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Home My WebLink AboutPlanning and Zoning Commission-Agenda Packets-7/28/2025 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, JULY 28, 2025 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1. CALL TO ORDER 2. PRESENTATION AND DISCUSSION 2a Presentation and discussion of a rezoning from R-15 Single Family Residential to PUD-C Planned Unit Development - Commercial on Lot 3, Block 1, of the Woodbriar Estates West Addition, located at 3701 Cliffwood Drive, Case ZC25-016. THIS ITEM HAS BEEN WITHDRAWN BY THE APPLICANT. 2b Presentation and discussion of a rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 5 and 6, Block 2, of Lavaca Trail Addition, located at 8086 and 8078 Precinct Line Road, Case ZC25-017. TABLED FROM THE JULY 14 PLANNING AND ZONING COMMISSION MEETING. 2c Presentation and discussion of a rezoning from PUD-R Planned Unit Development – Residential to RE Single Family Estate Residential on Lot 1, Block 1, of the McCrary Addition, located at 1516 McCain Lane, Case ZC25-018 2d Presentation and discussion of a rezoning from AG Agricultural to PUD- C Planned Unit Development – Commercial on Tract 1A01, Abstract 798, Joseph H Harrell Survey, located at 1212 W Murphy Road, Case ZC25-019 2e Presentation and discussion of a Special Use Permit for a Veterinarian Clinic to operate on Lot 1R1, Block 1, Town Center Colleyville, located at 5615 Colleyville Boulevard, Suite 120, Case ZC25-020 2f Consideration of code amendments to the Land Development Code, Chapter 7, Sign Regulations, Case GC25-004 3. ADJOURNMENT Planning and Zoning Commission Worksession Agenda July 28, 2025 City of Colleyville Page 2 I hereby certify this agenda was posted on City Hall bulletin boards Thursday, July 24, 2025, by 5:00 p.m. Daniel Ponder Planning Manager A quorum of any Colleyville board, commission, or committee may be present at this meeting. Any matter on this agenda may, at the discretion of the governing body, be opened for public comment and discussion. If you plan to attend this public meeting and have a disability that requires special accommodations, please advise the City Secretary at least 48 hours in advance at 817.503.1133, and reasonable accommodations will be made to assist you. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from R-15 Single Family Residential to PUD-C Planned Unit Development - Commercial on Lot 3, Block 1, of the Woodbriar Estates West Addition, located at 3701 Cliffwood Drive, Case ZC25-016. THIS ITEM HAS BEEN WITHDRAWN BY THE APPLICANT. Explanation Jessica Gauthier, the applicant, has submitted a request for rezoning on Lot 3, Block 1, Woodbriar Estates West Addition, being approximately 0.34 acres, and zoned R-15 Single Family Residential. The request is to rezone the property to PUD-C Planned Unit Development - Commercial to allow for an assisted senior living facility. THIS ITEM HAS BEEN WITHDRAWN BY THE APPLICANT. Attachments 1. Withdrawal Letter 2. Aerial Map From:Kevin Gauthier To:Ben Bryner; Jessica Gauthier; Daniel Ponder; Bethany Lopez; Kristopher Potts; planning@colleyville.com Cc: Subject:Withdrawal of PUD Application re: 3701 Cliffwood Date:Tuesday, July 15, 2025 9:26:17 AM Good morning. This message is to inform you that as of Tuesday, July 15, 2025, we are requesting that the previously submitted application for PUD rezoning be removed from public record and the items included be deleted from the city's online portal. We are officially withdrawing our application and wish to not continue with this "re-zoning" process. As per the advice of our legal counsel, as well as representatives from the state ombudsman's office, Texas Attorney General's Office, and the Texas Department of Aging and Disability (DADS), we will exercise the right to conduct operations according to the State of Texas HR Code 123, which outlines the parameters to which a small, residential based assisted living facility may operate in the State of Texas without any type of rezoning or PUD designation. We are asking that the request that has been made is acknowledged and that all necessary steps are taken to remove this home and our information submitted from the city's electronic communications. We are also currently in possession of 2 yard signs regarding a zoning application, that we would like to be picked up from the home as soon as possible. One is still posted in the front yard and the other will be given at the door when someone arrives. Thank you for your time. Kevin Gauthier Co-owner Seasons Assisted Living Get Outlook for iOS 105 3705 3611 3708 125 3704 204 210 3901 3713 3700 3609 115 114 3901 3604 3701 3721 127 104 3601 3601 3700 3609 3700 3704 36173701 133 3717 110114 3717 205 3713 3709 204 3612 3705 3701 3616 3717 3611 207 3615 3608 3608 3700 3511 3716 3709 3712 3701 3705 200 3605 3600 3708 205 3512 3601 3511 200 3615 3504 3607 3705 3717 3505 3511 3722 3501 3725 3600 3704 3505 3601 119 3714 123 3508 3617 3709 3708 109 112 3612 3705 3608 3726 3704 112 3616 3709 36163615 3508 3701 3516 3605 3704 3512 211 3613 3701 214 202 116 206 3705 3709 3611 3616 3509 3713 106 203 111 101 3712 3504 112 3700 3721 108 3716 3616 3709 3605 3613 3716 3718 3708 3612 118 3713 3505 108301 100 3609 3609 208 3509 3612 212 300 3600 3512 201 3720 3512 3604 3604 3708 104 3504 FELPS CT GREENBRIAR LN SANBARLNCLIFFWOOD DRW GREENBRIAR LN BROOKRIDGE DR WOODCREST CTWOODBINE DR QUAIL RUN SWEETBRIAR LNGREENBRIARCTWOODCREST DRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-016 3701 Cliffwood Dr Aerial Map City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 5 and 6, Block 2, of Lavaca Trail Addition, located at 8086 and 8078 Precinct Line Road, Case ZC25-017. TABLED FROM THE JULY 14 PLANNING AND ZONING COMMISSION MEETING. Explanation Boaz Bryant, the applicant, has submitted a request for rezoning on Lot 5 and 6, Block 2, Lavaca Trail Addition, being approximately 1.6 acres, and zoned PUD-C Planned Unit Development Commercial. The request is to rezone the property to PUD-C Planned Unit Development Commercial to allow for a membership based car club. Attachments 1. Aerial Map 2. Zoning Map 3. Zoning Exhibit 4. Statement of Planning Objectives 5. Supporting Document - Flood Study 6. Elevations LYNDSEY TALBOT CIMMARONCRYSTAL LEGACYSTERLING SAWYER ARCADY ST ANDREWSCRESCENTLAVACA KAYSCHANTALEMMASLANTANA MARIEPRECINCT LINEK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-017 8086 Precinct Line Rd Aerial Map LYNDSEY TALBOT CIMMARONCRYSTAL LEGACYSTERLING SAWYER ARCADY ST ANDREWSCRESCENTLAVACA KAYSCHANTALEMMASLANTANA MARIEPRECINCT LINEPUD-R R-40 R-20 R-20 CC-2 PUD-R PUD-R PUD-R PUD-C CC-2 R-20 R-20 PUD-C PUD-C PUD-C CC-2 PUD-C PUD-R K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-017 8086 Precinct Line Rd Zoning Map COLLEYVILLE, TX | TARRANT COUNTY | COLLEYVILLE I.S.D. |LAND FOR SALE 8086 & 8078 PRECINCT LINE RD. PHILLIP MAXWELL PMaxwell@db2re.com 817.889.3542 Any projections used are speculative in nature and do not represent the current or future performance of the site and therefore should not be relied upon. We make no guarantee or warranty regarding the information contained in this flyer. You and your advisors should perform a detailed, independent, investigation of the property to determine whether it meets your satisfaction and the Seller expressly disclaims any representation or warranty with respect to the accuracy of the Submission Items, and Buyer acknowledges that it is relying on its own investigations to determine the accuracy of the Submission Items. Davidson & Bogel Real Estate, LLC. 2023DAVIDSONBOGELRE A L ESTATEDALLAS,TEXAS Any projections used are speculative in nature and do not represent the current or future performance of the site and therefore should not be relied upon. We make no guarantee or warranty regarding the information contained in this flyer. You and your advisors should perform a detailed, independent, investigation of the property to determine whether it meets your satisfaction and the Seller expressly disclaims any representation or warranty with respect to the accuracy of the Submission Items, and Buyer acknowledges that it is relying on its own investigations to determine the accuracy of the Submission Items. Davidson & Bogel Real Estate, LLC. 2023 1 Mile 3 Miles 5 Miles 2023 Population 7,155 75,040 239,508 2023 Average HH Income $221,502 $198,023 $154,605 2023 Median HH Income $166,668 $142,575 $104,404 DEMOGRAPHICS UTILITIES: To Site ZONING: PUD-C TRAFFIC COUNTS: Precinct Line Rd.: 20,755 VPD Tarrant Pkwy.: 25,918 VPD SIZE: ± 2.942 AC PROPERTY INFORMATION Any projections used are speculative in nature and do not represent the current or future performance of the site and therefore should not be relied upon. We make no guarantee or warranty regarding the information contained in this flyer. You and your advisors should perform a detailed, independent, investigation of the property to determine whether it meets your satisfaction and the Seller expressly disclaims any representation or warranty with respect to the accuracy of the Submission Items, and Buyer acknowledges that it is relying on its own investigations to determine the accuracy of the Submission Items. Davidson & Bogel Real Estate, LLC. 2023 DAVIDSON BOGEL • LAND IS OUR BUSINESS®SURVEY WIDE AERIAL 8086 & 8078 PRECINCT LINE RD. Any projections used are speculative in nature and do not represent the current or future performance of the site and therefore should not be relied upon. We make no guarantee or warranty regarding the information contained in this flyer. You and your advisors should perform a detailed, independent, investigation of the property to determine whether it meets your satisfaction and the Seller expressly disclaims any representation or warranty with respect to the accuracy of the Submission Items, and Buyer acknowledges that it is relying on its own investigations to determine the accuracy of the Submission Items. Davidson & Bogel Real Estate, LLC. 2023 APPROVED BY THE TEXAS REAL ESTATE COMMISSION FOR VOLUNTARY USE. TEXAS LAW REQUIRES ALL REAL ESTATE LICENSEES TO GIVE THE FOLLOWING INFORMATION ABOUT BROKERAGE SERVICES TO PROSPECTIVE BUYERS, TENANTS, SELLERS AND LANDLORDS. (01A TREC NO. OP-K) INFORMATION ABOUT BROKERAGE SERVICES: Before working with a real estate broker, you should know that the duties of a broker depend on whom the broker represents. If you are a prospective seller or landlord (owner) or a prospective buyer or tenant (buyer), you should know that the broker who lists the property for sale or lease is the owner’s agent. A broker who acts as a subagent represents the owner in cooperation with the listing broker. A broker who acts as a buyer’s agent represents the buyer. A broker may act as an intermediary between the parties if the parties consent in writing. A broker can assist you in locating a property, preparing a contract or lease, or obtaining financing without representing you. A broker is obligated by law to treat you honestly. IF THE BROKER REPRESENTS THE OWNER: The broker becomes the owner’s agent by entering into an agreement with the owner, usually through a written - listing agreement, or by agreeing to act as a subagent by accepting an offer of subagency from the listing broker. A subagent may work in a different real estate office. A listing broker or subagent can assist the buyer but does not represent the buyer and must place the interests of the owner first. The buyer should not tell the owner’s agent anything the buyer would not want the owner to know because an owner’s agent must disclose to thew owner any material information known to the agent. IF THE BROKER REPRESENTS THE BUYER: The broker becomes the buyer’s agent by entering into an agreement to represent the buyer, usually through a written buyer representation agreement. A buyer’s agent can assist the owner but does not represent the owner and must place the interests of the buyer first. The owner should not tell a buyer’s agent anything the owner would not want the buyer to know because a buyer’s agent must disclose to the buyer any material information known to the agent. IF THE BROKER ACTS AS AN INTERMEDIARY: A broker may act as an intermediary between the parties if the broker complies with The Texas Real Estate License Act. The broker must obtain the written consent of each party to the transaction to act as an intermediary. The written consent must state who will pay the broker and, in conspicuous bold or underlined print, set forth the broker’s obligations as an intermediary. The broker is required to treat each party honestly and fairly and to comply with The Texas Real Estate License Act. A broker who acts as an intermediary in a transaction: (1) shall treat all parties honestly; (2) may not disclose that the owner will accept a price less than the asking price unless authorized in writing to do so by the owner; buyer: and (3) may not disclose that the buyer will pay a price greater than the price submitted in a written offer unless authorized in writing to do so by the buyer; and (4) may not disclose any confidential information or any information that a party specifically instructs the broker in writing not to disclose unless authorized in writing to disclose the information or required to do so by The Texas Real Estate License Act or a court order or if the information materially relates to the condition of the property. With the parties’ consent, a broker acting as an intermediary between the parties may appoint a person who is licensed under The Texas Real Estate License Act and associated with the broker to communicate with and carry out instructions of one party and another person who is licensed under that Act and associated with the broker to communicate with and carry out instructions of the other party. IF YOU CHOOSE TO HAVE A BROKER REPRESENT YOU: You should enter into a written agreement with the broker that clearly establishes the broker’s obligations and your obligations. The agreement should state how and by whom the broker will be paid. You have the right to choose the type of representation, if any, you wish to receive. Your payment of a fee to a broker does not necessarily establish that the broker represents you. If you have any questions regarding the duties and responsibilities of the broker, you should resolve those questions before proceeding. DAVIDSON BOGEL REAL ESTATE, LLC 9004427 INFO@DB2RE.COM 214-526-3626 LICENSED BROKER / BROKER FIRM NAME LICENSE NO.EMAIL PHONE MICHAEL EDWARD BOGEL II 598526 EBOGEL@DB2RE.COM 214-526-3626 DESIGNATED BROKER OF FIRM LICENSE NO.EMAIL PHONE PHILLIP MAXWELL 702869 PMAXWELL@DB2RE.COM 214-526-3626 SALES AGENT/ASSOCIATE LICENSE NO.EMAIL PHONE DISCLAIMER 8086 & 8078 PRECINCT LINE RD. 11-2-2015 Information About Brokerage Services Texas law requires all real estate license holders to give the following informaƟon about brokerage services to prospecƟve buyers, tenants, sellers and landlords. TYPES OF REAL ESTATE LICENSE HOLDERS: .•A BROKER is responsible for all brokerage acƟviƟes, including acts performed by sales agents sponsored by the broker. •A SALES AGENT must be sponsored by a broker and works with clients on behalf of the broker. A BROKER’S MINIMUM DUTIES REQUIRED BY LAW (A client is the person or party that the broker represents): •Put the interests of the client above all others, including the broker’s own interests; •Inform the client of any material informaƟon about the property or transacƟon received by the broker; •Answer the client’s quesƟons and present any offer to or counter-offer from the client; and •Treat all parƟes to a real estate transacƟon honestly and fairly. A LICENSE HOLDER CAN REPRESENT A PARTY IN A REAL ESTATE TRANSACTION: AS AGENT FOR OWNER (SELLER/LANDLORD): The broker becomes the property owner's agent through an agreement with the owner, usually in a wriƩen lisƟng to sell or property management agreement. An owner's agent must perform the broker’s minimum duƟes above and must inform the owner of any material informaƟon about the property or transacƟon known by the agent, including informaƟon disclosed to the agent or subagent by the buyer or buyer’s agent. AS AGENT FOR BUYER/TENANT: The broker becomes the buyer/tenant's agent by agreeing to represent the buyer, usually through a wriƩen representaƟon agreement. A buyer's agent must perform the broker’s minimum duƟes above and must inform the buyer of any material informaƟon about the property or transacƟon known by the agent, including informaƟon disclosed to the agent by the seller or seller’s agent. AS AGENT FOR BOTH - INTERMEDIARY: To act as an intermediary between the parƟes the broker must first obtain the wriƩen agreement of each party to the transacƟon. The wriƩen agreement must state who will pay the broker and, in conspicuous bold or underlined print, set forth the broker's obligaƟons as an intermediary. A broker who acts as an intermediary: •Must treat all parƟes to the transacƟon imparƟally and fairly; •May, with the parƟes' wriƩen consent, appoint a different license holder associated with the broker to each party (owner and buyer) to communicate with, provide opinions and advice to, and carry out the instrucƟons of each party to the transacƟon. •Must not, unless specifically authorized in wriƟng to do so by the party, disclose: ᴑ that the owner will accept a price less than the wriƩen asking price; ᴑ that the buyer/tenant will pay a price greater than the price submiƩed in a wriƩen offer; and ᴑ any confidenƟal informaƟon or any other informaƟon that a party specifically instructs the broker in wriƟng not to disclose, unless required to do so by law. AS SUBAGENT: A license holder acts as a subagent when aiding a buyer in a transacƟon without an agreement to represent the buyer. A subagent can assist the buyer but does not represent the buyer and must place the interests of the owner first. TO AVOID DISPUTES, ALL AGREEMENTS BETWEEN YOU AND A BROKER SHOULD BE IN WRITING AND CLEARLY ESTABLISH: •The broker’s duƟes and responsibiliƟes to you, and your obligaƟons under the representaƟon agreement. •Who will pay the broker for services provided to you, when payment will be made and how the payment will be calculated. LICENSE HOLDER CONTACT INFORMATION: This noƟce is being provided for informaƟon purposes. It does not create an obligaƟon for you to use the broker’s services. Please acknowledge receipt of this noƟce below and retain a copy for your records. Licensed Broker /Broker Firm Name or Primary Assumed Business Name License No. Email Phone Designated Broker of Firm License No. Phone Licensed Supervisor of Sales Agent/Associate License No. Phone Sales Agent/Associate’s Name License No. Email Phone Regulated by the Texas Real Estate Commission Buyer/Tenant/Seller/Landlord Initials InformaƟon available at www.trec.texas.gov IABS 1-0 Date Davidson Bogel Real Estate, LLC 9004427 info@db2re.com 214-526-3626 Michael Edward Bogel II 598526 ebogel@db2re.com 214-526-3626 702869 Email pmaxwell@db2re.com 214-526-3626 N/A Phillip Maxwell N/A N/A N/A Statement of Planning Objectives Project Name: Side Car Club Applicant: Atticus Hamp owner of Side Car Club Property Address: 8078 and 8086 Precinct Line Road Acreage: 2.942 Zoning Request: Planned Unit Development (PUD) Amendment City: Colleyville, Texas Project Overview The proposed Planned Unit Development Amendment is intended to allow for the establishment of Side Car Club, an exclusive, membership-based automotive and lifestyle destination. This concept is designed to offer high-end vehicle storage, social amenities, and curated events tailored to a community of auto enthusiasts. Objectives 1. Introduce a Low-Impact, High-End Use Side Car Club proposes a limited-traffic, appointment-based facility with controlled access, reducing congestion and preserving the quiet, suburban character of Colleyville. 2. Preserve and Enhance the Site Aesthetics The development will maintain a significant portion of green space, incorporate native landscaping, and include architectural elements that complement Colleyville’s existing design standards. 3. Support Local Economic Growth The project will create jobs and generate tax revenue while attracting high-net-worth individuals who support surrounding businesses, restaurants, and service providers. 4. Ensure Compatibility with Adjacent Uses The layout, building scale, and operating hours will be thoughtfully designed to minimize noise, light, and traffic impacts on neighboring properties. 