX above. CLARIFICATIONS ON INSTALLATION 1. This install estimate is based on installing both Ground storage tank mixers in the same week on the same trip. 2. At customers discretion mixers may be placed in center of tank, if tank is emptied. 3. Drain will be routed outside of building thru fabricated opening. Once outside the building the rest of the remainder of the drain routing is the responsibility of Coppell. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com C. SCOPE OF WORK BY OTHERS 1. Equipment unloading and installation. 2. All civil works and concrete pad for equipment. 3. Any underground or structural work. 4. Anchor bolts and seismic restraints. 5. Heat tracing and insulation of all interconnecting equipment. 6. Room ventilation, air conditioning or lighting. 7. Any video recording. 8. Electrical power to control panel. 9. Any electrical conduit runs. 10. Any tank recoating services, labor, or parts. 11. Any tank hatch penetrations. 12. All taxes, fees, lien waivers, bonds and licenses. 13. Any permitting or regulatory approvals. 14. Any items not explicitly listed under Scope of Work by PAX above. C. CLARIFICATIONS 1. If transaction is tax-exempt, please submit Tax Exemption Certificate to PAX. 2. PAX requires a minimum of two (2) weeks notification prior to performing onsite installation inspection, system start-up and training. PAX will work with you to attempt to accommodate your scheduling needs. Contact the Service Department at (866) 729-6493 to schedule the onsite visit. 3. Once the on-site service has been scheduled, PAX requires a minimum of one (1) week notification in the event of a delay. Notice of delay received less than one (1) week prior to a scheduled site visit may result in a change fee. D. TERMS OF PAYMENT/PRICE VALIDITY ▪ Payment terms are 100% net 30 days after shipment of equipment. ▪ Price valid for 90 days. PAX may reprice this Proposal thereafter or if delivery occurs more than 365 days after PAX receives a mutually agreed order. E. DELIVERY ▪ Submittals: 2 weeks after receipt of mutually agreed order ▪ Equipment Shipment: 4 weeks after approval of submittals F. WARRANTY ▪ The Warranty Period for the PAX PWM400 mixer is 36 months on all supplied parts and 120 days on labor. Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 2 PRODUCT SPECIFICATIONS WQS1000 Water Quality Station (WQS) Product Specifications The Water Quality Station (WQS) is a panel of advanced sensors that continuously analyze water chemistry inside your tank to provide: • Real-time data on water temperature, pH and chlorine • Alarm notifications when there are unexpected changes in water chemistry • Remote monitoring of water quality in the distribution system (SCADA compatible) Take control of water quality. For more information, call 1-866-729-6493 or visit www.paxwater.com Take control of water quality. For more information, call 1-866-729-6493 or visit www.paxwater.com ©2015 PAX Water Technologies, Inc. Water Quality Station (WQS) Product Specifications TOP VIEW FRONT VIEW WQS SPECIFICATIONS Total Chlorine • Amperometric reagent less online sensor • Measuring range: 0-10 PPM • Resolution: 0.01 PPM Temperature • Measuring range: 0-100 F • Resolution: 0.1 C pH • Measuring range: 0-14 • Resolution: 0.01 Water Level (Optional)• Pressure transducer • Resolution: 1% of maximum scale Sampling and Discharge Flow Rate 10 GPH (0.16 GPM or 0.61 LPM) Flow Control Adj. pressure regulator Flow Verification Flow switch Power Standard 110 VAC Water Connection 3/8” Push-connect Connectivity Ethernet connection with PAX Smart Controller Enclosure • 18” H x 16” W x 8” D, powder-coated carbon steel • Equal to or greater than NEMA 3R rating Data Logging Real-time DAQ on USB flash drive The PAX Water Quality Station (WQS) is a panel of advanced water chemistry sensors that may be used as part of the PAX Residual Control System (RCS) for managing residual levels in the distribution system or as a stand-alone product. The WQS continuously samples and monitors residual, pH and temperature inside storage tanks and pipes and provides real-time alerts when there are unexpected changes in water quality. 