5. Deliver a Community-Oriented Experience While exclusive in nature, Side Car Club will occasionally host private charity events, car shows, and gatherings that align with community values and benefit local organizations. Land Use Justification This zoning amendment supports the city’s long-range vision for thoughtful, upscale development. The site’s access to major roads, existing infrastructure, and natural buffering makes it an ideal candidate for a luxury-focused, low-density commercial use without disrupting residential tranquility. Conclusion The amendment facilitates a unique, sustainable, and upscale use of the property, aligned with Colleyville’s character and planning principles. Side Car Club represents an innovative addition to the local business landscape, built on design excellence, community alignment, and long-term value. TABLE OF CONTENTS 1. REPORT a) Introduction b) Hydraulic Analysis c) Conclusion 2. FLOODPLAIN EXHIBITS a) FEMA Panel 48439C0095K Firmette b) LOMR 10-06-0420P c) Floodplain Work Map Topo Survey & Prop Grades (1 of 2) d) Floodplain Work Map 2007 NCTCOG Contours (2 of 2) e) 100-year Floodplain Comparison Table 3. HEC-RAS MODELS a) Existing Conditions Model b) Proposed Conditions Model 4. DISK a) Meadows Creek Plaza LOMR 07-06-0840P by BHB b) Emerald Park LOMR 10-06-0420P by NDM c) Existing Conditions Hydraulic Model d) Proposed Conditions Hydraulic Model e) Flood Study of Meadows Creek at Ravenwood Office Park Report (PDF) 4550 SH 360, Ste 180, Grapevine, Texas 76051 | Tel: 817-251-8550 | Fax: 817-251-8810 TBPE Firm #44 | TBPLS Firm #10011302 | www.bhbinc.com Introduction: This flood study has been prepared for Ravenwood Development, LLC to establish the base floodplain at the proposed Ravenwood Office Park south of Lavaca Trail in both existing and proposed conditions. The scope of this study is limited to the proposed Ravenwood Office Park Site. The contributing drainage areas totaling approximately 0.25 square miles (161 acres) drain to Meadows Creek via overland/shallow concentrated flow. Meadows Creek flows from north to south and discharges to Little Bear Creek via channelized flow. The methods used for this analysis conform to FEMA and City of Colleyville Criteria. Water quality and sediment transport are not included in this analysis. The objective of this analysis is to establish the base flood elevations along Meadows Creek with the intent of reclaiming a portion of the FEMA floodplain fringe shown extending west across the proposed site. This is accomplished through the use of HEC-RAS to model the existing and proposed topographic conditions and determine the water surface elevations due to the storm event with a 1% annual exceedance probability (the 100-yr storm). The methodology used herein is a one dimensional steady state hydraulic model of the stream using HEC-RAS version 4.1. Meadows Creek has been previously studied, and this study relies upon the hydrologic and hydraulic information previously determined by others in the Meadows Creek Plaza LOMR 07-06-0840P and the Emerald Park LOMR 10-06-0420P. Both the Emerald Park LOMR by Nathan D. Maier Consulting Engineers, Inc. (NDM) and the Meadows Creek Plaza LOMR by Baird, Hampton & Brown, Inc. (BHB) are included on the attached compact disk. Per the previous studies by others, Meadows Creek is carrying ≈680 cfs (146.4 Acres) at the northern limits of the subject property (Sta. 76+00) and is carrying ≈979 cfs (248 Acres) at the northern limits of Emerald Park (Sta. 64+68) about 500 feet south of the subject property. In order to more conservatively model the stream, an additional flow change location has been added near the southern limits of the subject property (Sta. 71+25) of ≈750 cfs (161 AC); this flow is based on a simple ratio of the known flows from the contributing drainage areas. Hydraulic Analysis: This hydraulic model has been prepared by taking the Meadows Creek Plaza hydraulic model, adding the downstream conditions provided in the Emerald Park hydraulic model, and updating the cross sections along the subject site based upon various topographic field surveys and NCTCOG data. There were several field surveys conducted in the area; the cross sections modeled are based on a compilation of the best available topographic data. The starting 100-yr water surface elevation of 636.27 is based on the downstream Emerald Park LOMR and was input as a boundary condition to this steady flow analysis. Cross sections were taken along the proposed site; sections are stationed beginning at the downstream end and are oriented to be viewed looking downstream. The enclosed Floodplain Work Map, see Floodplain Exhibits, shows the location of the cross sections along the stream. The Floodplain Work Map also includes the effective FEMA 100-yr (Zone A) floodplain and the calculated existing 100-yr floodplain as a comparison to the calculated proposed 100-yr floodplain. NATIONAL FLOOD INSURANCE PROGRAMMAP REVISED SEPTEMBER 25, 2009 Federal Emergency Management Agency NFIP MAP NUMBER 48439C0095K MAP LEGEND 1% annual chance (100-Year) Floodplain 1% annual chance (100-Year) Floodway 0.2% annual chance (500-Year) Floodplain MAP SCALE 1" = 1000' 1000 FEET1000 0500 FIRM FLOOD INSURANCE RATE MAP PANEL 95 OF 495 (SEE MAP INDEX FOR FIRM PANEL LAYOUT)íííí íííí íííí í))))íííííííí ............%,AA,Z,H ,G ,F ,E,D ,C Meadow Creek Little Bear Creek Unnamed Tributary to Walnut Creek 2W W NDR.WAYDR. NECKWAY WAY ROADFRY LANE LD LOCKETT ROAD TIM BERLINE STREET S OAK HILLS DRIVE BEAR CREEK DRIVE VI E W POLO LANEROADROAD N ECK COU RT TRAILCREEKCOURTDRIVETRAIL WHITE DRIVE D RIVE DRIVE PKWY.GLADESTREETCURTISLOWRIEV A LL E Y SCHOOL TIMBERLINE STREET N AVENUETRAILS DILLONLAVACA MADISONO A K L AWNHERBERT END CIR.CHATEAUXREMI NGTONBETTINGERMCDONWELL STYLES LN. W VAN OAKS DRIVE CO L TS DERBYCOLTSW OAKCHAMPIONTRAIL COURTRUSTICHUNTERBRIDGET WHI T N EY VALLEY DRIVE Culvert Culvert CITY OF COLLEYVILLE 480590 ! CITY OF NORTH RICHLAND HILLS 480607 ! TARRANT COUNTY UNINCORPORATED AREAS 480607 CITY OF HURST 480601 REVISED AREACITY OF COLLEYVILLECITY OF NORTH RICHLAND HILLSLIMIT OF DETAILED STUDY LIMIT OF DETAILED STUDY LIMIT OF DETAILED STUDY ZONE X !ZONE A ZONE X !!ZONE A ZONE X!ZONE AE !ZONE X ZONE AE !ZONE X ZONE X ZONE X !! ZONE X !!!ZONE AE ! !ZONE X !ZONE X ZONE X ! ZONE AE ! ZONE X!ZONE X !610610609606605 60 7 609 61 1 61 2 613618622632632633646 649 650 651 652 6 0 6 614 612611TARRANT COUNTY, TEXAS AND INCORPORATED AREAS COMMUNITY NUMBER PANEL SUFFIX CONTAINS: TARRANT COUNTY 480582 0095 K COLLEYVILLE, CITY OF GRAPEVINE, CITY OF 480590 0095 K 480598 0095 K HURST, CITY OF 480601 0095 K KELLER, CITY OF 480602 0095 K NORTH RICHLAND HILLS, CITY OF 480607 0095 K Notice to User: The shown below should be used when placing map orders; the shown above should be used on insurance applications for the subject community. Map Number Community Number REVISED TO REFLECT LOMR EFFECTIVE: PANEL 0095K SOUTHLAKE, CITY OF 480612 0095 KJOINS PANEL 018942000m36 N 41000m36 N 40000m36 N 2015.717.000 of 2FLOODPLAIN RECLAMATION OF MEADOWS CREEK AT LAVACA COLLEYVILLE, TX RAVENWOOD DEVELOPMENT, LLCFLOODPLAIN WORK MAP TOPO SURVEY & PROP. GRADES 1 2015.717.000 of 2FLOODPLAIN RECLAMATION OF MEADOWS CREEK AT LAVACA COLLEYVILLE, TX RAVENWOOD DEVELOPMENT, LLCFLOODPLAIN WORK MAP 2007 NCTCOG CONTOURS 2 4550 SH 360, Ste 180, Grapevine, Texas 76051 | Tel: 817-251-8550 | Fax: 817-251-8810 TBPE Firm #44 | TBPLS Firm #10011302 | www.bhbinc.com April 26, 2016 100-YEAR FLOODPLAIN COMPARISON TABLE e:\2015.000.000\2015.717.000\hec-ras\spreadsheets\floodplain comparison table.docx 100yr Runoff "Q" (cfs) Meadows Creek Plaza Emerald Park Existing Proposed Proposed Change Existing Proposed 7960 395 650.52 650.52 650.52 0.00 2.63 2.63 7945 395 650.51 650.52 650.51 -0.01 2.46 2.46 7915 395 649.53 649.54 649.53 -0.01 3.56 3.58 7885 395 649.46 649.46 649.45 -0.01 3.49 3.50 7840 395 649.33 649.34 649.33 -0.01 3.39 3.41 7725 395 649.10 649.11 649.09 -0.02 3.06 3.08 7645 395 648.99 649.00 648.98 -0.02 2.79 2.81 7600 680 648.40 648.43 648.39 -0.04 5.70 5.81 7572 680 648.63 648.66 648.62 -0.04 1.56 1.59 7548 680 647.24 647.54 647.54 0.00 4.05 4.06 7500 680 645.98 647.00 647.00 0.00 2.80 2.80 7380 680 644.72 646.01 645.93 -0.08 2.58 2.75 7260 680 644.30 645.08 644.98 -0.10 2.80 2.53 7200 680 643.80 644.46 644.42 -0.04 2.53 2.42 7125 750 643.99 643.93 -0.06 2.21 2.20 7050 750 643.55 643.45 -0.10 2.51 2.55 6975 750 642.50 643.12 643.05 -0.07 2.68 2.32 6800 750 642.22 642.22 0.00 2.38 2.38 6662 750 641.81 641.81 0.00 2.12 2.12 6530 750 641.42 641.42 0.00 2.81 2.81 6468 979 640.01 640.45 640.45 0.00 5.72 5.72 6388 979 637.26 637.26 637.26 0.00 10.12 10.12 6338 979 635.98 635.97 635.97 0.00 9.04 9.04 6280 979 636.27 636.27 636.27 0.00 6.55 6.55 River Station 100-year Water Surface Elevation (WSEL)100-yr Velocity (fps)Site Extents MeadowsCreek_EXISTING.rep HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Meadows Creek at Ravenwood Project File : MeadowsCreek.prj Run Date and Time: 4/25/2016 10:44:12 AM Project in English units Project Description: Flood Study of Meadows Creek at Lavaca Road for Ravenwood Office Park PLAN DATA Plan Title: Existing Conditions Plan File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.p03 Geometry Title: Existing Conditions Geometry File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.g03 Flow Title : Existing Flow File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.f02 Plan Summary Information: Number of: Cross Sections = 39 Multiple Openings = 0 Culverts = 2 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Existing Flow File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.f02 Flow Data (cfs) Page 1 MeadowsCreek_EXISTING.rep River Reach RS 10 yr 25 yr 50 yr 100 yr 500 yr Meadow Creek Reach 1 9167 201 234 272 303 370 Meadow Creek Reach 1 8100 260 305 350 395 455 Meadow Creek Reach 1 7600 455 530 610 680 810 Meadow Creek Reach 1 7125 500 580 670 750 885 Meadow Creek Reach 1 6468 586 693 775 979 1181 Boundary Conditions River Reach Profile Upstream Downstream Meadow Creek Reach 1 10 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 25 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 50 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 100 yr Normal S = 0.005 Known WS = 636.27 Meadow Creek Reach 1 500 yr Normal S = 0.005 Known WS = 636.27 GEOMETRY DATA Geometry Title: Existing Conditions Geometry File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.g03 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9167 INPUT Description: TNP Section Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 993 659.44 1021 659 1038 658.462 1054 654.382 1054 653.512 1060 653.342 1066 653.512 1066 654.392 1080 656.212 1105 658.07 1165 659.24 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 993 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 45 45 45 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9122 Page 2 MeadowsCreek_EXISTING.rep INPUT Description: TNP Section Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 950 660 996 659 1038 658.33 1054 654.25 1054 653.38 1060 653.21 1066 653.38 1066 654.26 1080 656.08 1104 657.38 1112 657.72 1118 658.61 1153 659.62 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 109 109 109 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9013 INPUT Description: TNP Section (interpolated btwn post project survey sections, 1/06) Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 984 661 1018 660 1023 659.87 1034 659 1038 658 1054 653.92 1054 653.05 1060 652.88 1066 653.05 1066 653.93 1080 655.75 1105 657.46 1115 658.14 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 984 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 65 65 65 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8948 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1023 659.675 1034 658.805 1038 657.805 1054 653.725 1054 652.855 1060 652.685 1066 652.855 1066 653.735 1080 655.555 1105 657.265 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1023 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 96 96 96 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8852 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1002 661 1019 660 1029 659 1035 658 1036 657.267 1057 652.987 1057 652.547 1063 652.407 1069 652.547 1069 652.997 1110 655.957 1310 658.7 Page 3 MeadowsCreek_EXISTING.rep Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1002 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 109 109 109 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8743 INPUT Description: TNP Section (post project survey) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1035 660 1036 656.94 1057 652.66 1057 652.22 1063 652.08 1069 652.22 1069 652.67 1110 655.63 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1035 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1035 1110 77 77 77 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8666 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1028 660 1028.35 657.31 1036656.7475 1057652.4675 1057652.0275 1063651.8875 1069652.0275 1069652.4775 1110655.4375 1113 655.28 1135 655.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1028 .03 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 64 64 64 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8602 INPUT Description: TNP Section, (interpolated from TNP post proj. survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1030 659 1030.72 656.68 1036 656.59 1057 652.31 1057 651.87 1063 651.73 1069 651.87 1069 652.32 1110 655.28 1120 655.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 93 93 93 .1 .3 CROSS SECTION Page 4 MeadowsCreek_EXISTING.rep RIVER: Meadow Creek REACH: Reach 1 RS: 8509 INPUT Description: TNP section (interpolated, TNP post project survey) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1036 659 1036 656.36 1057 652.08 1057 651.64 1063 651.5 1069 651.64 1069 652.09 1110 655.05 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1036 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 91 91 91 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8418 INPUT Description: U/S Section through concrete rip-rap transition (interpolated, TNP post project survey) Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1032 656 1035 656 1035.04 653.98 1057 651.81 1057 651.37 1063 651.23 1069 651.37 1069 651.82 1110 654.78 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1032 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1035 1110 31.99 31.99 31.99 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8386 INPUT Description: Downstream end of concrete rip-rap. (TNP post proj. survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1020 655.5 1027 655 1036 654.16 1041 651.81 1041 651.33 1060 651.19 1080 651.52 1080 651.97 1093 653.4 1115 654.02 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1020 .035 1041 .035 1080 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1093 51 54 58.98 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8332 INPUT Description: TNP Section (channel data shifted vertically down to match grade projected down from TNP post project sections.) Station Elevation Data num= 9 Page 5 MeadowsCreek_EXISTING.rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1029 655.5 1039 653 1050 651.35 1054 651.05 1060 651.05 1066 651.05 1085 651.55 1092 653.3 1104 654.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1029 .035 1039 .035 1092 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1039 1092 75 68 72 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8264 INPUT Description: TNP Section (D/S limit of TNP study area) Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 929 652.45 936 651.93 946 651.47 973.01 650.65 1000 650.65 1035 651.6 1084 651.75 1090 652.05 1100 652.33 1118 652.01 1134 651.54 1137 651.89 1150 652.45 1186 652.33 1206 653 1234 654 1238 653.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 929 .05 946 .035 1035 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 946 1035 61 64 68 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1100 1238 652.33 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8200 INPUT Description: Upstream Limit of Meadows Creek Plaza Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 376.8 652.5 390 650.3 462.75 650.3 475.95 652.5 756 656.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 376.8 .035 475.95 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 376.8 475.95 95 114 124 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8100 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657.3 372.98 652 390.5 649.08 440.5 649.08 458.02 652 748 657 Manning's n Values num= 3 Page 6 MeadowsCreek_EXISTING.rep Sta n Val Sta n Val Sta n Val 0 .05 372.98 .035 458.02 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 372.98 458.02 134 134 134 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7960 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657.1 363.98 651.75 381.5 647.37 416.5 647.37 434.02 651.75 739 656.14 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 363.98 .035 434.02 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 363.98 434.02 15 15 15 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7945 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 362.26 651.75 380.5 647.19 415.5 647.19 433.74 651.75 738 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 362.26 .035 433.74 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 362.26 433.74 30 30 30 .3 .5 CULVERT RIVER: Meadow Creek REACH: Reach 1 RS: 7930 INPUT Description: Distance from Upstream XS = 1 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 362.26 651.75 651.75 380.5 651.75 647.19 415.5 651.75 647.19 433.74 651.75 651.75 Upstream Bridge Cross Section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 362.26 651.75 380.5 647.19 415.5 647.19 433.74 651.75 738 656.4 Manning's n Values num= 3 Page 7 MeadowsCreek_EXISTING.rep Sta n Val Sta n Val Sta n Val 0 .05 362.26 .035 433.74 .05 Bank Sta: Left Right Coeff Contr. Expan. 362.26 433.74 .3 .5 Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 359.78 651.75 651.75 378.5 651.75 647.07 413.5 651.75 647.07 432.22 651.75 651.75 Downstream Bridge Cross Section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.9 359.78 651.75 378.5 647.07 413.5 647.07 432.22 651.75 736 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 359.78 .035 432.22 .05 Bank Sta: Left Right Coeff Contr. Expan. 359.78 432.22 .3 .5 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 3 6 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 1 28 .015 .015 0 .4 1 Number of Barrels = 4 Upstream Elevation = 647.19 Centerline Stations Sta. Sta. Sta. Sta. 386.5 393.5 400.5 407.5 Downstream Elevation = 647.07 Centerline Stations Sta. Sta. Sta. Sta. 386.5 393.5 400.5 407.5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7915 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.9 359.78 651.75 378.5 647.07 413.5 647.07 432.22 651.75 736 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 359.78 .035 432.22 .05 Page 8 MeadowsCreek_EXISTING.rep Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 359.78 432.22 30 30 30 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7885 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.7 360.3 650.5 374.5 646.95 409.5 646.95 423.7 650.5 734 656.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 360.3 .035 423.7 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 360.3 423.7 50 50 49 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7840 INPUT Description: Geometry from Survey Section #2 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656 337.58 650.5 352.5 646.77 387.5 646.77 402.42 650.5 730 657 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 337.58 .035 402.42 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 337.58 402.42 125 125 125 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7725 INPUT Description: Survey Section #2 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 651.2 278.74 650.25 294.5 646.31 329.5 646.31 345.26 650.25 722 657 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 278.74 .035 345.26 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278.74 345.26 80 80 80 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7645 Page 9 MeadowsCreek_EXISTING.rep INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -49 650.9 242.46 650 258.5 645.99 293.5 645.99 309.54 650 717 656.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -49 .05 242.46 .035 309.54 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 242.46 309.54 45 45 46 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7600 INPUT Description: Meadows Creeek Plaza Field Survey Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -115 650 232.74 649.5 247.5 645.81 282.5 645.81 297.26 649.5 705 655.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -115 .05 232.74 .035 297.26 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 232.74 297.26 28 28 28 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7572 INPUT Description: Upstream Face Culvert at Lavaca Trail Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -100 650 4 648 103 646.8 203 645.9 261.5 646 298.4 646.3 334.85 645.62 338.95 645.62 343.15 645.62 357.8 646.7 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -100 .05 334.85 .035 343.15 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 334.85 343.15 24 24 24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -100 298.4 646.3 F 357.8 450 646.7 F CULVERT RIVER: Meadow Creek REACH: Reach 1 RS: 7560 INPUT Description: Distance from Upstream XS = 2 Deck/Roadway Width = 20 Weir Coefficient = 2.6 Page 10 MeadowsCreek_EXISTING.rep Upstream Deck/Roadway Coordinates num= 10 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -100 651 600 3.2 649 600 53.19 648.5 600 115.3 648 600 204.2 647.34 600 252 647.33 600 297.3 648 600 339.65 648.52 600 355.3 648.48 600 450 651 600 Upstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -100 650 4 648 103 646.8 203 645.9 261.5 646 298.4 646.3 334.85 645.62 338.95 645.62 343.15 645.62 357.8 646.7 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -100 .05 334.85 .035 343.15 .05 Bank Sta: Left Right Coeff Contr. Expan. 334.85 343.15 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -100 298.4 646.3 F 357.8 450 646.7 F Downstream Deck/Roadway Coordinates num= 10 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -100 651 600 3.2 649 600 53.19 648.5 600 115.3 648 600 204.2 647.34 600 252 647.33 600 297.3 648 600 339.65 648.52 600 355.3 648.48 600 450 651 600 Downstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 648 94.8 647 155.1 646.5 252.3 646.4 328.7 646.9 334.85 645.5 338.95 645.5 343.15 645.5 344.7 647 352.5 647 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .06 328.7 .055 344.7 .06 Bank Sta: Left Right Coeff Contr. Expan. 328.7 344.7 .3 .5 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 647.33 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 2 4.1 FHWA Chart # 58- Rectangular concrete FHWA Scale # 1 - Side tapered; Less favorable edges Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 0 24 .015 .015 0 .5 1 Number of Barrels = 2 Upstream Elevation = 645.62 Centerline Stations Page 11 MeadowsCreek_EXISTING.rep Sta. Sta. 336.9 341.1 Downstream Elevation = 645.5 Centerline Stations Sta. Sta. 336.9 341.1 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7548 INPUT Description: Downstream Face Culvert at Lavaca Trail Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 648 94.8 647 155.1 646.5 252.3 646.4 328.7 646.9 334.85 645.5 338.95 645.5 343.15 645.5 344.7 647 352.5 647 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .06 328.7 .055 344.7 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 328.7 344.7 43 48 54 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7500 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 647.5 154 646 241.8 646 278 647 295 646 363.4 646 442.3 648 495 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 278 .05 442.3 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278 442.3 95 120 113 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 278 647 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7380 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646.3 25.8 646 55.3 645.9 204.7 646 226.2 645 257 644 277.4 639 286.4 639 308.4 644 325 645.6 371 644.9 420 645 432.1 646 455 648 519 649.4 548.2 648.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 226.2 .05 420 .06 Page 12 MeadowsCreek_EXISTING.rep Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 226.2 420 170 120 100 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 257 308.4 644 T 0 204.7 646 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7260 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646.1 5.2 646 100.2 645 236.3 644 341 644 395 644.4 461 646 485 648 550 648.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 100.2 .05 395 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.2 395 120 60 55 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7200 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 645.2 3.6 645 104.1 644 127 643.8 208.4 643.8 419.8 643.4 460 643 505 644 515 644.1 530 643.7 616.8 648 629 648.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 208.4 .05 505 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 208.4 505 60 75 85 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 350 420 647 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7125 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644.9 50 644.2 90 643.9 128 643.5 209.2 643.4 393.6 642.6 455 643 485 643.4 521 642.8 536 644 560.4 645 594.6 647 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 209.2 .05 485 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. Page 13 MeadowsCreek_EXISTING.rep 209.2 485 62 75 70 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7050 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644.1 40 644.3 90 644.5 127 643.8 209.1 643.1 362 642 448.2 642 453.2 643 529.4 644 565 645.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 209.1 .05 453.2 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 209.1 453.2 60 75 90 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6975 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 643.4 44.4 642.9 95 643.5 138 643 210.7 642.2 324.5 641.5 394.8 642 531.4 644.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 210.7 .05 394.8 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.7 394.8 185 175 150 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 95 643.5 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6800 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.6 90 642 170.7 641 210.3 640.8 293 640.5 398.6 642 497.7 643.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 210.3 .05 398.6 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.3 398.6 150 138 180 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6662 Page 14 MeadowsCreek_EXISTING.rep INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.6 56.7 642 119.9 641 207.8 640 275 639.6 322.2 640 417.2 642 492 642 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 207.8 .05 322.2 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 207.8 322.2 150 132 135 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6530 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.3 11.6 642 83 641 144.3 640.3 196.2 641 208 641.8 242.6 640 276.1 638.8 336.1 640 458.5 642 492 643 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 242.6 .05 336.1 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 242.6 336.1 68 62 76 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6468 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 645.3 57.5 644 203.2 642 249 641 323.3 640 337.7 639.8 351.1 640 399 641.7 414.4 640 451.1 638.4 541.7 640 621.9 642 659 644 682.8 644.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 414.4 .05 541.7 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 414.4 541.7 160 80 180 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6388 INPUT Description: Emerald Park 88+88 (Channel Section D-D) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 640 1165 639 1168 637 1176 632.96 1190 632.96 1198 637 1201 639 1550 640 Page 15 MeadowsCreek_EXISTING.rep Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .045 1165 .025 1201 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1165 1201 50 50 50 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6338 INPUT Description: Emerald Park 88+38 (Channel Section D-D) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 640 1165 639 1168 635.3 1176 631.3 1190 631.3 1198 635.3 1201 639 1550 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .045 1165 .025 1201 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1165 1201 58 58 58 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6280 INPUT Description: Emerald Park 87+80 (This is a REPEATED Section) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 638.7 1055 637.7 1070 633.29 1070 631.29 1100 631.29 1100 633.29 1115 637.7 1170 638.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .033 1070 .02 1100 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1070 1100 60 60 60 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1000 1070 637.4 F 1100 1170 637.4 F SUMMARY OF MANNING'S N VALUES River:Meadow Creek Reach River Sta. n1 n2 n3 Reach 1 9167 .035 .015 .035 Reach 1 9122 .035 .015 .035 Reach 1 9013 .035 .015 .035 Reach 1 8948 .035 .015 .035 Reach 1 8852 .035 .015 .035 Reach 1 8743 .035 .015 .035 Reach 1 8666 .03 .015 .035 Reach 1 8602 .035 .015 .035 Reach 1 8509 .035 .015 .035 Reach 1 8418 .035 .015 .035 Reach 1 8386 .035 .035 .035 Page 16 MeadowsCreek_EXISTING.rep Reach 1 8332 .035 .035 .035 Reach 1 8264 .05 .035 .05 Reach 1 8200 .05 .035 .05 Reach 1 8100 .05 .035 .05 Reach 1 7960 .05 .035 .05 Reach 1 7945 .05 .035 .05 Reach 1 7930 Culvert Reach 1 7915 .05 .035 .05 Reach 1 7885 .05 .035 .05 Reach 1 7840 .05 .035 .05 Reach 1 7725 .05 .035 .05 Reach 1 7645 .05 .035 .05 Reach 1 7600 .05 .035 .05 Reach 1 7572 .05 .035 .05 Reach 1 7560 Culvert Reach 1 7548 .06 .055 .06 Reach 1 7500 .05 .05 .06 Reach 1 7380 .05 .05 .06 Reach 1 7260 .05 .05 .06 Reach 1 7200 .05 .05 .06 Reach 1 7125 .05 .05 .06 Reach 1 7050 .05 .05 .06 Reach 1 6975 .05 .05 .06 Reach 1 6800 .05 .05 .06 Reach 1 6662 .05 .05 .06 Reach 1 6530 .05 .05 .06 Reach 1 6468 .05 .05 .06 Reach 1 6388 .045 .025 .045 Reach 1 6338 .045 .025 .045 Reach 1 6280 .033 .02 .033 SUMMARY OF REACH LENGTHS River: Meadow Creek Reach River Sta. Left Channel Right Reach 1 9167 45 45 45 Reach 1 9122 109 109 109 Reach 1 9013 65 65 65 Reach 1 8948 96 96 96 Reach 1 8852 109 109 109 Reach 1 8743 77 77 77 Reach 1 8666 64 64 64 Reach 1 8602 93 93 93 Reach 1 8509 91 91 91 Reach 1 8418 31.99 31.99 31.99 Reach 1 8386 51 54 58.98 Reach 1 8332 75 68 72 Reach 1 8264 61 64 68 Reach 1 8200 95 114 124 Reach 1 8100 134 134 134 Reach 1 7960 15 15 15 Reach 1 7945 30 30 30 Reach 1 7930 Culvert Reach 1 7915 30 30 30 Reach 1 7885 50 50 49 Reach 1 7840 125 125 125 Reach 1 7725 80 80 80 Reach 1 7645 45 45 46 Reach 1 7600 28 28 28 Reach 1 7572 24 24 24 Reach 1 7560 Culvert Reach 1 7548 43 48 54 Reach 1 7500 95 120 113 Reach 1 7380 170 120 100 Reach 1 7260 120 60 55 Page 17 MeadowsCreek_EXISTING.rep Reach 1 7200 60 75 85 Reach 1 7125 62 75 70 Reach 1 7050 60 75 90 Reach 1 6975 185 175 150 Reach 1 6800 150 138 180 Reach 1 6662 150 132 135 Reach 1 6530 68 62 76 Reach 1 6468 160 80 180 Reach 1 6388 50 50 50 Reach 1 6338 58 58 58 Reach 1 6280 60 60 60 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Meadow Creek Reach River Sta. Contr. Expan. Reach 1 9167 .1 .3 Reach 1 9122 .1 .3 Reach 1 9013 .1 .3 Reach 1 8948 .1 .3 Reach 1 8852 .1 .3 Reach 1 8743 .1 .3 Reach 1 8666 .1 .3 Reach 1 8602 .1 .3 Reach 1 8509 .1 .3 Reach 1 8418 .1 .3 Reach 1 8386 .1 .3 Reach 1 8332 .1 .3 Reach 1 8264 .1 .3 Reach 1 8200 .1 .3 Reach 1 8100 .1 .3 Reach 1 7960 .3 .5 Reach 1 7945 .3 .5 Reach 1 7930 Culvert Reach 1 7915 .3 .5 Reach 1 7885 .3 .5 Reach 1 7840 .1 .3 Reach 1 7725 .1 .3 Reach 1 7645 .1 .3 Reach 1 7600 .3 .5 Reach 1 7572 .3 .5 Reach 1 7560 Culvert Reach 1 7548 .3 .5 Reach 1 7500 .1 .3 Reach 1 7380 .1 .3 Reach 1 7260 .1 .3 Reach 1 7200 .1 .3 Reach 1 7125 .1 .3 Reach 1 7050 .1 .3 Reach 1 6975 .1 .3 Reach 1 6800 .1 .3 Reach 1 6662 .1 .3 Reach 1 6530 .1 .3 Reach 1 6468 .1 .3 Reach 1 6388 .1 .3 Reach 1 6338 .1 .3 Reach 1 6280 .3 .5 Page 18 HEC-RAS Plan: Existing Cond. River: Meadow Creek Reach: Reach 1 Profile: 100 yrReach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach 1 9167 100 yr 303.00 653.34 656.66 656.97 0.003205 4.43 69.48 41.02 0.56Reach 1 9122 100 yr 303.00 653.21 656.51 656.82 0.003318 4.48 68.96 42.75 0.57Reach 1 9013 100 yr 303.00 652.88 656.07 656.42 0.003973 4.77 64.16 39.05 0.62Reach 1 8948 100 yr 303.00 652.69 655.57 656.07 0.006758 5.70 53.13 33.40 0.79Reach 1 8852 100 yr 303.00 652.41 655.38 655.56 0.002960 3.43 88.27 56.77 0.49Reach 1 8743 100 yr 303.00 652.08 655.06 655.24 0.002916 3.41 88.79 56.94 0.48Reach 1 8666 100 yr 303.00 651.89 654.83 655.02 0.002928 3.51 86.24 56.09 0.50Reach 1 8602 100 yr 303.00 651.73 654.60 654.81 0.003503 3.67 82.56 54.85 0.53Reach 1 8509 100 yr 303.00 651.50 654.02 653.67 654.36 0.006546 4.71 64.36 48.22 0.72Reach 1 8418 100 yr 303.00 651.23 653.31 653.31 653.86 0.004380 5.93 51.06 47.91 1.01Reach 1 8386 100 yr 303.00 651.19 653.26 653.46 0.003806 3.52 86.03 53.84 0.49Reach 1 8332 100 yr 303.00 651.05 652.48 652.48 653.03 0.017692 5.98 50.65 46.25 1.01Reach 1 8264 South PL 100 yr 303.00 650.65 651.87 651.70 652.07 0.008371 3.64 91.85 162.89 0.67Reach 1 8200 100 yr 303.00 650.30 651.46 651.62 0.005552 3.29 92.09 86.62 0.56Reach 1 8100 100 yr 395.00 649.08 650.72 650.97 0.005747 4.03 98.00 69.66 0.60Reach 1 7960 100 yr 395.00 647.37 650.52 650.63 0.001154 2.63 150.21 60.24 0.29Reach 1 7945 100 yr 395.00 647.19 650.52 648.67 650.61 0.000951 2.46 160.63 61.60 0.27Reach 1 7930 CulvertReach 1 7915 100 yr 395.00 647.07 649.54 649.74 0.002794 3.56 110.82 54.75 0.44Reach 1 7885 100 yr 395.00 646.95 649.46 649.65 0.002628 3.49 113.16 55.10 0.43Reach 1 7840 100 yr 395.00 646.77 649.34 649.52 0.002417 3.39 116.44 55.57 0.41Reach 1 7725 100 yr 395.00 646.31 649.11 649.25 0.001787 3.06 129.16 57.37 0.36Reach 1 7645 100 yr 395.00 645.99 649.00 649.12 0.001371 2.79 141.52 59.07 0.32Reach 1 7600 100 yr 680.00 645.81 648.43 648.94 0.006669 5.70 119.33 55.98 0.69Reach 1 7572 100 yr 680.00 645.62 648.66 646.81 648.67 0.000309 1.56 830.33 442.55 0.16Reach 1 7560 CulvertReach 1 7548 100 yr 680.00 645.50 647.54 647.65 0.011772 4.05 271.91 326.59 0.55Reach 1 7500 100 yr 680.00 646.00 647.00 647.00 647.11 0.012497 2.80 253.90 351.53 0.56Reach 1 7380 100 yr 680.00 639.00 646.01 645.39 646.11 0.005227 2.58 284.54 407.24 0.40Reach 1 7260 100 yr 680.00 644.00 645.08 645.20 0.011754 2.80 248.31 330.01 0.55Reach 1 7200 100 yr 680.00 643.00 644.46 644.55 0.008311 2.53 301.76 417.53 0.47Reach 1 7125 100 yr 750.00 642.60 643.99 644.06 0.005450 2.21 375.28 457.76 0.39Reach 1 7050 100 yr 750.00 642.00 643.55 643.65 0.005616 2.51 315.04 338.72 0.40Reach 1 6975 100 yr 750.00 641.50 643.12 642.62 643.22 0.005666 2.68 320.84 378.81 0.41Reach 1 6800 100 yr 750.00 640.50 642.22 642.30 0.004831 2.38 349.84 362.34 0.38Reach 1 6662 100 yr 750.00 639.60 641.81 641.87 0.002008 2.12 445.13 339.95 0.26Reach 1 6530 100 yr 750.00 638.80 641.42 641.51 0.003504 2.81 363.56 356.54 0.35Reach 1 6468 100 yr 979.00 638.40 640.45 640.45 640.93 0.027584 5.72 189.39 223.08 0.90Reach 1 6388 100 yr 979.00 632.96 637.26 637.26 638.85 0.006869 10.12 96.74 30.78 1.01Reach 1 6338 100 yr 979.00 631.30 635.97 635.59 637.23 0.004855 9.04 108.32 31.08 0.85Reach 1 6280 100 yr 979.00 631.29 636.27 634.51 636.94 0.001081 6.55 149.40 50.27 0.52 0200400600800646648650652654656Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7548 Downstream Face Culvert at Lavaca TrailStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.06.055.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800646648650652654656658Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7500 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800638640642644646648650Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7380 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800644646648650652654656Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7260 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800644646648650652654Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7200 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7125 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 7050 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 6975 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: Existing RS = 6800 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 60006500700075008000850090009500630635640645650655660Meadows Creek at Ravenwood Plan: Existing Conditions 4/25/2016 10:44:12 AMGeom: Existing Conditions Flow: ExistingMain Channel Distance (ft)Elevation (ft)LegendWS 100 yrGround MeadowsCreek_PROPOSED.rep HEC-RAS Version 4.1.0 Jan 2010 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX XXXX XXXX XX XXXX X X X X X X X X X X X X X X X X X X X XXXXXXX XXXX X XXX XXXX XXXXXX XXXX X X X X X X X X X X X X X X X X X X X X X XXXXXX XXXX X X X X XXXXX PROJECT DATA Project Title: Meadows Creek at Ravenwood Project File : MeadowsCreek.prj Run Date and Time: 4/25/2016 10:45:26 AM Project in English units Project Description: Flood Study of Meadows Creek at Lavaca Road for Ravenwood Office Park PLAN DATA Plan Title: Proposed Conditions Plan File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.p04 Geometry Title: Proposed Conditions Geometry File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.g04 Flow Title : Existing Flow File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.f02 Plan Summary Information: Number of: Cross Sections = 39 Multiple Openings = 0 Culverts = 2 Inline Structures = 0 Bridges = 0 Lateral Structures = 0 Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: Existing Flow File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.f02 Flow Data (cfs) Page 1 MeadowsCreek_PROPOSED.rep River Reach RS 10 yr 25 yr 50 yr 100 yr 500 yr Meadow Creek Reach 1 9167 201 234 272 303 370 Meadow Creek Reach 1 8100 260 305 350 395 455 Meadow Creek Reach 1 7600 455 530 610 680 810 Meadow Creek Reach 1 7125 500 580 670 750 885 Meadow Creek Reach 1 6468 586 693 775 979 1181 Boundary Conditions River Reach Profile Upstream Downstream Meadow Creek Reach 1 10 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 25 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 50 yr Normal S = 0.005 Normal S = 0.005 Meadow Creek Reach 1 100 yr Normal S = 0.005 Known WS = 636.27 Meadow Creek Reach 1 500 yr Normal S = 0.005 Known WS = 636.27 GEOMETRY DATA Geometry Title: Proposed Conditions Geometry File : e:\2015.000.000\2015.717.000\HEC-RAS\MeadowsCreek.g04 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9167 INPUT Description: TNP Section Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 993 659.44 1021 659 1038 658.462 1054 654.382 1054 653.512 1060 653.342 1066 653.512 1066 654.392 1080 656.212 1105 658.07 1165 659.24 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 993 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 45 45 45 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9122 Page 2 MeadowsCreek_PROPOSED.rep INPUT Description: TNP Section Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 950 660 996 659 1038 658.33 1054 654.25 1054 653.38 1060 653.21 1066 653.38 1066 654.26 1080 656.08 1104 657.38 1112 657.72 1118 658.61 1153 659.62 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 950 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 109 109 109 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 9013 INPUT Description: TNP Section (interpolated btwn post project survey sections, 1/06) Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 984 661 1018 660 1023 659.87 1034 659 1038 658 1054 653.92 1054 653.05 1060 652.88 1066 653.05 1066 653.93 1080 655.75 1105 657.46 1115 658.14 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 984 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 65 65 65 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8948 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1023 659.675 1034 658.805 1038 657.805 1054 653.725 1054 652.855 1060 652.685 1066 652.855 1066 653.735 1080 655.555 1105 657.265 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1023 .035 1054 .015 1066 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1038 1080 96 96 96 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8852 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1002 661 1019 660 1029 659 1035 658 1036 657.267 1057 652.987 1057 652.547 1063 652.407 1069 652.547 1069 652.997 1110 655.957 1310 658.7 Page 3 MeadowsCreek_PROPOSED.rep Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1002 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 109 109 109 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8743 INPUT Description: TNP Section (post project survey) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1035 660 1036 656.94 1057 652.66 1057 652.22 1063 652.08 1069 652.22 1069 652.67 1110 655.63 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1035 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1035 1110 77 77 77 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8666 INPUT Description: TNP Section (interpolated, TNP post project survey) Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1028 660 1028.35 657.31 1036656.7475 1057652.4675 1057652.0275 1063651.8875 1069652.0275 1069652.4775 1110655.4375 1113 655.28 1135 655.88 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1028 .03 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 64 64 64 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8602 INPUT Description: TNP Section, (interpolated from TNP post proj. survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1030 659 1030.72 656.68 1036 656.59 1057 652.31 1057 651.87 1063 651.73 1069 651.87 1069 652.32 1110 655.28 1120 655.