400mm15.75in 500mm19.69in [219.85mm] 8.66in D C B AA B C D 12345678 876 5 4 3 2 1 400mm15.75in 500mm19.69in [219.85mm] 8.66in D C B A B C D 5678 8 7 6 5 4 3 2 1 [500mm] 19.69” [400mm] 15.75” [219.85mm] 8.66” Phone: (214) 783-7507 Email: fwillms@ei2dallas.com Web: paxwater.com SECTION 3 BROCHURES WATER QUALITY STARTS WITH POWERFUL MIXING TANK MIXING SYSTEMS Water Quality Management Tank Mixing Systems Benefits of Powerful Active Mixing: • Eliminate thermal and chemical stratification • Reduce disinfection byproducts (DBPs) • Reduce water age • Asset protection: Reduce ice formation and headspace corrosion Your first step toward improved water quality PAX Water Technologies is the leading manufacturer of technologies used to improve water quality in storage tanks and distribution systems. The PAX Mixer design is based on rigorous scientific analysis of fluid mechanical principles to achieve rapid disinfectant blend time. The mixers are designed for energy efficiency and engineered for ease of installation. With an installed base of several thousand mixers around the world and average fleet age of seven years, the PAX family of mixers are the most frequently specified, lowest maintenance mixing systems in the world. Features: • NSF61 certified • Small footprint for easy installation • Solar power option available • Integrates with Monoclor® RCS and PAX TRSTM THM Removal Systems Since the PAX Mixer has been installed, we’ve seen better residual at the top and bottom layers and have had great water quality; futhermore, nitrification levels dropped significantly. Randall Wilhelm, O&M Distribution Supervisor South Coast Water District, California ““ Any Tank, Any Size No Hassle Installation & Integration Integrating mixing equipment into your water distribution system is easy. Our team of engineers and water quality experts works closely with municipal operators and engineers to ensure that installation is smooth and water quality goals are achieved. SIMPLE HATCH SELF-INSTALLATION WET OR DRY INSTALLATION OPTIONS JET, IMPELLER & EDUCTOR MIXERS The PAX Mixer works, plain and simple. I’m never going to worry about ice again. Frank Kearney Sr., Superintendent Old Town Water District, Maine “” Improve Disinfectant Residual Control Mixers capable of rapid blend times are essential to accurately controlling residual when dosing disinfectant. Reduce Tank Corrosion Active mixing can lower head space temperatures inside tanks, decreasing corrosion in tank interiors. Reduce Biofilm & THM Precursors Active mixing combined with powerful aeration and ventilation can drive down THM levels in tanks. Reduce or Eliminate Ice Formation Powerful active mixing can reduce or eliminate ice formation in tanks to protect valuable tank assets. Regardless of tank size or disinfectant, PAX Water Technologies has the right mixer for your process goal. PAX Water Technologies applies rigorous modeling and testing to predict and validate disinfectant blend time performance PAX Water Technologies, Inc. 860 Harbour Way S, Suite C | Richmond, CA 94804 Phone: (866)729-6493 Email: sales@ugsicorp.com | www.paxwater.com Rev. A © 2017 PAX Water Technologies, Inc. All rights reserved. Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3759 File ID: Type: Status: 2018-3759 Agenda Item Agenda Ready 1Version: Reference: In Control: Engineering 01/16/2018File Created: Final Action: Acquisition of Public Works EquipmentFile Name: Title: Consider approval of the purchase of a Hydro Excavation skid mount for the Infrastructure Maintenance Division; in the amount of $149,867.45; utilizing contract pricing through BuyBoard No. 513-16; as budgeted; and authorizing the City Manager to sign any necessary documents. Notes: Agenda Date: 01/23/2018 Agenda Number: g. Sponsors: Enactment Date: Hydro Excavation Memo.pdf, Exhibit A - Hydro Excavation Equipment.pdf, Vachunter 500Truck Quote.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3759 Title Consider approval of the purchase of a Hydro Excavation skid mount for the Infrastructure Maintenance Division; in the amount of $149,867.45; utilizing contract pricing through BuyBoard No. 513-16; as budgeted; and authorizing the City Manager to sign any necessary documents. Summary Fiscal Impact: Funds have been budgeted in the Utility Operations, Other Equipment account for this purchase. Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3759) Staff Recommendation: The Public Works Department recommends approval. Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 1 MEMORANDUM To: Mayor and City Council From: Ken Griffin, P.E., Director of Public Works Date: January 23, 2018 Reference: Purchase Hydro Excavation Vehicle 2030: Sustainable City Government: Excellent and Well-Maintained City Infrastructure and Facilities General Information:  Replace existing trailer mounted hydro excavator used for small water repairs and water meter replacements.  New unit will be a self-contained vehicle that will provide easier access and improved efficiency.  Funding is included in the FY 2017-18 for this purchase.  Contract pricing obtained through BuyBoard cooperative purchasing program via BuyBoard Contract No. 513-16. Introduction: Consider approval for the purchase of a self-contained hydro excavator to replace the existing trailer mounted piece of equipment in the Infrastructure Maintenance Division of the Public Works Department, in the amount of $149,867.45 from Pipe Hunter Inc., utilizing contract pricing through BuyBoard No. 513-16, as budgeted, and authorizing the City Manager to sign any necessary documents. BuyBoard is a Local Government Purchasing Cooperative created in accordance with Section 791.001 of the Texas Government Code. Its purpose is to obtain the benefits and efficiencies that can accrue to members of a cooperative, to comply with state bidding requirements, and to identify qualified vendors of commodities, goods, and services. In an effort to operate a clean, efficient and reliable fleet, Fleet Services sets an initial life expectancy on all vehicles and equipment introduced into the fleet. During its service life, each vehicle and piece of equipment is subject to close monitoring of unit availability, operating cost, accumulated 2 miles/hours, condition, obsolescence and the ability to perform required tasks. Replacements are based on the results of those observations. Analysis: The equipment being replaced, a Pipe Hunter trailer mounted hydro excavator, has reached the point in its service life where it has been determined that replacement is prudent due to its condition and inability to perform consistently. To reduce downtime, maximize efficiency and productivity and provide a solid platform from