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1030 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 93 93 93 .1 .3 CROSS SECTION Page 4 MeadowsCreek_PROPOSED.rep RIVER: Meadow Creek REACH: Reach 1 RS: 8509 INPUT Description: TNP section (interpolated, TNP post project survey) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1036 659 1036 656.36 1057 652.08 1057 651.64 1063 651.5 1069 651.64 1069 652.09 1110 655.05 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1036 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1110 91 91 91 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8418 INPUT Description: U/S Section through concrete rip-rap transition (interpolated, TNP post project survey) Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1032 656 1035 656 1035.04 653.98 1057 651.81 1057 651.37 1063 651.23 1069 651.37 1069 651.82 1110 654.78 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1032 .035 1057 .015 1069 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1035 1110 31.99 31.99 31.99 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8386 INPUT Description: Downstream end of concrete rip-rap. (TNP post proj. survey) Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1020 655.5 1027 655 1036 654.16 1041 651.81 1041 651.33 1060 651.19 1080 651.52 1080 651.97 1093 653.4 1115 654.02 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1020 .035 1041 .035 1080 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1036 1093 51 54 58.98 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8332 INPUT Description: TNP Section (channel data shifted vertically down to match grade projected down from TNP post project sections.) Station Elevation Data num= 9 Page 5 MeadowsCreek_PROPOSED.rep Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1029 655.5 1039 653 1050 651.35 1054 651.05 1060 651.05 1066 651.05 1085 651.55 1092 653.3 1104 654.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1029 .035 1039 .035 1092 .035 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1039 1092 75 68 72 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8264 INPUT Description: TNP Section (D/S limit of TNP study area) Station Elevation Data num= 17 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 929 652.45 936 651.93 946 651.47 973.01 650.65 1000 650.65 1035 651.6 1084 651.75 1090 652.05 1100 652.33 1118 652.01 1134 651.54 1137 651.89 1150 652.45 1186 652.33 1206 653 1234 654 1238 653.98 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 929 .05 946 .035 1035 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 946 1035 61 64 68 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 1100 1238 652.33 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8200 INPUT Description: Upstream Limit of Meadows Creek Plaza Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 376.8 652.5 390 650.3 462.75 650.3 475.95 652.5 756 656.75 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 376.8 .035 475.95 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 376.8 475.95 95 114 124 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 8100 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657.3 372.98 652 390.5 649.08 440.5 649.08 458.02 652 748 657 Manning's n Values num= 3 Page 6 MeadowsCreek_PROPOSED.rep Sta n Val Sta n Val Sta n Val 0 .05 372.98 .035 458.02 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 372.98 458.02 134 134 134 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7960 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657.1 363.98 651.75 381.5 647.37 416.5 647.37 434.02 651.75 739 656.14 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 363.98 .035 434.02 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 363.98 434.02 15 15 15 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7945 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 362.26 651.75 380.5 647.19 415.5 647.19 433.74 651.75 738 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 362.26 .035 433.74 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 362.26 433.74 30 30 30 .3 .5 CULVERT RIVER: Meadow Creek REACH: Reach 1 RS: 7930 INPUT Description: Distance from Upstream XS = 1 Deck/Roadway Width = 28 Weir Coefficient = 2.6 Upstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 362.26 651.75 651.75 380.5 651.75 647.19 415.5 651.75 647.19 433.74 651.75 651.75 Upstream Bridge Cross Section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 657 362.26 651.75 380.5 647.19 415.5 647.19 433.74 651.75 738 656.4 Manning's n Values num= 3 Page 7 MeadowsCreek_PROPOSED.rep Sta n Val Sta n Val Sta n Val 0 .05 362.26 .035 433.74 .05 Bank Sta: Left Right Coeff Contr. Expan. 362.26 433.74 .3 .5 Downstream Deck/Roadway Coordinates num= 4 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 359.78 651.75 651.75 378.5 651.75 647.07 413.5 651.75 647.07 432.22 651.75 651.75 Downstream Bridge Cross Section Data Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.9 359.78 651.75 378.5 647.07 413.5 647.07 432.22 651.75 736 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 359.78 .035 432.22 .05 Bank Sta: Left Right Coeff Contr. Expan. 359.78 432.22 .3 .5 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 3 6 FHWA Chart # 8 - flared wingwalls FHWA Scale # 1 - Wingwall flared 30 to 75 deg. Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 1 28 .015 .015 0 .4 1 Number of Barrels = 4 Upstream Elevation = 647.19 Centerline Stations Sta. Sta. Sta. Sta. 386.5 393.5 400.5 407.5 Downstream Elevation = 647.07 Centerline Stations Sta. Sta. Sta. Sta. 386.5 393.5 400.5 407.5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7915 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.9 359.78 651.75 378.5 647.07 413.5 647.07 432.22 651.75 736 656.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 359.78 .035 432.22 .05 Page 8 MeadowsCreek_PROPOSED.rep Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 359.78 432.22 30 30 30 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7885 INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656.7 360.3 650.5 374.5 646.95 409.5 646.95 423.7 650.5 734 656.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 360.3 .035 423.7 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 360.3 423.7 50 50 49 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7840 INPUT Description: Geometry from Survey Section #2 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 656 337.58 650.5 352.5 646.77 387.5 646.77 402.42 650.5 730 657 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 337.58 .035 402.42 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 337.58 402.42 125 125 125 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7725 INPUT Description: Survey Section #2 Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 651.2 278.74 650.25 294.5 646.31 329.5 646.31 345.26 650.25 722 657 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 278.74 .035 345.26 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278.74 345.26 80 80 80 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7645 Page 9 MeadowsCreek_PROPOSED.rep INPUT Description: Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -49 650.9 242.46 650 258.5 645.99 293.5 645.99 309.54 650 717 656.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -49 .05 242.46 .035 309.54 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 242.46 309.54 45 45 46 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7600 INPUT Description: Meadows Creeek Plaza Field Survey Station Elevation Data num= 6 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -115 650 232.74 649.5 247.5 645.81 282.5 645.81 297.26 649.5 705 655.8 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -115 .05 232.74 .035 297.26 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 232.74 297.26 28 28 28 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7572 INPUT Description: Upstream Face Culvert at Lavaca Trail Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -100 650 4 648 103 646.8 203 645.9 261.5 646 298.4 646.3 334.85 645.62 338.95 645.62 343.15 645.62 357.8 646.7 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -100 .05 334.85 .035 343.15 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 334.85 343.15 24 24 24 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -100 298.4 646.3 F 357.8 450 646.7 F CULVERT RIVER: Meadow Creek REACH: Reach 1 RS: 7560 INPUT Description: Distance from Upstream XS = 2 Deck/Roadway Width = 20 Weir Coefficient = 2.6 Page 10 MeadowsCreek_PROPOSED.rep Upstream Deck/Roadway Coordinates num= 10 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -100 651 600 3.2 649 600 53.19 648.5 600 115.3 648 600 204.2 647.34 600 252 647.33 600 297.3 648 600 339.65 648.52 600 355.3 648.48 600 450 651 600 Upstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev -100 650 4 648 103 646.8 203 645.9 261.5 646 298.4 646.3 334.85 645.62 338.95 645.62 343.15 645.62 357.8 646.7 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val -100 .05 334.85 .035 343.15 .05 Bank Sta: Left Right Coeff Contr. Expan. 334.85 343.15 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent -100 298.4 646.3 F 357.8 450 646.7 F Downstream Deck/Roadway Coordinates num= 10 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord -100 651 600 3.2 649 600 53.19 648.5 600 115.3 648 600 204.2 647.34 600 252 647.33 600 297.3 648 600 339.65 648.52 600 355.3 648.48 600 450 651 600 Downstream Bridge Cross Section Data Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 648 94.8 647 155.1 646.5 252.3 646.4 328.7 646.9 334.85 645.5 338.95 645.5 343.15 645.5 344.7 647 352.5 647 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .06 328.7 .055 344.7 .06 Bank Sta: Left Right Coeff Contr. Expan. 328.7 344.7 .3 .5 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 647.33 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Culverts = 1 Culvert Name Shape Rise Span Culvert #1 Box 2 4.1 FHWA Chart # 58- Rectangular concrete FHWA Scale # 1 - Side tapered; Less favorable edges Solution Criteria = Highest U.S. EG Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef Exit Loss Coef 0 24 .015 .015 0 .5 1 Number of Barrels = 2 Upstream Elevation = 645.62 Centerline Stations Page 11 MeadowsCreek_PROPOSED.rep Sta. Sta. 336.9 341.1 Downstream Elevation = 645.5 Centerline Stations Sta. Sta. 336.9 341.1 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7548 INPUT Description: Downstream Face Culvert at Lavaca Trail Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 648 94.8 647 155.1 646.5 252.3 646.4 328.7 646.9 334.85 645.5 338.95 645.5 343.15 645.5 344.7 647 352.5 647 450 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .06 328.7 .055 344.7 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 328.7 344.7 43 48 54 .3 .5 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7500 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 647.5 154 646 241.8 646 278 647 295 646 363.4 646 442.3 648 495 650 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 278 .05 442.3 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 278 442.3 95 120 113 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 278 647 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7380 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 16 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646.3 25.8 646 55.3 645.9 204.7 646 226.2 645 257 644 277.4 639 286.4 639 308.4 644 325 645.6 371 644.9 420 645 432.1 646 455 648 519 649.4 548.2 648.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 226.2 .05 420 .06 Page 12 MeadowsCreek_PROPOSED.rep Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 226.2 420 170 120 100 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 257 308.4 644 T 0 204.7 646 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7260 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 9 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 646.1 5.2 646 100.2 645 236.3 644 341 644 439.2 644 461 646 485 648 550 648.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 100.2 .05 439.2 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 100.2 439.2 120 60 55 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7200 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 13 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 645.2 3.6 645 104.1 644 127 643.8 208.4 643.8 419.8 643.4 460 643 505 644 515 644.1 530 643.7 592 644 613 646 629 647.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 208.4 .05 505 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 208.4 505 60 75 85 .1 .3 Blocked Obstructions num= 1 Sta L Sta R Elev 350 420 647 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7125 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644.9 50 644.2 90 643.9 128 643.5 209.2 643.4 393.6 642.6 455 643 472 643.2 510 642.8 528 643 566.6 644 572.6 645 575.3 646 594.6 646.4 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 209.2 .05 472 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. Page 13 MeadowsCreek_PROPOSED.rep 209.2 472 62 75 70 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 7050 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 12 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 644.1 40 644.3 90 644.5 127 643.8 209.1 643.1 362 642 448.2 642 453.2 643 477 642.5 501.3 643 525.3 644 565.1 644.3 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 209.1 .05 453.2 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 209.1 453.2 60 75 90 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6975 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 10 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 643.4 44.4 642.9 95 643.5 138 643 210.7 642.2 324.5 641.5 394.8 642 471.5 642 508.4 643 517.7 645 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 210.7 .05 394.8 .05 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.7 394.8 185 175 150 .1 .3 Ineffective Flow num= 1 Sta L Sta R Elev Permanent 0 95 643.5 F CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6800 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 7 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.6 90 642 170.7 641 210.3 640.8 293 640.5 398.6 642 497.7 643.1 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 210.3 .05 398.6 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 210.3 398.6 150 138 180 .1 .3 CROSS SECTION RIVER: Meadow Creek Page 14 MeadowsCreek_PROPOSED.rep REACH: Reach 1 RS: 6662 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.6 56.7 642 119.9 641 207.8 640 275 639.6 322.2 640 417.2 642 492 642 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 207.8 .05 322.2 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 207.8 322.2 150 132 135 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6530 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 11 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 642.3 11.6 642 83 641 144.3 640.3 196.2 641 208 641.8 242.6 640 276.1 638.8 336.1 640 458.5 642 492 643 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 242.6 .05 336.1 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 242.6 336.1 68 62 76 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6468 INPUT Description: 2015 Topographic Survey & 2007 COG Contours Station Elevation Data num= 14 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 645.3 57.5 644 203.2 642 249 641 323.3 640 337.7 639.8 351.1 640 399 641.7 414.4 640 451.1 638.4 541.7 640 621.9 642 659 644 682.8 644.6 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .05 414.4 .05 541.7 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 414.4 541.7 160 80 180 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6388 INPUT Description: Emerald Park 88+88 (Channel Section D-D) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 640 1165 639 1168 637 1176 632.96 1190 632.96 1198 637 1201 639 1550 640 Page 15 MeadowsCreek_PROPOSED.rep Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .045 1165 .025 1201 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1165 1201 50 50 50 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6338 INPUT Description: Emerald Park 88+38 (Channel Section D-D) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 640 1165 639 1168 635.3 1176 631.3 1190 631.3 1198 635.3 1201 639 1550 640 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .045 1165 .025 1201 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1165 1201 58 58 58 .1 .3 CROSS SECTION RIVER: Meadow Creek REACH: Reach 1 RS: 6280 INPUT Description: Emerald Park 87+80 (This is a REPEATED Section) Station Elevation Data num= 8 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1000 638.7 1055 637.7 1070 633.29 1070 631.29 1100 631.29 1100 633.29 1115 637.7 1170 638.7 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 1000 .033 1070 .02 1100 .033 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 1070 1100 60 60 60 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 1000 1070 637.4 F 1100 1170 637.4 F SUMMARY OF MANNING'S N VALUES River:Meadow Creek Reach River Sta. n1 n2 n3 Reach 1 9167 .035 .015 .035 Reach 1 9122 .035 .015 .035 Reach 1 9013 .035 .015 .035 Reach 1 8948 .035 .015 .035 Reach 1 8852 .035 .015 .035 Reach 1 8743 .035 .015 .035 Reach 1 8666 .03 .015 .035 Reach 1 8602 .035 .015 .035 Reach 1 8509 .035 .015 .035 Reach 1 8418 .035 .015 .035 Page 16 MeadowsCreek_PROPOSED.rep Reach 1 8386 .035 .035 .035 Reach 1 8332 .035 .035 .035 Reach 1 8264 .05 .035 .05 Reach 1 8200 .05 .035 .05 Reach 1 8100 .05 .035 .05 Reach 1 7960 .05 .035 .05 Reach 1 7945 .05 .035 .05 Reach 1 7930 Culvert Reach 1 7915 .05 .035 .05 Reach 1 7885 .05 .035 .05 Reach 1 7840 .05 .035 .05 Reach 1 7725 .05 .035 .05 Reach 1 7645 .05 .035 .05 Reach 1 7600 .05 .035 .05 Reach 1 7572 .05 .035 .05 Reach 1 7560 Culvert Reach 1 7548 .06 .055 .06 Reach 1 7500 .05 .05 .06 Reach 1 7380 .05 .05 .06 Reach 1 7260 .05 .05 .06 Reach 1 7200 .05 .05 .05 Reach 1 7125 .05 .05 .05 Reach 1 7050 .05 .05 .05 Reach 1 6975 .05 .05 .05 Reach 1 6800 .05 .05 .06 Reach 1 6662 .05 .05 .06 Reach 1 6530 .05 .05 .06 Reach 1 6468 .05 .05 .06 Reach 1 6388 .045 .025 .045 Reach 1 6338 .045 .025 .045 Reach 1 6280 .033 .02 .033 SUMMARY OF REACH LENGTHS River: Meadow Creek Reach River Sta. Left Channel Right Reach 1 9167 45 45 45 Reach 1 9122 109 109 109 Reach 1 9013 65 65 65 Reach 1 8948 96 96 96 Reach 1 8852 109 109 109 Reach 1 8743 77 77 77 Reach 1 8666 64 64 64 Reach 1 8602 93 93 93 Reach 1 8509 91 91 91 Reach 1 8418 31.99 31.99 31.99 Reach 1 8386 51 54 58.98 Reach 1 8332 75 68 72 Reach 1 8264 61 64 68 Reach 1 8200 95 114 124 Reach 1 8100 134 134 134 Reach 1 7960 15 15 15 Reach 1 7945 30 30 30 Reach 1 7930 Culvert Reach 1 7915 30 30 30 Reach 1 7885 50 50 49 Reach 1 7840 125 125 125 Reach 1 7725 80 80 80 Reach 1 7645 45 45 46 Reach 1 7600 28 28 28 Reach 1 7572 24 24 24 Reach 1 7560 Culvert Reach 1 7548 43 48 54 Reach 1 7500 95 120 113 Reach 1 7380 170 120 100 Page 17 MeadowsCreek_PROPOSED.rep Reach 1 7260 120 60 55 Reach 1 7200 60 75 85 Reach 1 7125 62 75 70 Reach 1 7050 60 75 90 Reach 1 6975 185 175 150 Reach 1 6800 150 138 180 Reach 1 6662 150 132 135 Reach 1 6530 68 62 76 Reach 1 6468 160 80 180 Reach 1 6388 50 50 50 Reach 1 6338 58 58 58 Reach 1 6280 60 60 60 SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: Meadow Creek Reach River Sta. Contr. Expan. Reach 1 9167 .1 .3 Reach 1 9122 .1 .3 Reach 1 9013 .1 .3 Reach 1 8948 .1 .3 Reach 1 8852 .1 .3 Reach 1 8743 .1 .3 Reach 1 8666 .1 .3 Reach 1 8602 .1 .3 Reach 1 8509 .1 .3 Reach 1 8418 .1 .3 Reach 1 8386 .1 .3 Reach 1 8332 .1 .3 Reach 1 8264 .1 .3 Reach 1 8200 .1 .3 Reach 1 8100 .1 .3 Reach 1 7960 .3 .5 Reach 1 7945 .3 .5 Reach 1 7930 Culvert Reach 1 7915 .3 .5 Reach 1 7885 .3 .5 Reach 1 7840 .1 .3 Reach 1 7725 .1 .3 Reach 1 7645 .1 .3 Reach 1 7600 .3 .5 Reach 1 7572 .3 .5 Reach 1 7560 Culvert Reach 1 7548 .3 .5 Reach 1 7500 .1 .3 Reach 1 7380 .1 .3 Reach 1 7260 .1 .3 Reach 1 7200 .1 .3 Reach 1 7125 .1 .3 Reach 1 7050 .1 .3 Reach 1 6975 .1 .3 Reach 1 6800 .1 .3 Reach 1 6662 .1 .3 Reach 1 6530 .1 .3 Reach 1 6468 .1 .3 Reach 1 6388 .1 .3 Reach 1 6338 .1 .3 Reach 1 6280 .3 .5 Page 18 HEC-RAS Plan: Proposed Cond. River: Meadow Creek Reach: Reach 1 Profile: 100 yrReach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl(cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Reach 1 9167 100 yr 303.00 653.34 656.66 656.97 0.003205 4.43 69.48 41.02 0.56Reach 1 9122 100 yr 303.00 653.21 656.51 656.82 0.003318 4.48 68.96 42.75 0.57Reach 1 9013 100 yr 303.00 652.88 656.07 656.42 0.003973 4.77 64.16 39.05 0.62Reach 1 8948 100 yr 303.00 652.69 655.57 656.07 0.006758 5.70 53.13 33.40 0.79Reach 1 8852 100 yr 303.00 652.41 655.38 655.56 0.002960 3.43 88.27 56.77 0.49Reach 1 8743 100 yr 303.00 652.08 655.06 655.24 0.002916 3.41 88.79 56.94 0.48Reach 1 8666 100 yr 303.00 651.89 654.83 655.02 0.002928 3.51 86.24 56.09 0.50Reach 1 8602 100 yr 303.00 651.73 654.60 654.81 0.003503 3.67 82.56 54.85 0.53Reach 1 8509 100 yr 303.00 651.50 654.02 653.67 654.36 0.006546 4.71 64.36 48.22 0.72Reach 1 8418 100 yr 303.00 651.23 653.31 653.31 653.86 0.004380 5.93 51.06 47.91 1.01Reach 1 8386 100 yr 303.00 651.19 653.26 653.46 0.003806 3.52 86.03 53.84 0.49Reach 1 8332 100 yr 303.00 651.05 652.48 652.48 653.03 0.017692 5.98 50.65 46.25 1.01Reach 1 8264 South PL 100 yr 303.00 650.65 651.87 651.70 652.07 0.008369 3.63 91.85 162.90 0.67Reach 1 8200 100 yr 303.00 650.30 651.46 651.62 0.005550 3.29 92.10 86.62 0.56Reach 1 8100 100 yr 395.00 649.08 650.72 650.97 0.005755 4.03 97.96 69.65 0.60Reach 1 7960 100 yr 395.00 647.37 650.52 650.63 0.001155 2.63 150.16 60.23 0.29Reach 1 7945 100 yr 395.00 647.19 650.51 648.67 650.61 0.000952 2.46 160.58 61.60 0.27Reach 1 7930 CulvertReach 1 7915 100 yr 395.00 647.07 649.53 649.73 0.002822 3.58 110.45 54.70 0.44Reach 1 7885 100 yr 395.00 646.95 649.45 649.65 0.002657 3.50 112.75 55.04 0.43Reach 1 7840 100 yr 395.00 646.77 649.33 649.51 0.002448 3.41 115.94 55.50 0.42Reach 1 7725 100 yr 395.00 646.31 649.09 649.24 0.001818 3.08 128.40 57.27 0.36Reach 1 7645 100 yr 395.00 645.99 648.98 649.11 0.001397 2.81 140.61 58.95 0.32Reach 1 7600 100 yr 680.00 645.81 648.39 648.92 0.007050 5.81 117.08 55.66 0.71Reach 1 7572 100 yr 680.00 645.62 648.62 646.81 648.64 0.000324 1.59 816.22 440.00 0.16Reach 1 7560 CulvertReach 1 7548 100 yr 680.00 645.50 647.54 647.65 0.011890 4.06 270.96 326.22 0.55Reach 1 7500 100 yr 680.00 646.00 647.00 647.00 647.11 0.012497 2.80 253.90 351.53 0.56Reach 1 7380 100 yr 680.00 639.00 645.93 645.39 646.04 0.006467 2.75 254.86 270.77 0.43Reach 1 7260 100 yr 680.00 644.00 644.98 645.08 0.009962 2.53 270.74 347.51 0.50Reach 1 7200 100 yr 680.00 643.00 644.42 644.50 0.008094 2.42 316.71 464.69 0.46Reach 1 7125 100 yr 750.00 642.60 643.93 644.00 0.005690 2.20 373.39 477.91 0.39Reach 1 7050 100 yr 750.00 642.00 643.45 643.55 0.006522 2.55 310.79 344.11 0.43Reach 1 6975 100 yr 750.00 641.50 643.05 642.52 643.12 0.004608 2.32 359.91 399.70 0.37Reach 1 6800 100 yr 750.00 640.50 642.22 642.30 0.004831 2.38 349.84 362.34 0.38Reach 1 6662 100 yr 750.00 639.60 641.81 641.87 0.002008 2.12 445.13 339.95 0.26Reach 1 6530 100 yr 750.00 638.80 641.42 641.51 0.003504 2.81 363.56 356.54 0.35Reach 1 6468 100 yr 979.00 638.40 640.45 640.45 640.93 0.027584 5.72 189.39 223.08 0.90Reach 1 6388 100 yr 979.00 632.96 637.26 637.26 638.85 0.006869 10.12 96.74 30.78 1.01Reach 1 6338 100 yr 979.00 631.30 635.97 635.59 637.23 0.004855 9.04 108.32 31.08 0.85Reach 1 6280 100 yr 979.00 631.29 636.27 634.51 636.94 0.001081 6.55 149.40 50.27 0.52 0200400600800646648650652654656Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7548 Downstream Face Culvert at Lavaca TrailStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.06.055.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800646648650652654656658Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7500 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800638640642644646648650Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7380 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800644646648650652654656Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7260 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800644646648650652654Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7200 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.051 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7125 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.051 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 7050 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.051 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652654Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 6975 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundIneffBank Sta.05.05.051 in Horiz. = 100 ft 1 in Vert. = 2 ft 0200400600800642644646648650652Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: Existing RS = 6800 2015 Lavaca Villas Ct. Survey & 2007 COG ContoursStation (ft)Elevation (ft)LegendWS 100 yrGroundBank Sta.05.05.061 in Horiz. = 100 ft 1 in Vert. = 2 ft 6000650070007500800085009000635640645650655Meadows Creek at Ravenwood Plan: Proposed Conditions 4/25/2016 10:45:26 AMGeom: Proposed Conditions Flow: ExistingMain Channel Distance (ft)Elevation (ft)LegendWS 100 yrGround1 in Horiz. = 400 ft 1 in Vert. = 4 ft 20'20'632'306'-6 15/16"330'302'74'REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345Plot/Site Plan P-1REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25 Left Elevation Right Elevation Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25 Front Elevation Back Elevation Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 SB36B36B36B36SB36SB36B36B36B36SB36W3645W1845W3645W1845W6545W1845W3645W3645W1845W4345W5445W5499 200100 10070FX100100FX 10070FX100100FX 10070FX100100FX 10070FX100100FX 100100FX 200100 100100FX 200100 60100 10070FX 10070FX 10070FX 20010012068 20010020010060803001006060FX10070FX2680248051180 3080 3080 3080 3080 308016028FX30803080308030803080 UP R R R RRRR RRR R R RRRRRR R R R R RRRRRRRR R R R R R R R R R R R R RRRRRRRRRRRR2'-6 11/16"20'3'-0 1/4" 5'-7" 18'-4 11/16"16'-1 5/8"16'-2"17'-9 3/8" 3'10'4'6'3'-1 1/2"1'-3 1/2"6'1'-7"2'-5"10'2'-10"5 1/8"3/4"99'-7 1/8" 51'-1 7/8"99'-7 1/8"22'-2 7/16"10'-2 1/8"8'-7 13/16"4'-3 5/8"4'-11 1/16" 201'-0 1/16"12'-1 9/16"20'12'-5 1/16"30'-10 7/16"44'-6 5/8"75'-5 1/16"7'5'-4 5/16"5'-4 1/4"7'6'-2 1/2"23'-2"21'-4"75'-5 1/16"25'-5 3/16"9'-11 3/4"2"9'-10 1/4"1 3/4"5'-4 5/8"10'2"10'5'-4 3/16"10'2"10'2'-11 3/8" 37'-3 1/2"12'-11 9/16"99'-7 1/8"25'-6 15/16"25'-6 15/16" 201'-0 1/16"1'-6"1'-6"10'-10 3/16" 2'-11" 99'-3" X 74'-5" 6077 SQ FT 25'-0" X 30'-0" 10'-10" X 22'-10" 25'-2" X 30'-0" 50'-7" X 44'-0" 38'-2" X 56'-11" 6'-6" X 7'-7" 2'-11" X 7'-7" 12'-7" X 12'-11" LIVING AREA GARAGE LOUNGE SERVICE AREA STORAGEWASH BAY PREP KITCHEN The Reserve SideCar Lounge LOUNGE Main Lounge TOILETTOILETHCA -TOILETELEVATOR STORAGE REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25First Floor Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 DN W2436R W2436R W2436R 10050FX10050FX10050FX10050FX10050FX10050FX10050FX 8050FX8060FX8060FX8060FX10070FX 6080 10070FX 6080 308010060FX 80807680FX 7680FX 7680FX 7680FX 7680FX 7680FX 30806080 3080 3080 3080 51180 3080308060803181003480 308030803080308030803080 R R R R R R R R R R R R R R R R R R R R RRRRR R R R R R R R R R R R R R RR R R RR R R RR R R RR RRRRRRRRWP WP RRR11 5/16"1' 8'-6"4'21'-2" 44'-0 1/16"106'-8 15/16"29'-1 1/16"21'-2" 201'-0 1/16" 1'-2"6'18'-11 1/2"1'-3 9/16"6'1'-6 15/16"2'-5 1/16"10'2'-10" 26'-1 1/2"8'-10 1/2"14'-10 5/16"4 3/4"99'-7 1/8"25'-6 15/16"25'-6 15/16" 201'-0 1/16"15'-10 1/2"10 1/4"8'6 3/4"12'-10 15/16"8'2'-4 7/16"15'-11 3/16"8'2'-11 1/16"15'-10 1/2"9'-5"23'-3 3/8"26'-10 1/4"95'-7 3/8"20'-2 5/16"30'-10 7/16"44'-6 5/8"75'-5 1/16"20'-2 5/16"20'-6 1/8"11'-4"7'7' 18'4'4'4'18'18'18' 18' 12'-11" X 6'-9" 49'-9" X 19'-8" 25'-2" X 30'-0" 43'-6" X 44'-0" 25'-0" X 30'-0" 15'-3" X 32'-4" 25'-4" X 26'-0" 14'-11" X 12'-11" 11'-0" X 9'-1" 14'-0" X 14'-3" 25'-4" X 13'-4" 17'-5" X 11'-0" 18'-0" X 11'-0"14'-6" X 11'-0" 8'-6" X 63'-1" 4927 SQ FT 18'-0" X 11'-0" 6'-6" X 7'-7" 14'-11" X 5'-7" 18'-0" X 11'-0" 11'-0" X 9'-3" 18'-0" X 11'-0"18'-0" X 11'-0" LIVING AREA OPEN BELOW OPEN BELOW OPEN BELOW SMOKING LOUNGE PATIO stairs ATTICUS OFFICE GARAGE PORCH OPEN BELOW HALL PREMIUM OFFICE PREMIUM OFFICEPREMIUM OFFICE PREMIUM OFFICE PREMIUM OFFICE PREMIUM OFFICE OFFICE OFFICE CONFERENCE ROOM ELEVATOR PREMIUM OFFICE STORAGE OFFICE REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Second Floor Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345From Lounge/Garage looking at Bar From Bar looking to restrooms and the Side Car Reserve Lounge Front Side of Bar looking into Lounge From Bar looking through main Lounge REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345From Garage looking at BarCigar LoungeConference Room REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345Upstairs Bathroom Wash AreaUpstairs Main hall REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: SCALE: DATE: 6/16/25Drawings Prepared for:Side Car ClubDRAWINGS PROVIDED BY:Bryant General Construction LLC722 N Lucas Dr.Grapevine, TX 76051469-878-1345 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from PUD-R Planned Unit Development – Residential to RE Single Family Estate Residential on Lot 1, Block 1, of the McCrary Addition, located at 1516 McCain Lane, Case ZC25-018 Explanation Frisby Enterprises, the applicant, has submitted a request for rezoning on Lot 1, Block 1, McCrary Addition, being approximately 1.9 acres, and zoned PUD-R Planned Unit Development Residential. The request is to rezone the property to RE – Single Family Estate Residential to allow for an accessory dwelling on the property. Attachments 1. Aerial Map 2. Zoning Map 3. Zoning Exhibit 4. Survey 5. Statement of Planning Objectives 6804 1512 6505 6509 6513 6517 6516 6512 6508 6504 6500 6416 6412 6408 6404 64006401 6405 6409 6413 6417 6501 6505 6509 6513 6517 6401 6405 6409 6413 6417 6501 6600 1800 1802 1516 1799 1500 1504 1508 1690 1501 15161512 15081504 1500 1505 1509 1515 1517 1521 1608 1604 1600 1617 1501 1429 1425 14211417 1413140914051401 1699 1613 6600 6604 6608 6612 6616 6620 1609 1605 16011517151315091505 1401 1412140814041400 1405 1409 1413 1417 1421 1424 1420 1416 1403 14041400 1407 1411 1499 1417 1421 1420 141614121408 1404 1408 1700 6511 6509 6412 6500 6504 6508 6512 6516 1312 6420 6420 6420 6420 6420 6420 6420 6420 6420 6420 64006412 65086504 6416 6500 6515 6700 6630 1709 6407 6407 6413 6409 1801 1801 6800 1504 1500 6604 6602 6526 6516 6312 INDUSTRIAL BLVD TARRANT LNTENNIS O N P K W Y COLLEYVILLE BLVDARMSTRONGCTMILTONDRS A V O Y C T MCCAIN LN DOUGLAS AVE KINGSTON DRPONDEROSA LNK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-018 1516 McCain Ln Aerial Map 6804 1512 6505 6509 6513 6517 6516 6512 6508 6504 6500 6416 6412 6408 6404 64006401 6405 6409 6413 6417 6501 6505 6509 6513 6517 6401 6405 6409 6413 6417 6501 6600 1800 1802 1516 1799 1500 1504 1508 1690 1501 15161512 15081504 1500 1505 1509 1515 1517 1521 1608 1604 1600 1617 1501 1429 1425 14211417 1413140914051401 1699 1613 6600 6604 6608 6612 6616 6620 1609 1605 16011517151315091505 1401 1412140814041400 1405 1409 1413 1417 1421 1424 1420 1416 1403 14041400 1407 1411 1499 1417 1421 1420 141614121408 1404 1408 1700 6511 6509 6412 6500 6504 6508 6512 6516 1312 6420 6420 6420 6420 6420 6420 6420 6420 6420 6420 64006412 65086504 6416 6500 6515 6700 6630 17096407 6407 6413 6409 1801 1801 6800 1504 1500 6604 6602 6526 6516 6312 INDUSTRIAL BLVD TARRANT LNTENNIS O N P K W Y COLLEYVILLE BLVDARMSTRONGCTMILTONDRS A V O Y C T MCCAIN LN DOUGLAS AVE KINGSTON DRPONDEROSA LNML AG AG PUD-R CPO R-20 PUD-C PUD-C ML ML ML CC-1 PUD-C K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-018 1516 McCain Ln Zoning Map Frisby Enterprises LLC 6775 Florence Rd. Justin, TX 76247 Property Address: 1516 McCain Ln. We are writing this letter as an official request to rezone the property address listed above from PUD-R to RE-Single-Family Estate. The reason for this request is twofold: 1) With two acres of beautiful wooded land, our client wants to create an architecturally appealing guest house which will add to the beauty of the property and save trees – as opposed to adding a fourth bedroom on to the main house. This keeps the footprint of the main new house smaller by using the footprint of the old house to build on. Doing this will allow our client to keep the big, old oak trees - moving the guest quarters away from the main house toward the back of the property saves several big trees. The profile of this separate guest quarters will match the main house and add to the beauty of the property. 2) Also, our client’s son is a professional athlete who must travel regularly for extended periods of time which are constantly subject to change. To best accommodate their son’s living needs and unpredictable schedule, our client would like to be able to have an accessory dwelling for the times throughout the year when his son’s schedule permits him to live locally. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from AG Agricultural to PUD-C Planned Unit Development – Commercial on Tract 1A01, Abstract 798, Joseph H Harrell Survey, located at 1212 W Murphy Road, Case ZC25-019 Explanation Saima Dost, the applicant, has submitted a request for rezoning on Tract 1A01, Abstract 798, Joseph H Harrell Survey, being approximately 0.9 acres, and zoned AG - Agricultural. The request is to rezone the property to PUD-C - Planned Unit Development Commercial to allow for a red light therapy business. Attachments 1. Aerial Map 2. Zoning Map 3. Site Plan 4. Floor Plan 5. Zoning Exhibit 6712 6800 6804 6808 68121211 8508 8504 8500 8412 6708 6712 6800 6804 6808 68126811 6809 6803 6801 6711 6707 6707 6708 6805 1017 1017 1013 6709 6713 6801 900 1010 6812 1009 6808 6804 1008 7000 1109 1105 1101 1041 1037 1033 100810121016 1012 11001104 6908 6904 6900 101611001104 1108 7012 7008 7004 7013 7009 7005 7001 1036 7000 7004 7008 7012 7013 7009 7005 7001 1105 1101 1100 1013 1009 69046905 7017 6901 7021 7025 7029 7033 7101 7105 7109 7113 7117 6909 1100 6913 6901 7020 7016 7012 7008 6917 7004 7000 6921 7001 7005 7009 7013 6904 7016 7020 7024 70287021 7017 7013 7009 7005 7001 6908 6900 6912 6916 6920 7000 7004 7008 7012 8600 909 912 908 1212 MURPHY RD REMBRANDT BRAHMS RHETT DR GUTHRIE CT BENJAMINWAYRENOIRC R E S T L Y N CV AVERY LNPRECINCT LINE RDMONETBACH CURTIS RDHERBERT RDK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-019 1212 W Murphy Rd Aerial Map MURPHY RD REMBRANDT CHALET CT BRAHMS RHETT DR G U T H R I E CT BENJAMINWAYRENOIRCHATEAU CT STRAUSS C R E S T L Y N C V AVERY LNPRECINCT LINE RDMONETBAC H CURTIS RDHERBERT RDPUD-R PUD-R CN R-20 AG PUD-R K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-019 1212 W Murphy Rd Zoning Map V I C I N I T Y M A P SITE PLAN N S EW NW SW SENE 0 25 50 100 Graphic scale centerline centerlinecenterlinecenterlineEXISTINGHOUSE155'149'267' 6' 43' 5'9'5'10'13'24'30'62'10' 10'22'16'8'8'16'3'14'29'105'20'60'93' 95' 155' 122' 83' EXISTING SHED Zall lineIire laneIencepath IenceIenceIence EXISTING SHED coYered area Ience18'9' 24' 24'18'9' proposed dumpster enclosure 26'18'proposed masonr\ Zall 10'145'22'10'proposed masonr\ Zall (*7ft high) (*8ft tall) parNing OaN Tree path IloZer Eed crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle crape m\rtle Eushes Eushes19'driYeZa\ todumpsterdriYeZa\driYeZa\ todumpsterIloZer Eed IloZer\ Eushes IloZer\ Eushes IloZer\ Eushes proposed house design IloZer\ Eushes 257' crape m\rtle sideZalNsideZalN 5'5' 5' ramp path 24'24' 7'-6"6'-0"3'-8 1/2"20'-6"11'-9"11'-8"6'-8"5'-7"5'-7"5'-2"25'-7"11'-8"BATHROOMHVAC FURNACECLOSETBATHROOMRESTROOMSHOWERSHOWERWASHERDRYERRACKSON WALLFOR STORAGE 7'-6"9'-4"55'-3 1/2"38'-7"31'-0 1/2"23'-10"9'-0"5'-7"5'-4"6'-4 1/2"8'-6 1/2" 5'-0"7'-7"5'-7 1/2"7'-2 1/2"4'-1"BACK DOORFRONT DOORFLOOR PLANAddress: 1212 W Murphy RdColleyville, TEXAS 76034Parcel ID: A 798-1A01Lot area: 0.99 Acres / 2,056 Sq. Ft.Plot Size: 24"x36"FLOOR PLAN3/8" = 1'-0" City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit for a Veterinarian Clinic to operate on Lot 1R1, Block 1, Town Center Colleyville, located at 5615 Colleyville Boulevard, Suite 120, Case ZC25-020 Explanation Jason Sanderson, the applicant, has submitted a request for a Special Use Permit for a Veterinarian Clinic on Lot 1R1, Block 1, Town Center Colleyville, being approximately 0.1 acres, and zoned CC-2 – Shopping Center Commercial. Attachments 1. Aerial Map 2. Zoning Map 3. Statement of Planning Objectives 4. Floor Plan RIVERWALKDRCOLLEYVILLE BLVDCH U R C H S T HALL JOHNSON RD BOGART DR HIDDEN OAKS DRBLUEBONNET DRROYAL LN KINGSWOOD LN K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-020 5615 Colleyville Blvd Aerial Map RIVERWALKDRCOLLEYVILLE BLVDCH U R C H S T HALL JOHNSON RD BOGART DR HIDDEN OAKS DRBLUEBONNET DRROYAL LN KINGSWOOD LN R-20 CN AG CC-1 AG CC-1 CC-1 PUD-C CN R-20 CC-1 CC-2 CC-2 ML AG AG PUD-C PUD-C K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC25-020 5615 Colleyville Blvd Zoning Map This veterinary clinic is being developed to provide comprehensive medical care for companion animals, including dogs, cats, and other small mammals. Our services will encompass wellness and preventaƟve care, denƟstry, advanced diagnosƟcs, and surgical procedures to support the health and well-being of pets throughout all stages of life. The facility is intended to operate as a neighborhood-focused healthcare provider, delivering high-quality, efficient, and accessible veterinary services tailored to meet the needs of the growing local community. The design and operaƟonal plan for the clinic are modeled aŌer modern outpaƟent healthcare faciliƟes, with a focus on safety, efficiency, and a posiƟve client experience. The facility will include exam rooms, surgical suites, treatment areas, and diagnosƟc capabiliƟes such as in-house laboratory equipment, digital radiography, and ultrasound, allowing for Ɵmely and accurate medical assessments and treatment. Our approach is centered on providing a high standard of care through a combinaƟon of medical experƟse, advanced technology, and client-centered service. Veterinary services will be provided by appointment for both wellness and medical needs, with availability designed to accommodate the scheduling preferences of the community. OperaƟons will occur during standard retail hours and will not include overnight boarding. The facility will be professionally managed and maintained in alignment with industry best pracƟces for veterinary healthcare, with an emphasis on responsible operaƟons, paƟent safety, and community integraƟon. The proposed development reflects a long-term commitment to serving the healthcare needs of pets within the community by enhancing access to high-quality veterinary medical care. Our goal is to establish a modern, well-operated facility that contributes posiƟvely to the neighborhood and provides a reliable, compassionate resource for local pet owners. Please see the preliminary floor plan aƩached for further detail regarding the proposed clinic layout. 12 FT CAGES10 FT CAGES3' x 5' RUN3' x 5' RUN3' x 5' RUN3' x 5' RUN3' x 5' RUN44" 44"REFFREEZERSCALEFLOOR PLAN LEGENDEXISTING WALLSNEW CONSTRUCTIONNIC (NOT IN CONTRACT)REFER TO G-100 FOR INTERIOR PARTITION TYPESGENERAL NOTES - FLOOR PLAN1. ALL DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE. REFER TO WALL TYPES FOR ACTUAL WIDTH OF WALL SHOWN, U.N.O.2. ALL WALLS ARE TYPE 'A' U.N.O.4'-10"7'-6"7'-6"7'-6"7'-6"4'-0"5'-0"7'-6"9'-0"10'-0"10'-0"11'-6"7'-0"RECEPTIONWAITINGEXAM 1 - COMFORTRESTROOMEXAM 2EXAM 3EXAM 4EXAM 5EXAM 6EXAM 7EXAM 8CLOSETPHARMACYH.M. OFFICE15'-0"7'-0"X-RAYTREATMENTICU CAGESLABDENTALCAT WARDSURGERY PREPDVM OFFICESURGERY 1SURGERY 2INDOOR RELIEF YARDWARDISOBREAK / UTILITY11'-6"19'-2 3/4"11'-0"7'-6"7'-6"7'-6"10'-0"3'-1 3/4"5'-0"EXISTING RESTROOM9'-9 3/4"8'-0"15'-0"11'-11"8'-0"7'-0"6'-5 1/2"7'-4 1/2"28'-6 1/2"37'-1 1/2"4,375sf43'-1 1/2" OVERALL103'-1 1/4"8'-7 1/4"49'-8 1/4"10'-0"78'-4 3/4"EXISTING TENANT SPACECOPYRIGHT RWE PLANNING & DESIGN INC. 2024PROJECT #:ARCHITECTURE PLANNING DESIGN1303 OGDEN AVE., DOWNERS GROVE, IL 605157/11/2025 9:54:28 AMNA-01FLOOR PLANVET PARTNERS -INTERIOR FIT-OUT5615 COLLEYVILLE BLVD. SUITE 120COLLEYVILLE, TX 7603425.1053/16" = 1'-0"1PRELIMINARY FLOOR PLANREV. DESCRIPTION DATEPRELIMINARY 07/10/2025SCALE: NOT-TO-SCALE2LOCATION MAP City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number - Agenda Date 7/28/2025 Type Presentation and Discussion Department Community Development Title Consideration of code amendments to the Land Development Code, Chapter 7, Sign Regulations, Case GC25-004 Explanation The City Council has directed staff to prepare a change to the Land Development Code Chapter 7, Sign Regulations, which would add Section 7-235, Commercial Wall Murals and Public Art Murals. Changes would also include code amendments to Section 7-135, Section 7-140, Section 7-150, Section 7-165, Section 7-175, Section 7-190, Section 7- 200, Section 7-205, and Section 7-225. Attachments 1. DRC Memo - GC25-004 1st Submittal CITY OF COLLEYVILLE DEVELOPMENT REVIEW COMMITTEE DATE: July 14, 2025 CASE NO. GC25-004 PURPOSE: The City Council has directed staff to prepare a change to the Land Development Code Chapter 7, Sign Regulations, which would add Section 7-235, Commercial Wall Murals and Public Art Murals. Changes would also include an amendment to Section 7-190, Temporary Business Signs, which would include the creation of a permit for commercial real estate ground signs and regulations for their placement and size. DRC DATE: Tuesday, July 21, 2025 @ 2:00 p.m. The City of Colleyville has received the attached items for review. Please review these items for compliance with codes and ordinances pertinent to your areas of operation. In order to keep this item on schedule, please return your comments by Wednesday, July 22, 2025 @ 12:00 p.m. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 1 Rev. 02/05/2019 The purpose of this Chapter is to establish a comprehensive and balanced system of street graphics to facilitate an easy and pleasant communication between people and their environment and to avoid the visual clutter that is potentially harmful to traffic and pedestrian safety, property values, business opportunities, and community appearance. It is the intent of this Chapter to establish standards which regulate the design, construction, location, height, size and maintenance of signs and sign structures by authorizing the use of street graphics which are: A. Compatible with their surroundings; B. Appropriate to the activity that displays them; C. Expressive of the identity of individual activities and the community as a whole; D. Consistent within the corridors of the city; E. Legible in the circumstances in which they are seen; and F. Protective of property values. The regulations contained in this Chapter have been adopted under the authority of the following: A. Chapter 51 – General Powers of Municipalities of the Texas Local Government Code, which authorize a municipality to adopt ordinances, rules, or police regulation that is for the good government, peace, or for the trade and commerce of the municipality. B. The Home Rule Charter of the City of Colleyville, which authorize the City Council to exercise all powers granted to municipalities by the Constitution or the laws of the State of Texas. Any person seeking approval of a sign or sign structure inconsistent with this Chapter, may request a variance from, or appeal a decision of an administrative official to the Sign Board of Appeals using the procedures described in Chapter 1 – General Provisions of this Land Development Code. The definitions for this Chapter are found in Chapter 2 – Definitions of this Land Development Code. The permittee, owner, agent, person or persons having the beneficial use of the property, the owner of the land or structure on which the sign is located, and the person in charge of erecting the sign are all subject to Chapter 7 Sign Regulations Section 7-100 Purpose of This Chapter Section 7-105 Authorization for Adoption of This Chapter Section 7-110 Variances and Appeals Section 7-115 Definitions Section 7-120 Responsibility for Compliance Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 2 the provisions of this Chapter. Any person, firm or corporation violating any provision of this Chapter shall be guilty of a misdemeanor and shall be subject to the penalty provision contained in Chapter 1-General Provisions of this Land Development Code. The following general conditions shall be applicable to all signs, except where a provision contained elsewhere in this Chapter specifies a different requirement. A. Compliance Required – No person, firm or corporation shall erect a new sign, or alter an existing sign, or sign structure, unless said sign conforms to the provisions of this Chapter. B. Sign Area – No sign shall exceed the maximum area provided for in this Chapter. The sign area permitted in this Chapter shall apply to the maximum size of a single sign face, except where a provision allows an alternate method for calculating sign area. When the two faces of a sign are separated by an angle of twenty (20) degrees or more, the maximum sign area shall be the total of all non-parallel sign faces. C. On-Premises Requirement – All signs shall be located on the same premises where the product or merchandise being advertised is located, except where a specific provision in this Chapter provides for off-premises advertising. D. Maximum Height – No sign shall exceed the maximum height provided for in this Chapter. In determining the maximum height of a sign, no sign shall be located on a mound where the surrounding grade has been altered by more than eighteen (18”) inches for purposes of artificially increasing the overall height of a sign above that allowed by the height regulations in this Chapter. E. Wind Pressure and Dead Load Requirements – All permanent signs shall be designed and constructed to withstand a wind pressure of not less than 35 pounds per square foot of area. F. Sign Contractor Registration – It shall be unlawful for any person, firm or corporation to engage in the business of erecting permanent signs in the city unless such person, firm or corporation is the holder of a valid registration with the City to perform such work. In extending the rights and privileges of such registration, the City of Colleyville makes no statement of the technical competency of those registered, and no manner of license is proffered. G. Engineering Requirements and Construction Standards – The construction of all signs shall comply with the structural requirements of the City of Colleyville Building Code. Where required by the administrative official, the construction plans shall be signed and sealed by a professional engineer registered in the State of Texas. Any electrical installations shall comply with the City of Colleyville Electrical Code. No unfinished metal shall be allowed on the exterior surface of a sign or sign support. H. Signs in Right-of -Way Prohibited – No sign shall be erected in, extend into or over, a public right-of-way, except where a provision in this Chapter allows such location, or with the approval by the City Council of a Right-of-Way Encroachment Agreement. I. Interference with Safety Provisions – No sign shall be erected in such a manner that any portion of its surface or supports will interfere with the free ingress or egress of any fire escape, exit, standpipe, or window, or obstruct any required ventilator or door stairway. J. Illumination – Illumination of a sign shall only be allowed where a provision contained in this Chapter allows illumination for a specific sign classification or construction type. No sign located in a residential Section 7-125 Violations and Penalties Section 7-130 General Conditions Applicable to All Signs Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 3 zoning district shall be illuminated, except where illumination is provided by a provision in this Chapter. Such sign illumination shall not produce glare or direct illumination across the property lines of the premises. For electronic message signs, the maximum brightness shall not exceed 7,000 nits or its equivalent when measured from the sign’s face at its maximum brightness during daylight hours and shall not exceed 1,000 nits or its equivalent when measured from the sign’s face at its maximum brightness at night. K. Loss of Required Parking – No sign shall be constructed within the limits of a parking area that results in a reduction in the number of required parking spaces. L. Signs in Planned Unit Developments and property with a Special Use Permit – All signs shall comply with the regulations in this Chapter, unless an ordinance for a Planned Unit Development (PUD) or a Special Use Permit (SUP) contains a provision that authorizes a variation from the regulations in this Chapter. A. Permit Required – It shall be unlawful for any person to erect a new sign, relocate, enlarge or replace an existing sign, or sign face, regulated by this Chapter without first obtaining a permit from the Building Permit Office, except where an exemption is provided for in this Chapter. No permit shall be issued unless the proposed sign complies with the requirements of this Chapter. B. Permit Fee – Where a permit is required by this Chapter, no application for a sign permit shall be approved which is not accompanied by a permit fee in accordance with the applicable fee schedule. Said fee schedule shall be established by separate ordinance by the City Council. The administrative official shall not issue a sign permit to any person who has previously failed or refused to pay any fees or costs assessed against him under the provisions of this Chapter until such fees are paid. C. Application for Sign Permit – Application for a sign permit shall be made in writing upon forms furnished by the administrative official. Such application shall contain sufficient information as determined by the administrative official, including plans of the proposed sign, whereby the administrative official may determine that the proposed sign is in conformance with the requirements of this Chapter. D. Permit Expiration – No sign permit shall be valid for more than 180 days from the date of issuance of the permit, except where a specific time period is provided elsewhere in this Chapter. E. Temporary Sign Permit – Where required by this Chapter, a sign permit for a temporary sign shall be valid only for the period specified by the administrative official. A temporary sign which has not been removed on or before the last day authorized by the sign permit shall be deemed a violation of this Chapter. F. Permit Revocable – The administrative official may suspend or revoke any sign permit issued in error or on the basis of incorrect or false information supplied, or whenever such permit was issued in violation of any provision of this Chapter. Any sign constructed that is the subject of a revoked permit shall be removed by the person in control of the sign or premises upon which the sign is located within ten (10) days of written notice of revocation. Notice of revocation shall be deemed to have been received when deposited in the mail, addressed to the owner of the premises, the owner of the sign, and/or the tenant for whose benefit the sign is erected as listed on the permit application. G. Inspections – All signs shall be subject to inspection by the administrative official. The building official administrative official shall establish inspection procedures and provide copies of such procedures upon request. H. Investigation Fees – Whenever any work for which a permit is required by this Chapter has been commenced without first obtaining said permit, a special investigation shall be made before a permit may be issued for such work. An investigation fee, in addition to the permit fee, shall be collected, whether or not a permit is then or subsequently issued. The investigation fee shall be equal to the amount of the permit fee. Section 7-135 Permits, Fees and Inspections Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 4 The following signs or forms of advertising shall be exempt from the regulations contained in this Chapter: A. Any sign erected by or under the authority of the City of Colleyville on property owned by the City of Colleyville. B. Street identification signs, public notices, and warning signs installed by any City, County, State or Federal agency. C. Residential nameplates or subdivision identification plaques attached to a perimeter screening wall not exceeding two (2) square feet in area. D. Historical markers placed by a city, county, state or national historical preservation organization. E. Official vehicle inspection station signs, holiday lights and decorations, or works of art. F. Signs located on-premises or inside a building and which are not displayed so as to be legible from a public street, including, but not limited to, such signs as credit card decals, hours of operation signs, emergency contact information, barber poles, etc. G. On-site traffic control signs on commercial properties, such as Stop, Yield, and similar traffic control signs containing no commercial message. H. “No Parking” or “Towing” signs authorized by City Ordinance. I. “No Dumping Allowed” signs posted to deter illegal dumping. J. Underground utility warning signs not exceeding one (1) square foot in size and similar safety signs. K. Signs on railway property, which references the operation of such railway. L. Security Warning, Neighborhood Watch or Crime Watch signs under two (2) square feet. M. Flags, emblems and insignia of any governmental body. N. Corporate flags displayed on a freestanding pole, which do not exceed 35 feet in height. The flag shall not exceed 32 square feet in area. The flagpole shall be setback a minimum of 20 feet from the front property line and 8 feet from the side property line. O. Drive-through menu boards not located in front of the building. P. Scoreboards, including the identification of donors. Q. Curbside pick-up, reserved parking, and to go signage to be placed in private parking lot as approved by administrative official after review of written request by property owner. A. Permits – A permit shall be required prior to construction of any permanent freestanding sign, except where an exemption is provided for in these regulations. A permit shall not be required for the sole purpose of removal and replacement of an interchangeable panel for a sign structure designed for such purpose. B. Certificate of Occupancy Required – No permit for a permanent freestanding sign shall be approved, except where a business exists with a valid Certificate of Occupancy or where a Certificate of Occupancy has been submitted for the premises on which the sign is to be located. Section 7-140 Signs Exempt From These Regulations Section 7-145 Permanent Freestanding Signs – General Conditions Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 5 C. Construction Standards – The construction of all permanent freestanding signs shall comply with the structural requirements of the Colleyville building code. No permanent wood signs shall be allowed. D. Illumination – A permanent freestanding sign may be illuminated. All electrical facilities shall require separate electrical permits and shall be installed in accordance with the City of Colleyville electrical code. Lighting shall be installed so as to avoid any glare or reflection onto adjacent property or create a traffic hazard on a public street. For electronic message signs, the maximum brightness shall not exceed 7,000 nits or its equivalent when measured from the sign’s face at its maximum brightness during daylight hours and shall not exceed 1,000 nits or its equivalent when measured from the sign’s face at its maximum brightness at night. When determined necessary by the administrative official, illuminated signs shall be shielded to minimize glare on residentially zoned property. E. Pedestrian Clearance – No permanent freestanding sign may project over a pedestrian walkway, unless there is a minimum of eight (8’) feet of clearance provided from the bottom of the sign to the grade below the sign. F. Public Right-of -Way – No permanent freestanding sign shall project over or into a public right-of-way, except where a provision in this Chapter provides for a sign within a right-of-way or with the approval by the City Council of a Right-of-Way Encroachment and Joint Use Agreement. A sign may encroach over or into a public access easement that is located on private property provided a minimum of eight (8’) feet of clearance is provided over a walkway and a minimum of fourteen (14’) feet of clearance is provided over a driving area. G. Street Intersection Visibility Triangles – No sign shall be located or placed where it obstructs the vision of motor vehicle drivers approaching any street intersection. At all street intersections, clear vision shall be maintained across the lot for a distance of twenty-five (25’) feet back from the property corner along both streets. Within this triangle, vision shall be clear at elevations between thirty inches (30”) and nine feet (9’) above the average curb grade. H. Attachments to Freestanding Sign – No guys, braces, attachments, banners, flags, balloons, or other similar devices shall be attached to any permanent freestanding sign. No permanent freestanding sign shall be constructed or displayed unless said sign is in conformance with the sign classifications and standards contained in this Section. A. General Business Signs – The purpose of a general business sign is to identify the name of a business, profession, service, product or activity conducted, sold or offered on the premises where the sign is located. A general business sign may provide advertising for a single or multi-tenant occupancy. All general business signs shall be subject to the following additional regulations: 1. Construction Design: All general business signs shall be designed and constructed as a monument sign as defined in this Land Development Code. 2. Districts Permitted: A general business sign shall be allowed only in zoning districts in accordance with Table 7-1. 3. Maximum Number: One general business sign shall be allowed for each 250 feet of street frontage, or portion thereof, for each lot. Where a building encompasses more than one lot, each lot shall qualify for a general business sign. If the site is a corner lot, each frontage shall be allowed additional signs using the same formula described in this paragraph. The sign(s) shall be located adjacent to and within the qualifying street frontage. Additional signs are not permitted by adding different street frontages to total more than 250 feet. Section 7-150 Permanent Freestanding Signs – Sign Classifications & Regulations Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 6 4. Specifications: The maximum area, height, spacing and setbacks of a general business sign shall conform to the specifications contained in Table 7-2, except where provided as follows: a. Maximum Area: Sixty and one-half square feet (60.5 s.f.), overall structure size. b. Base and Column Requirements: At a minimum, a general business sign shall be constructed to include a base and columns as described below. Said base and columns shall be included in the calculation for determining the overall structure size for compliance with these regulations. i. Base: A general business sign shall be constructed with a base that extends the entire length of the face of the sign structure. Said base shall be a minimum of eighteen inches (18”) in height and shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. ii. Columns: A general business sign shall be constructed with columns constructed on each end of the face of the sign structure. Said columns shall be a minimum of eighteen inches (18”) in width as viewed from the front and side elevations and shall extend the entire height of the face of the sign structure. Said columns shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. iii. Sign Face Offset Requirement: The vertical plane of the advertising image area shall be internally offset (recessed) a minimum of two inches (2”) from the vertical plane of the base and columns required above. c. Maximum Height: Five and one-half feet (5 ½’). d. Minimum Setback: Eight feet (8’) from an abutting street right-of-way and, if applicable, a minimum of twelve feet (12’) from the edge of pavement. Thirty feet (30’) from any side or rear property line adjacent to another property. e. Minimum Thickness: The advertising image area of a general business sign shall not be less than four and one-half inches (4-½”) between vertical face planes. 5. Changeable Reader Board and Electronic Message Signs: A general business sign may include a changeable reader board or electronic message area, provided the combined gross surface area does not exceed the maximum allowable message area and provided that no more than fifty (50%) percent of the maximum allowable message area may be used as a changeable reader board or electronic message area. A permit is not required to change the message on a changeable reader board or electronic message sign. Except for scrolling reader boards, all electronic message areas shall be allowed to change messages at a minimum of every thirty (30) seconds except for schools shall be allowed to change messages at a minimum of every fifteen (15) seconds. 