which to operate, the replacement model has been carefully selected with the assistance of Fleet Services and the using department working closely together. Using this equipment allows the City to excavate areas, in a nondestructive manner, to expose pipes that need to be repaired. Hydro excavation uses pressurized water and industrial strength vacuum to simultaneously excavate and evacuate soil. Hydro excavation safely breaks up soil and the soil and water slurry is conveyed by vacuum to a debris tank. Purchase of the self-contained excavator will make it easier and safer for staff to work in front of homes because of the shorter total wheelbase of the unit versus a vehicle pulling a trailer. Consequences of not funding this purchase include decreased equipment availability, increased operating costs and reduced service levels to our Community. Legal Review: Agenda item did not require legal review. Fiscal Impact: The fiscal impact of this Agenda item is $149,867.45. Recommendation: The Fleet Services Division of the Public Works Department recommends approval. April 2008 Confidential PipeHunter Quote Version 1 BuyBoard Contract #513-16 Quote Date:January 18, 2018 Due Date:120-150 Pend Customer:City Of Coppell, Tx.Salesman: Contact Info:Billy Williams - Supervisor Stock #: bwilliams@coppelltx.gov 972-462-5161 PO Number/ Date: Part Number Description Quantity Price Total 9000-0069 500 Gallon Capacity (2.5 Yards) 1 Std. Std. 9000-0070 Hydraulic Rear Door 1 Std. Std. 9000-0071 Hydraulic Dump Tank Lift 1 Std. Std. 9000-0072 High-Pressure Body Washout System 1 Std. Std. 9000-0073 3" Drain Port with 10' layflat Hose 1 Std. Std. 3" Knife valve for drain hose Valve $ 500.00 $ - 6" Knife valve for drain hose Valve 1 $ 1,500.00 $ 1,500.00 3" additional suction port top with Knife Valve and quick connect 1 $ 1,500.00 $ 1,500.00 Sight Glass Debris Tank "Load Level" 1 $ 375.00 $ 375.00 9000-0081 Dual 100 (200) Gallon Water Tanks - Aluminum Std. Std. Dual 50 (100) Gallon Water Tanks-Aluminum / No Deduct $0.00 9000-0082 Dual 150 (300) Gallon Water Tanks - Aluminum 1 2,500.00$ $ 2,500.00 3013-0010 Hydrant Fill Strainer 1 225.00$ $ 225.00 9000-0130 Debris-Water Tank Interconnect 1 2,500.00$ $ 2,500.00 9000-0106 25' Fill Hose w Storage Rack 1 Std. Std. 9000-0119 Hydro excavation Gun with 0 deg tip 1std 1 $ 550.00 $ - Spinner Nozzle "RipSaw" 1 $ 275.00 $ 275.00 ***Ext. Barrel 4' 1/2" Stainless Steel 2 $ 150.00 $ 300.00 9000-0062 25' Retractable Hand Gun Reel w 25' x 3/8" hose- Std 1 1,495.00$ Std. 9000-0124 50' Retractable Hand Gun Reel w 50' x 3/8" hose Upgrade Only 1 950.00$ $ 950.00 Manual 200ft Lateral reel with 150ft 1/2" sewer hose (1) Nozzle 1,750.00$ $ - Electric 200ft Lateral reel with 150ft 1/2" sewer hose (1) Nozzle 2,500.00$ $ - 9000-0186 100 ft manual reel with 100 ft of 3/8" Hose 1,550.00$ $ - WATER PUMP BELT DRIVE ELECTRIC CLUTCH 9000-0113 3000 PSI @ 5 GPM Water Pump- Std. Std. Std. 3000 PSI @ 10 GPM Water Pump- 1 1,800.00$ $ 1,800.00 9000-0059 Air Purge 1 185.00$ $ 185.00 Antifreeze Package 895.00$ $ - 9000-0058 Winter recirculation (not available on Jet Eye) 1 295.00$ $ 295.00 9000-0094 Degreaser Injection System. 5 gallon w 12 pump 2,000.00$ $ - 91 HP CAT Diesel- With Clutch Belt Drive Blower 1 Std. Std. 9000-0048 Safety Lanyard (1) Emergency Kill 1 Std. Std. Chassis Fuel Tank 1Std. Std. 9000-0064 Electric Throttle 1Std. Std. Digital Gauge Package & Tachometer Low Pressure High Temp Shutdown 1 Std. Std. 9000-0045 Engine Shroud/ Belt Guard/ Fenders - Aluminum 1Std. Std. 9000-0134 Full Engine Enclosure w Access Doors - Aluminum 850.00$ $ - Fuel Gauge - Panel Mounted 1 $ 198.00 $ 198.00 Hydraulic Pressure Gauge $ 220.00 $ - 9000-0027 Silent Pak (Residential Muffler)1,200.00$ $ - 36" x 4" Crown Nozzle- 1 165.00$ $ 165.00 36" x 4" Vacuum Tube w/hatflange- 1 $ 215.00 $ 215.00 48" x 4" Vacuum Tube w/hatflange- 1 $ 230.00 $ 230.00 60" x 4" Vacuum Tube w/hatflange- 1 $ 275.00 $ 275.00 4" 10ft Flex Boom Hose w/hatflange- 1 $ 350.00 $ 350.00 3"10ft Flex Boom Hose w/hatflange- 1 $ 330.00 $ 330.00 4 Pipe Storage Rack 4"- 1 1400 CM Belt Drive Blower 1 Std. Std. Dual Cyclone Separator 1 Std. Std. Vacuum Breaker 1Std. Std. Arrowstick w Control Box & Mounting Bracket LED 1 $ 1,300.00 $ 1,300.00 Light - Strobe Light w/Limb Guard LED 1 $ 325.00 $ 325.00 VACHUNTER 500 SKID MOUNT 1400 CFM- 3000 PSI @ 10 GPM DP & BR 6" Vacuum System WATER SYSTEM DEBRIS TANK ENGINE BLOWER OPTIONS ELECTRICAL OPTIONS Vachunter 500Truck Mount 1400 Coppell Budget Quote.xls PipeHunter, Inc. 1617 Garden Road, Pearland, TX 77581 www.pipehunter.com - 800.373.1318 Page 1 of 2 April 2008 Confidential PipeHunter Quote Version 1 Part Number Description Quantity Price Total 9000-0011 Light - Hand Held Spot Light $ 192.00 $ - 9000-0066 Light - Hand Held Spot With Reel $ 260.00 $ - Light - Low Water Warning Light 1 205.00$ $ 205.00 9000-0030P Light - Low Water Warning Alarm 250.00$ $ - Light - Panel Light LED 1 $ 80.00 $ 80.00 Light - Work Light-(Control panel) LED 1 $ 200.00 $ 200.00 9000-0024 Light - Work Light (Engine-Pump area) LED 1 $ 200.00 $ 200.00 9000-0024 Light - Work Light (Arrowstick DS) LED 1 $ 200.00 $ 200.00 9000-0024 Light - Work Light (Arrowstick PS) LED 1 $ 200.00 $ 200.00 9000-0010 12 volt power outlet on Control Panel Female 1 $ 80.00 $ 80.00 9000-0112 L.E.D. Upgrade Marker and Tail Lights Only 1 $ 250.00 $ 250.00 BOOM OPTIONS Boom 8' of Reach from Center line 6,500.00$ $ - 9000-0075 Extendable Boom w/8' to 11' of Reach from Center line 1 7,500.00$ $ 7,500.00 9000-0074 Extendable Boom w/ 11' to 14' of Reach from Center line 8,500.00$ $ - Powered Boom Rotation Std W Boom 1 Std. Std. Boom Pendant Control- Up/Down, Telescope, Boom Swing. Emergency Kill 30 foot lanyard 1 Std Std. Wireless Boom Pendant Control- Up/Down, Telescope, Boom Swing Vacuum Breaker. 1 4,500.00$ $ 4,500.00 Locking Below Frame - Aluminum 18"x18"x36" 2 864.00$ $ 1,728.00 3007-8001 Hydrant Wrench 1 25.00$ $ 25.00 3008-0511 Manhole Hook 1 $ 35.00 $ 35.00 7600-0278 Traffic Cone Rack - Deck Mount 2 125.00$ $ 250.00 Back-Up Camera System Installed w/In-cab Monitor 1 1,950.00$ $ 1,950.00 Frame Mount Behind Cab Cross-Mount 1 875.00$ $ 875.00 MANUALS 3023-0002 PipeHunter Operator's Manual CD 1 Std. Std. 26-OMRG33324 Engine Operator's Manual CD 1 Std. Std. 6" Body Frame 1Std. Std. DOT LIGHTING PACKAGE 1 Std. Std. PipeHunter Speed Liner Frame & Reel 1 Std. Std. Color: Total Options: $ 34,071.00 Base Price: $ 70,000.00 Quoted By: Todd B Bolin 06-05-17 Sub Total: $ 104,071.00 BuyBoard Contract #513-16 Discount % 5.00%ATD Total:5,203.55$ Sub Total:98,867.45$ CUSTOMER SUPPLIED ISUZU NRR CHASSIS MINIMUM 19500 GVW 140" CA REQUIRED 50,000.00$ Miles @ $2.50 Freight:-$ Ship Method:Mounting:1,000.00$ Notes:Total: 149,867.45$ Signature:_________________________________Date:_______________ FRAME & AXLE LINER OPTION Signing this quote confirms that you have verified the specifications and agree with the final costs. Any specification changes made after verification may alter costs. It is the dealer/customer's responsibility to ensure that the equipment ordered meets specifications and/or quotations. T.B.D. ACCESSORIES-TOOL BOXES Vachunter 500Truck Mount 1400 Coppell Budget Quote.xls PipeHunter, Inc. 1617 Garden