6. Spacing: Where a lot qualifies for an additional general business sign, a general business sign shall be a minimum of one hundred (100’) feet from another general business sign situated on the same lot. 7. Two Frontage Lots: A lot that abuts two (2) or more street frontages shall be allowed a general business sign for each street frontage, provided minimum spacing requirements are in compliance. B. Institutional Signs – These regulations provide for on-premises and off-premises institutional signs to assist the public with the location of these types of uses. 1. On-Premises Institutional Sign: The purpose of an on-premises institutional sign is to identify schools, churches, hospitals or similar public or quasi-public institutions. One on-premises institutional sign per street frontage shall be allowed on the premises where the institution is located and Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 7 in accordance with Table 7-1. All on-premises institutional signs shall be constructed as a monument sign as defined in this Land Development Code. The maximum area, height, spacing, and setbacks of an on-premises institutional sign shall conform to the specifications contained in Table 7-2. a. Maximum Area: Sixty and one-half square feet (60.5 s.f.), overall structure size. b. Base and Column Requirements: At a minimum, a general business sign shall be constructed to include a base and columns as described below. Said base and columns shall be included in the calculation for determining the overall structure size for compliance with these regulations. i. Base: A general business sign shall be constructed with a base that extends the entire length of the face of the sign structure. Said base shall be a minimum of eighteen inches (18”) in height and shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. ii. Columns: A general business sign shall be constructed with columns constructed on each end of the face of the sign structure. Said columns shall be a minimum of eighteen inches (18”) in width as viewed from the front and side elevations and shall extend the entire height of the face of the sign structure. Said columns shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. iii. Sign Face Offset Requirement: The vertical plane of the advertising image area shall be internally offset (recessed) a minimum of two inches (2”) from the vertical plane of the base and columns required above. c. Minimum Setback: Eight feet (8’) from an abutting street right-of-way and, if applicable, a minimum of twelve feet (12’) from the edge of pavement. Thirty feet (30’) from any side or rear property line adjacent to another property. d. Minimum Thickness: No on-premises institutional sign shall be less than four and one-half inches (4- ½”) between vertical face planes. e. Changeable Reader Board and Electric Message Signs: An on-premises institutional sign may include a changeable reader board electronic message area, provided the combined gross surface area does not exceed the maximum allowable sign area and provided that no more than fifty (50%) percent of the maximum allowable sign area may be used as a changeable reader board or electronic message area. A permit is not required to change the message on a changeable reader board or electronic message sign. Except for scrolling reader boards, all electronic message areas shall be allowed to change messages at a minimum of every thirty (30) seconds except for schools shall be allowed to change messages at a minimum of every fifteen (15) seconds. C. Multi-family Signs – The purpose of a multi-family sign is to identify the name of a multi-family residential development. All multi-family signs shall be constructed as a monument sign as defined in this Land Development Code and be constructed using the same standards as a General Business Sign, except for maximum area and height, which are established in this paragraph. One multi-family sign per street frontage shall be allowed in zoning districts in accordance with Table 7-1. The maximum area, height, spacing, setbacks of a multi-family sign shall conform to the specifications contained in Table 7-2 and the following additional requirements. 1. Maximum Area: Forty-four square feet (44 s.f.), overall structure size. 2. Base and Column Requirements: At a minimum, a general business sign shall be constructed to include a base and columns as described below. Said base and columns shall be included in the calculation for determining the overall structure size for compliance with these regulations. i. Base: A general business sign shall be constructed with a base that extends the entire length REDO Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 8 of the face of the sign structure. Said base shall be a minimum of eighteen inches (18”) in height and shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. ii. Columns: A general business sign shall be constructed with columns constructed on each end of the face of the sign structure. Said columns shall be a minimum of eighteen inches (18”) in width as viewed from the front and side elevations and shall extend the entire height of the face of the sign structure. Said columns shall be constructed of brick, stone, or of a material similar to that of the primary building on the lot. iii. Sign Face Offset Requirement: The vertical plane of the advertising image area shall be internally offset (recessed) a minimum of two inches (2”) from the vertical plane of the base and columns required above. 3. Minimum Setback: Eight feet (8’) from an abutting street right-of-way and, if applicable, a minimum of twelve feet (12’) from the edge of pavement. Thirty feet (30’) from any side or rear property line adjacent to another property. 4. Minimum Thickness: No multi-family sign shall be less than four and one-half inches (4-½) between vertical face planes. D. Subdivision Monument Signs – The regulations for subdivision monument signs are intended to allow residential developments to have large grand-entrance structures at the main entrances to a subdivision. All subdivision monument sign structures shall be constructed to avoid the creation of a sight visibility obstruction for vehicular traffic entering and exiting the subdivision. No more than two subdivision monument signs shall be allowed per subdivision entrance. No subdivision monument sign structure shall exceed six and one-half (6.5’) feet in height and the message area shall not exceed forty-five (45) square feet. Subdivision monument signs shall be allowed in accordance with Table 7-1. Subdivision monument signs shall not be located within a public right-of- way, except with the approval by the City Council of a Right-of-Way Joint Use Agreement. The maximum area, height, spacing and setbacks of a subdivision monument sign shall conform to the specifications contained in Table 7-2. E. Traffic Directional Signs – The purpose of a traffic directional sign is to guide vehicular traffic into or out of an institutional use or commercial business by identifying a public entrance and exit for vehicular traffic. No more than two traffic directional signs per entrance or exit shall be allowed in accordance with Table 7-1, provided additional traffic directional signs shall be allowed when located behind the building set-back line. The maximum area and height of a traffic directional sign shall conform to the specifications contained in Table 7-2. No permit shall be required for a traffic directional sign, provided all such signs shall comply with the regulations contained in this section. F. Directory Signs – The purpose of a directory sign is to provide a listing of the occupants within a major multi-tenant shopping center and direct to the buildings in the development. All directory signs shall be constructed as a monument sign as defined in this Land Development Code. Directory signs shall be allowed in accordance with Table 7-1 and only for retail shopping centers that contain more than four (4) tenants and contain a minimum of 250,000 square feet of gross floor area. One (1) directory sign shall be permitted per street entrance with no more than 4 such signs permitted total per retail shopping center. The maximum area, height, spacing, and setbacks of a directory sign shall conform to the specifications contained in Table 7-2. Section 7-155 Special Purpose Sign Districts & Regulations Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 9 The following special purpose sign districts are hereby created to provide additional signage provisions that due to special circumstances are not applicable to all locations within the city. A. Freeway Overlay Zone – The area situated within 250 feet from the right-of-way line of State Highway 121 shall be defined as the Freeway Overlay Zone for the purpose of this sign regulation. 1. Freeway Pole Signs: The purpose of a freeway pole sign is to identify the name of a business, profession, service, product or activity conducted, sold or offered on the premises where the sign is located for businesses located adjacent to State Highway 121. Freeway pole signs shall be subject to the following regulations. a. Permit: A permit shall be required for a Freeway Pole sign upon the review and approval of the City Council. b. Districts Permitted: A freeway pole sign shall be allowed in zoning districts in accordance with Table 7-1, but only for when the sign is situated within the freeway overlay zone. c. Maximum Number: No more than one freeway pole sign and one general business sign shall be allowed for each lot. d. Specifications: The maximum area, height, spacing and setback of a freeway pole sign shall conform to the specifications contained in Table 7-2. B. Major Multi-Tenant Shopping Center Sign Areas – A Special Purpose Sign District for a Major Multi- Tenant Shopping Center may be approved by the City Council provided the following minimum requirements are met. A Major Multi-Tenant Shopping Center shall include retail shopping centers that contain more than four (4) tenants and contain a minimum of 100,000 square feet of gross floor area for the purpose of this sign regulation. 1. Major Shopping Center Landmark Signs: The purpose of a major shopping center landmark sign is to identify a major shopping center and the name of a business, profession, service, product or activity conducted, sold or offered within the major shopping center. A landmark sign shall mean a free standing four-sided sign that provides an effective area for multi-tenant advertisement and shall only be permitted within a major multi-tenant shopping center area as defined above. a. Permit: A permit shall be required for a landmark sign upon the review and approval of the City Council. b. Specifications: All landmark signs shall comply with the following minimum requirements: i. Maximum Height: Thirty feet (30’). ii. Maximum Base Dimensions: Fourteen feet (14’) by fourteen feet (14’). iii. Maximum Effective Area of Signage: Five feet (5’) in height and ten feet (10’) width. iv. Minimum Height of Effective Area of Signage: Twelve feet (12’) for center identification; Eight feet (8’) for other business/tenant identification v. Architectural Features: Landmark signs shall be architecturally compatible to the principle building(s) on the property or overall architectural theme of a development. Decorative roof and wall design features, such as parapets, ridges, and eaves, etc. shall be incorporated into the design to provide visual interest. A flat roof line with no articulation is not permitted unless deemed by the Administrative Official to be compatible with the architecture of the development. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 10 vi. Signage: Signage for each tenant shall be uniform in size, color and method of construction. Major Shopping Center Landmark Signs No permit for a permanent freestanding sign shall be issued nor shall a permanent freestanding sign be constructed or displayed unless said sign is situated in a district authorized by Table 7-1 below: Table 7 - 1 Allowable Districts for Permanent Freestanding Signs Sign Classification Permit Required (Y or N) Residential Districts Commercial Districts Special Districts R15 R20 R30 R40 RE RD RMF MH CPO CN CC1 CC2 CC3 ML AG PUD General Business Signs Y P P P P P P (1) Freeway Pole Signs Y S (2) S (2) S (2) S (2) S (2) S (2) S (2) Institutional Signs Y P P P P P P P P P P P P P P P P Multi-family Signs Y P (3) Subdivision Monument Signs Y P P P P P P P P P Traffic Directional Signs N (4) (4) (4) (4) (4) (4) (4) (4) P P P P P P P (1) Directory Signs Y (5) (5) (5) Notes for Table 7-1: (1) Permitted where the PUD ordinance allows commercial uses Legend: P = Sign permitted in this district (2) Permitted only in the Freeway Overlay Zone with approval of an SUP (3) Permitted where the PUD ordinance allows multi-family uses (#) = Sign permitted in this district (4) Permitted for Institutional uses in the applicable districts per special footnote (5) Permitted for retail shopping centers containing a minimum of 250,000 square feet of gross floor area. Section 7-160 Permanent Freestanding Signs – Allowable Districts Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 11 No permit for a permanent freestanding sign shall be issued nor shall a permanent freestanding sign be constructed or displayed that exceeds the maximum area, height and minimum setback requirements contained in Table 7-2 below: Table 7 - 2 Area, Height and Setback for Permanent Freestanding Signs Type of Sign Maximum Sign Area (2) Maximum Sign Height (2) Minimum Front Property Line Setback (1) Minimum Side Property Line Setback Minimum Spacing B/T Next Free-Stand. Sign Special Conditions General Business Signs 60.5 s. f. 5.5 ft. 8 ft. 30 ft. 60 ft. (6) 1 per 250' street frontage Freeway Pole Signs 250 s. f. 35 ft. 8 ft. 30 ft. 60 ft. (6) 1 per lot (3) Institutional Signs (on-premises) 60.5 s f. 5.5 ft. 8 ft. 30 ft. 60 ft. 1 per street frontage Institutional Signs (off-premises) 16 s f. 5 ft. none none none Maximum of two signs Multi-family Signs 25 44 s. f. 6.5 5.5 ft 8 ft. 30 ft. 60 ft. 1 per street frontage Subdivision Monument Signs 45 s. f. 6.5 ft. 0 ft. 0 ft. (4) n/a Maximum 2 per entrance Traffic Directional Signs (5) 6 s. f. 30 inches 0 ft. 0 ft. 0 ft. 2 per curb cut Directory Signs 25 s. f. 6 ½ ft. 150 ft. N/A N/A 1 per street entrance and no more than 4 signs per retail shopping center; Sign shall only be located along an internal drive or street within the development Notes for Table 7-2: (1) Any street frontage shall be considered a front property line (2) Maximum structure size. (3) Only permitted within 250 feet of Hwy. 121 right-of-way. (4) Signs on a street island must be designed to permit appropriate driver visibility- joint use agreement required. (5) Spacing requirements for Freestanding Signs are not applicable to Traffic Directional Signs. (6) 100 feet between signs when signs are located on the same lot. A. Permit – A permit shall be required prior to construction of any permanent attached sign, except where an exemption is specifically provided for in these regulations. B. Certificate of Occupancy Required – No permit for a permanent attached sign shall be approved, except where a business exists with a valid certificate of occupancy or where a certificate of occupancy has been submitted for the premises on which the sign is to be located. C. Construction Standards – The construction of all permanent attached signs shall comply with the structural requirements of the Colleyville building code. D. Illumination – A permanent attached sign may be illuminated, however, illuminated attached signs on rear building facades are prohibited. All electrical facilities shall require separate electrical permits and shall be installed in accordance with the City of Colleyville electrical code. Lighting shall be installed so as to avoid any glare or reflection onto adjacent property, or create a traffic hazard on a public street. When determined necessary by the administrative official, illuminated signs shall be shielded to minimize glare Section 7-165 Permanent Freestanding Signs – Area, Height and Setback Requirements Section 7-170 Permanent Attached Signs – General Conditions Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 12 on residentially zoned property. E. Pedestrian Clearance – No permanent attached sign may project over a pedestrian walkway, unless there is a minimum of eight (8’) feet of clearance provided from the bottom of the sign to the grade below the sign. F. Public Right-of -Way – No permanent attached sign shall project over or into a public right-of-way, except where a provision in this Chapter provides for a sign within a right-of-way or with the approval by the City Council of a Right-of-Way Encroachment and Joint Use Agreement. A sign may encroach over or into a public access easement located on private property, provided a minimum of eight (8’) feet of clearance is provided over a walkway and a minimum of fourteen (14’) feet of clearance is provided over a driving area. No permit for a permanent attached sign shall be issued nor shall a permanent attached sign be constructed or displayed unless said sign is in compliance with the sign classifications and standards contained in this Section and is situated in a district authorized by Table 7-3. A. Awning Signs – The purpose of an awning sign is to provide an advertising message on the face of an awning. An awning may extend across the entire width of a building or tenant space. An awning may extend above the apparent roof line of the building, provided the awning extends across seventy- five (75%) percent of the entire width of the building façade to which it is attached. Anawning shall not exceed six (6’) feet in height. Awnings shall only be allowed of a single color of a neutral tone (black, gray, white, tan, etc.), opaque, and of a high quality material. The sign area on an awning shall not exceed 20% of the area of the awning and shall extend for no more than 50% of the length of the awning or ten feet (10’), whichever is more restrictive. No awning sign shall advertise any products or services, and will only identify the name of the business. An awning sign shall be in lieu of a wall sign. A permit shall be required for an awning sign. Awning signs may be illuminated. B. Canopy Signs – A canopy sign shall be no greater in size than 20% of the face of the canopy of which it is a part or to which it is attached and shall not extend beyond the face of the canopy either vertically or horizontally. An illuminated strip may be incorporated into the canopy. C. Projecting Signs – The purpose of a projecting sign is to identify the name of a business, profession, service, product or activity conducted, sold or offered on the premises where the sign is located by providing an advertising message that is perpendicular to the wall of the building to which it is attached. A projecting sign shall be allowed in zoning districts in accordance with Table 7-3 and shall comply with the following additional regulations: 1. Number of Signs: One (1) projecting sign shall be allowed for each single tenant building or for each tenant in a multi-occupancy structure. However, no tenant storefront shall have a projecting sign in combination with a wall sign on the same building elevation. 2. Maximum Area: A projecting sign shall not exceed twenty (20) square feet. The plane of the message area shall not exceed eighteen (18”) inches from the plane of the message area on the opposite side of the sign. 3. Horizontal Projection: A projecting sign shall not project more than four (4’) feet from any wall facing and shall not be closer than two (2’) feet from a curb line. A projecting sign shall not extend above the apparent roof line of the building. 