Road, Pearland, TX 77581 www.pipehunter.com - 800.373.1318 Page 2 of 2 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3765 File ID: Type: Status: 2018-3765 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/17/2018File Created: Final Action: CRDC appointment of OfficersFile Name: Title: Consider approval of CRDC appointment of Officers. Notes: Agenda Date: 01/23/2018 Agenda Number: h. Sponsors: Enactment Date: Memo - CRDC Officers.pdfAttachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3765 Title Consider approval of CRDC appointment of Officers. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3765) Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3750 File ID: Type: Status: 2018-3750 Ordinance Agenda Ready 1Version: Reference: In Control: City Secretary 01/16/2018File Created: Final Action: Ordinance Ordering May ElectionFile Name: Title: Consider approval of a Resolution ordering the General Municipal Election to be held on May 5, 2018, to elect a Mayor and Councilmembers to Places 2, 4, and 6; and authorizing the Mayor to sign any necessary documents. A considerarse la aprobación de una resolución para convocar a Elecciones Municipales Generales con el fin de elegir a los Concejales que ocuparán los escaños 2, 4, 6 y a un Concejal para fungir como alcalde; el día sábado 5 de mayo de 2018, autorizar al Alcalde a firmar, y ejecutar un Convenio de Elecciones Conjuntas con el Condado de Dallas. Notes: Agenda Date: 01/23/2018 Agenda Number: i. Sponsors: Enactment Date: Resolution General Election.pdf, Resolution General Election Spanish.pdf Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3750 Title Consider approval of a Resolution ordering the General Municipal Election to be held on May 5, 2018, to elect a Mayor and Councilmembers to Places 2, 4, and 6; and authorizing the Mayor to sign any necessary documents. A considerarse la aprobación de una resolución para convocar a Elecciones Municipales Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3750) Generales con el fin de elegir a los Concejales que ocuparán los escaños 2, 4, 6 y a un Concejal para fungir como alcalde; el día sábado 5 de mayo de 2018, autorizar al Alcalde a firmar, y ejecutar un Convenio de Elecciones Conjuntas con el Condado de Dallas. Summary Fiscal Impact: [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018 Page 1 RESOLUTION NO. ___________________ ORDER OF GENERAL ELECTION May 5, 2018 BE IT REMEMBERED THAT on this the 23rd day of January 2018, at a duly posted meeting of the City Council of the City of Coppell, Texas, a quorum being present, the meeting was called to order and the Council issued the following order: IT IS HEREBY ORDERED that a general election be held on the 5th day of May 2018, 7:00 a.m. to 7:00 p.m., for the purpose of electing one Councilmember for Place 2, one Councilmember for Place 4, one Councilmember for Place 6, and one Councilmember for Mayor. The election shall be held as a Joint Election administered by the Dallas County Elections Administrator in accordance with the provisions of the Texas Election Code and a Joint Election Agreement with each of the respective counties. The candidate for such office receiving a majority of all votes cast for all candidates for such office shall be elected to serve such term or until his or her successor is duly elected and qualified. In the event any candidate for said office fails to receive a majority of all votes cast for all the candidates for such office, a run-off election shall be held. If a run-off election becomes necessary, the run-off election will be held on Saturday, June 16, 2018. The Dallas County Elections Administrator will conduct the Election. A Presiding Election Judge and an Alternate Presiding Election Judge shall be appointed in accordance with the Joint Election Agreements. Page 2 Early voting by personal appearance shall be conducted at the Coppell Town Center, 255 Parkway Boulevard, Coppell, Texas 75019. Early voting will be conducted on weekdays beginning Monday, April 23, 2018 through Friday, April 27, 2018, 8:00 a.m. - 5:00 p.m.; Saturday, April 28, 2018, 8:00 a.m. - 5:00 p.m.; Sunday, April 29, 2018, 1:00 p.m. - 6:00 p.m.; and Monday, April 30, 2018 and Tuesday, May 1, 2018, 7:00 a.m. - 7:00 p.m. Qualified residents of Coppell may vote early in the Joint Election by personal appearance at either the Coppell Town Center, 255 Parkway Boulevard, Coppell, Texas 75019, or at any of the other branch locations, as published by Dallas County and by Denton County, respectively, in accordance with the Joint Election Agreements. Application for a ballot by mail shall be mailed: Toni Pippins-Poole Early Voting Clerk 8th Floor Dallas County Elections Department Health & Human Services Building 2377 N. Stemmons Freeway, Suite 820 Dallas, Texas 75207 Application for ballot by mail must be received no later than the close of business on April 24, 2018. The City Secretary shall present such returns to the City Council for the canvassing of said election. The canvass of said election returns shall be conducted by the City Council not earlier than the 3rd day nor later than the 11th day after the election. DULY ORDERED by the City Council of the City of Coppell, Texas the 23rd day of January 2018. Page 3 APPROVED: KAREN SELBO HUNT, MAYOR ATTEST: _______ CHRISTEL PETTINOS, CITY SECRETARY APPROVED AS TO FORM: ROBERT E. HAGER, CITY ATTORNEY Página 1 RESOLUCIÓN NÚM. _________________ MANDATO DE CONVOCAR A ELECCIONES GENERALES 5 de mayo del 2018 HÁGASE A MANERA DE RECORDATORIO QUE en este día 23 del mes de enero del año 2018, en una reunión debidamente notificada del Ayuntamiento del Municipio de Coppell, Texas, y estando presente el quórum, la reunión se llamó al orden y el Ayuntamiento promulgó el mandato a continuación: POR ESTE CONDUCTO SE ORDENA que se convoque a una elección general que se llevará a cabo el día 5 de mayo del 2018 a partir de las 7:00 a.m. y hasta las 7:00 p.m., con el propósito de elegir a un Concejal para el Escaño 2, a un Concejal para el Escaño 4, a un Concejal para el Escaño 6 y a un Concejal para fungir como Alcalde. Las elecciones se llevarán a cabo como una elección conjunta administrada por el Administrador de Elecciones del Condado de Dallas, según lo establecen las cláusulas del Código Electoral de Texas y un Convenio Electoral Conjunto firmado por ambos condados respectivamente. El candidato para ocupar dicho escaño, a quien se le haya otorgado la mayoría de los votos decisivos para ocupar dicho escaño, será electo para prestar sus servicios durante esa gestión o hasta que su sucesor(a) sea debidamente electo(a) y llene las cualidades establecidas. En caso de que cualquier candidato a dicho cargo público no logre acumular la mayoría de los votos decisivos entre todos los candidatos a ocupar dicho cargo público, se llevará a cabo una segunda ronda de elecciones posterior a la primaria. Si llegase a ser necesaria una segunda ronda de elecciones posterior a la primaria, dicha elección se llevará a cabo el sábado 16 de junio Página 2 del año 2018. El Administrador de Elecciones del Condado de Dallas será el dirigente de dicha elección. Se nombrará tanto a un juez electoral, como a un juez electoral alterno quienes presidirán los comicios electorales apegándose a lo que establecen los Convenios de Elecciones Conjuntas. El ejercicio del voto anticipado, compareciendo en persona, podrá ejercerse en el Town Center de Coppell, ubicado en el 255 Parkway Boulevard, en Coppell, Texas 75019. El voto anticipado podrá ejercerse en días hábiles a partir del lunes 23 de abril del 2018, hasta el viernes 27 de abril del 2018, de las 8:00 a.m. a las 5:00 p.m., el sábado 28 de abril del 2018 de las 8:00 a.m. a las 5:00 p.m., el domingo 29 de abril del 2018 de la 1:00 p.m. a las 6:00 p.m., el lunes 30 de abril del 2018 y el martes 1 de mayo del 2018 de las 7:00 a.m. a las 7:00 p.m. Los habitantes que residan en Coppell y cumplan con los requisitos, podrán ejercer el voto en la Elección Conjunta, en persona, ya sea en el Town Center de Coppell ubicado en el 255 Parkway Boulevard, Coppell, Texas 75019, o en cualquier otra casilla electoral, según lo publique tanto el Condado de Dallas como el Condado de Denton, respectivamente y apegándose a los Convenios de la Elección Conjunta. Las solicitudes de boletas electorales por correo deberán enviarse a: Para el Condado de Dallas, a: Toni Pippins-Poole Early Voting Clerk 8th Floor Dallas County Elections Department Health & Human Services Building 2377 N. Stemmons Freeway, Suite 820 Dallas, Texas 75207 Las solicitudes de las boletas electorales por correo deberán recibirse antes del cierre oficial del día 24 de abril del 2018. Página 3 La Secretaria del Ayuntamiento deberá presentarle al Ayuntamiento Municipal las boletas devueltas para el escrutinio y salvaguarda de dichas elecciones. El escrutinio de las boletas electorales devueltas de dichas elecciones deberá llevarse a cabo por conducto del Ayuntamiento Municipal no antes del 3avo. día ni después del 11avo. día posterior a las elecciones. DEBIDAMENTE ORDENADO por el Ayuntamiento Municipal de Coppell, Texas el día 23 de enero del año 2018. APROBADO: KAREN SELBO HUNT - ALCALDE AYUNTAMIENTO MUNICIPAL DE COPPELL, TEXAS ATESTIGUÓ: _______ CHRISTEL PETTINOS - SECRETARIA DEL AYUNTAMIENTO AYUNTAMIENTO MUNICIPAL DE COPPELL, TEXAS APROBADO POR SU CONTENIDO Y FORMA: ROBERT E. HAGER – PROCURADOR DE JUSTICIA DEL MUNICIPIO Master City of Coppell, Texas 255 Parkway Boulevard Coppell, Texas 75019-9478 File Number: 2018-3761 File ID: Type: Status: 2018-3761 Agenda Item Agenda Ready 1Version: Reference: In Control: City Council 01/16/2018File Created: Final Action: Council Liaison ReportsFile Name: Title: A.Report on Carrollton/Farmers Branch ISD & LISD - Councilmember Mark Hill B.Report on Coppell ISD - Councilmember Brianna Hinojosa-Flores C.Report on Coppell Seniors - Councilmember Gary Roden/Mayor Pro Tem Nancy Yingling Notes: Agenda Date: 01/23/2018 Agenda Number: Sponsors: Enactment Date: Attachments: Enactment Number: Hearing Date: Contact: Effective Date: Drafter: History of Legislative File Action: Result: Return Date: Due Date: Sent To: Date: Acting Body: Ver- sion: 1 01/23/2018City Council Text of Legislative File 2018-3761 Title A.Report on Carrollton/Farmers Branch ISD & LISD - Councilmember Mark Hill B.Report on Coppell ISD - Councilmember Brianna Hinojosa-Flores C.Report on Coppell Seniors - Councilmember Gary Roden/Mayor Pro Tem Nancy Yingling Summary Fiscal Impact: Page 1City of Coppell, Texas Printed on 1/20/2018 Master Continued (2018-3761) [Enter Fiscal Impact Statement Here] Staff Recommendation: [Enter Staff Recommendation Here] Goal Icon: Sustainable City Government Business Prosperity Community Wellness and Enrichment Sense of Community Special Place to Live Page 2City of Coppell, Texas Printed on 1/20/2018