4. Clearance: Every projecting sign shall be a minimum of eight (8’) feet above the grade over a walking area or fourteen (14’) feet over a vehicular maneuvering Section 7-175 Permanent Attached Signs – Classification and Regulations Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 13 area. Projection signs shall not project over any property line or right-of-way line. 5. Illumination: A projecting sign may be illuminated but shall not be internally illuminated. D. Wall Signs - A wall sign shall only be allowed over the premises on which it advertises and may be illuminated; provided, illuminated wall signs on rear building facades are prohibited. Illumination shall allow for a solid color, no changing colors allowed. Each tenant is allowed one wall sign per occupied space for each building frontage. Wall signs must list the business name as the primary feature. A secondary feature in smaller font may be used such as a business slogan or address. Wall signs should not be used to advertise products or services the business offers. Wall signs shall comply with the following additional regulations: 1. Maximum Area: The total area of all wall signs a wall sign on a single tenant building or occupancy space of a multi-tenant building shall not exceed the product of one and one-half (1 ½) times the total lineal width of the wall on which such signs are located. For purpose of this regulation, on multi-tenant buildings, the width of each lease space shall be used to calculate each sign width area. 2. Sign Area Measurement: The measurement of sign area to determine compliance with the maximum sign area requirements shall be calculated by enclosing the extreme limits of all framing, emblem, logo, representation, writing, or other display within a single continuous perimeter composed of squares or rectangles with no more than eight lines (see exhibit below). 3. Maximum Letter/Logo Height: Ratio of letter height based on sign area and/or distance to front property line: <50 sf or <50 ft from front property line = 24” max. letter/logo height 50 sf to 100 sf or 50 ft to 100 ft from front property line = 48” max. >100 sf or >100 ft from front property line = 72” max. 4. Maximum Sign Height: Six feet (6’), provided that no wall sign shall extend above the wall to which it is attached. 5. Color: No more than three (3) colors shall be used. 6. Maximum Width: Seventy-five percent (75%) of the width of the wall area to which it is attached. When more than one wall sign is used, the combination of the sign widths, when placed side by side, shall not exceed seventy-five (75%) of the width of the wall to which they are attached. 7. Horizontal Projection: No wall sign shall project from the vertical plane of the wall more than eighteen inches (18”). 8. Cabinet Signs: The use of internally illuminated cabinet signs is not permitted by this ordinance, except in cases in which only the lettering and logo of business is lit. 9. Development Wall Signs: Signs located in shopping centers or multi-tenant developments will be generally consistent (color, size, etc.) with each other. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 14 E. Subdivision Wall Signs or Plaques - Subdivision wall signs or plaques shall not exceed thirty (30) square feet in area. Subdivision wall signs or plaques are limited to two per subdivision entryway and may be illuminated. A subdivision wall sign or plaque shall be attached to a fence or screening wall. For purposes of this regulation, the size of the graphic and sign text shall be used to measure sign size. No permit for a permanent attached sign shall be issued nor shall a permanent attached sign be constructed or displayed unless said sign is situated in a district authorized by Table 7-3 below: Table 7 - 3 Allowable Districts for Permanent Attached Signs Sign Classification Permit Required (Y or N) Residential Districts Commercial Districts Special Districts R15 R20 R30 R40 RE RD RMF MH CPO CN CC1 CC2 CC3 ML AG PUD Awning Signs Y P P P P P P (1) Canopy Signs Y P P P P P P (1) Projecting Signs Y P P P P P P (1) Subdivision Wall Signs or Plaques Y P P P P P P P P P P Wall Signs Y P P P P P P (1) Notes for Table 7-3: (1) Permitted where the PUD ordinance allows commercial uses Legend: P = Sign permitted in this district (#) = Sign permitted in this district per special footnote A. Permit – A permit approved by the administrative official prior to the construction or display of some classifications of temporary signs is required to determine compliance with these regulations and to establish the beginning and ending display periods. B. Certificate of Occupancy Required – No temporary sign shall be constructed or erected, except where a business exists with a valid certificate of occupancy or where a certificate of occupancy has been submitted for the premises on which the sign is to be located, unless a provision in this Section allows a sign to be displayed off-premises. C. Illumination – No temporary sign may be illuminated, except where a regulation provides for illumination. Lighting, where allowed, shall be installed so as to avoid any glare or reflection onto adjacent property, or create a traffic hazard on a public street. When determined necessary by the administrative official, illuminated signs shall be shielded to minimize glare on residentially zoned property. No permit for a temporary sign shall be issued nor shall a temporary sign be constructed or displayed unless Section 7-180 Permanent Attached Signs – Allowable Districts Section 7-185 Temporary Signs – General Conditions Section 7-190 Temporary Business Signs – Classifications & Number Allowed Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 15 said sign is in compliance with the sign classifications and standards contained in this Section and is situated in a district authorized by Table 7-3. Where a provision exempts certain classifications of temporary signs from the permit requirement, said temporary signs shall comply with all other provisions for temporary signs. A. Agricultural Signs – The purpose of an agricultural sign is to identify the temporary seasonal sales of produce, crops, animals or poultry that are produced or raised on the farm or ranch on which the sign is placed. An agricultural sign may be displayed in zoning districts in accordance with Table 7-4. One agricultural sign shall be allowed per lot, parcel or tract of land, provided the property contains a minimum of one (1) acre. The maximum gross surface area of the sign shall be eight (8) square feet. Agricultural signs shall have a maximum height of four (4’) feet. B. Construction Trades Signs – The purpose of a construction trades sign is to denote the architect, engineer, financial institution or building trades contractor involved in a construction project. Construction trades signs shall be regulated as either commercial or residential, which shall be allowed in accordance with Table 7- 4. The maximum area, height, spacing and setbacks of a Construction Trades Sign shall conform to the specifications contained in Table 7-5. Construction trades signs shall not be erected until a building permit has been submitted for building construction and shall be removed up on completion of the construction project or occupancy of the structure, whichever is applicable. Construction trades signs shall not be illuminated. No permit or fee shall be required for a construction trades sign. C. Development Signs – The purpose of a development sign is to advertise a proposed residential subdivision or commercial project. A development sign shall be allowed in accordance with Table 7-4. A development sign shall not be illuminated. The maximum area, height, spacing and setbacks of a development sign shall conform to the specifications contained in Table 7-5. A permit shall be required for a development sign, A development sign shall be removed when the project is 90% complete or within three years from start of construction, whichever is less. For the purpose of this provision, a subdivision shall be deemed 90% complete when 90% of the lots within the subdivision are sold. D. Garage Sale Signs – The purpose of a garage sale sign is to announce the sale of household possessions. Garage sale signs shall be allowed in any zoning district in accordance with Table 7-4. The maximum area, height, spacing and setbacks of a garage sale sign shall conform to the specifications contained in Table 7-5 and shall comply with the following additional regulations: 1. Duration: A garage sale sign shall not be posted more than twenty-four (24) hours prior to the beginning of the sale and shall be removed within twenty-four (24) hours following the end of the sale. 2. Illumination: A garage sale sign shall not be illuminated. 3. Permit: No permit or fee shall be required for any garage sale sign. 4. Single-family residential on-premises: One garage sale sign per street frontage shall allowed, but only on the premises where the garage sale is being conducted and where there is an existing residential use. 5. Neighborhood-wide garage sales: Two garage sale signs per subdivision entrance shall be allowed for a neighborhood-wide garage sale sponsored by a homeowner’s association (HOA). The garage sale sign may be off- premises from where the actual garage sale is conducted, but the sign shall be located on property, including a street right-of-way, that is within the limits of the homeowner’s association. The HOA must be registered with the Colleyville Code Enforcement Department. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 16 F. Home Occupation Signs – (refer to Chapter 3 of the Land Development Code regarding Home Occupations). G. Model Home Signs – The purpose of a model home sign is to provide advertising of a typical completed residential dwelling. A model home sign shall be allowed in any residential zoning district in accordance with Table 7-4, provided the sign and the model home are located in the subdivision being developed. Model home signs are limited to one per premises. A model home sign permit may not exceed a period of 24 months, provided if the model home is sold prior to the expiration of the 24 month period, the sign shall be removed when the sale is completed. The maximum area, height, spacing and setbacks of a Model Home sign shall conform to the specifications contained in Table 7-5. H. Political Signs – A political sign shall be allowed in any zoning district. No political sign shall be attached to any utility, light, or traffic signal pole. A political sign shall not be illuminated. Political signs shall be subject to the following additional regulations. 1. Political Signs on Publicly Owned Property – A political sign shall not be placed upon any publicly owned property including but not limited to City parks, City facilities, school district property, or state or federally owned property, except for the following: a. Said political sign(s) shall be placed in the perimeter landscaped area on the subject property being used as a polling location in accordance with Texas Election Code Section 61.003 or 85.036; b. Said political sign(s) shall not exceed four (4) square feet in area; c. Said political(s) shall be attached to a metal stake, not to exceed a 9 gauge diameter, driven into the ground; d. Said political sign(s) shall not encroach upon any tree roots, irrigation lines, and any other underground vegetation, or structure; e. Said political sign(s) shall not extend over any sidewalk, street, or driveway; f. Said political sign(s) shall not be placed within 30 feet of an identical sign(s); g. Said political sign(s) may be placed beginning 48 hours prior to the first day of the early voting period, and must be removed within three (3) days after early voting of said election, unless the polling location for Election Day is held in the same location at early voting, then the signs shall be removed by 10:00 a.m. on the day following the election; h. For a location used for Election Day only, said political sign(s) shall be placed beginning at 6:00 p.m. the day before Election Day, and shall be removed by 10:00 a.m. on the day following the election. 2. Political Signs on Private Property – A political sign situated on private property shall not exceed thirty-two (32) square feet, nor exceed eight (8) feet in height, and shall not be erected more than sixty (60) days prior to the official election and shall be removed within seven (7) days after said election. 3. No permit or fee shall be required for a political sign. I. Real Estate Signs (Commercial) – The purpose of a commercial real estate sign is to advertise the sale, rental or lease of the premises on which said sign is located. A commercial real estate sign shall be allowed in accordance with Table 7-4. A commercial real estate sign shall not be illuminated. The maximum area and height of a commercial real estate sign shall conform to the requirements contained in Table 7-5 unless modified below in this subsection. No permit or permit fee shall be required for a commercial real estate sign. a. Individual commercial property shall be limited to a single commercial sale/lease sign no greater than 3’ x 3’ attached to the building as a banner or displayed in a window located at the specific sale/lease space. If the Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 17 property is vacant or the building is more than 100’ from the nearest approved right of way, the property shall have the right to place a single commercial sale/lease sign affixed to the ground no larger in size than 3’ x 3’ and 4’ in overall height. Multi-tenant developments and PUDs shall be restricted to a single window sign or building banner no larger in size than 3’ x 3’ per vacant storefront. Commercial real estate signs shall be removed within seven (7) days following the completion of the sale, rental or lease of the premises. b. Permit Required For Ground Sign: A permit, but no permit fee, shall be required for an allowable free- standing (ground) commercial real estate sign. The permit may be issued for a period of 30 days and may be extended at 30 day increments. Commercial real estate signs shall be removed within seven (7) days following the completion of the sale, rental or lease of the premises. c. Commercial property undergoing development/redevelopment with an approved use may be granted permission to erect a “coming soon” temporary sign for a period of 30 days prior to the business opening. Such temporary permits may be extended by the City Manager at 30 day increments. J. Real Estate Signs (Residential) – The purpose of a residential real estate sign is to advertise the sale, rental or lease of the premises on which said sign is located. A residential real estate sign shall not be illuminated. A residential real estate sign shall be allowed in a residential district in accordance with Table 7-4. The maximum area and height of a residential real estate sign shall conform to the requirements contained in Table 7-5. All signs shall be removed within seven (7) days following the completion of the sale, rental or lease of the premises. No permit of permit fee shall be required for a residential real estate sign. K. Temporary Business Signs – The purpose of a temporary business sign is to provide advertising for specific periods of time to identify the name of a business, profession, service, product or activity conducted, sold or offered on the premises where the sign is located. 1. Requirements: Temporary business signs shall conform to the following additional regulations: a. Maximum number: One per business occupancy holding a valid certificate of occupancy. b. Illumination: None allowed. c. Permit Requirements: A temporary business sign permit shall not be valid for more than 30 consecutive days and there shall be a thirty (30) day non-display period between permits. No more than three temporary business sign permits shall be issued per calendar year per business occupancy. d. Permit Fee: A permit fee shall be charged for a temporary business sign. The permit fee shall be established by City Council. e. Districts Allowed: Temporary business signs shall be allowed in zoning districts in accordance with Table 7-4. 2. Types of Temporary Business Signs: A business tenant may choose any one of the following types of sign structures: a. Flexible Banner Signs: Banners shall be kept in good repair and remain firmly anchored or secured to the face of the building or may be suspended below the apparent lower edge of an overhanging covered walkway, provided the banner is firmly secured to the columns supporting the building. A flexible banner sign may not be freestanding. A flexible banner sign shall not exceed fifty (50) square feet nor exceed six (6) feet in height. b. A-Frame Signs: The purpose of an A-frame sign is to provide temporary advertising during business hours of a commercial occupancy. (1). Maximum height and area shall conform to the following table: Maximum heights and areas of A-Frame Signs Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 18 Max. Area Max. Height Located on a sidewalk 8 s. f. 4 feet Located in a yard 24 s. f. 6 feet (2). Time duration: Only displayed during business hours. (3). Placement: Only allowed on private property, but may be located on a public sidewalk, provided a width of four feet (4) shall remain free from intrusion. c. Stake Signs: A stake sign shall not exceed sixteen (16) square feet, nor exceed six (6) feet in height. L. Weekend Builder / Real Estate Open House Signs – The purpose of Weekend Builder / Real Estate Open House Signs is to assist the general public by providing direction to available residential properties in Colleyville. Signs that advertise developments located outside the corporate limits of Colleyville shall be prohibited. 1. Open House Sign Definition: A means of advertising and marketing a property that is for sale. A period of time during which a builder, developer, or real estate agency markets the home by inviting buyers in for a public viewing to see the interior without making an appointment. 2. Weekend builder / real estate open house signs may be placed on private property or in the public right-of-way with the approval of the adjacent property owner, provided the advertiser has a valid annual permit required by these regulations. Signs placed within the public right- of-way shall be situated not more than five (5) feet from the right- of-way line and shall be no closer than three (3) feet from the edge of the sign to the edge of the street pavement. No weekend builder / real estate open house sign shall block vehicular visibility. Approval of an annual permit does not grant unlimited access or use of the public right- of-way, therefore, it shall be the responsibility of the builder, owner, or real estate agency to secure permission of the property owner for placement of the signs on private property or in the adjacent street right-of-way. Open house signs shall not be posted within visibility triangles. No sign shall be located or placed where it obstructs the vision of motor vehicle drivers approaching any street intersection. At all street intersections, clear vision shall be maintained across the lot for a distance of twenty-five (25’) feet back from the property corner along both streets. Within this triangle, vision shall be clear at elevations between thirty inches (30”) and nine feet (9’) above the average curb grade. 3. A builder, developer, or real estate agency must be registered with the City of Colleyville to qualify and participate as a weekend advertiser or for open house signs. An annual permit is required for each builder, developer or real estate agency, which shall expire on December 31 each year. The permit fee shall be established by separate ordinance approved by the City Council. Note: For purpose of this regulation a real estate agency shall be defined as the real estate broker or owner holding a franchised agency. 4. A weekend builder / real estate open house sign shall not exceed six (6) square feet in area and four (4) in height. No sign shall be placed on trees, utility poles, traffic control signs or within a street median or encroach over a sidewalk. 5. Maximum number of Weekend Builder Signs: The maximum number of signs displayed at any one time for a weekend builder shall not exceed twenty (20) signs for any subdivision. 6. Maximum number of Real Estate Open House Signs: The maximum number of signs displayed at any one time for a real estate agency shall not exceed twenty (20) signs, provided no more than two (2) signs shall be displayed within the right-of-way for any single residential property. One (1) on-site open house sign shall be located on the premises of the open house for property identification. The sign shall be in accordance with the open house sign maximum effective area specifications. The house shall be Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 19 open for a public viewing to see the interior without making an appointment for the entire period during which open house signs advertise the property. Real estate open house signs shall be limited to directing traffic to an open house. All open house signs shall include the open house address, open house date(s), and open house public viewing time(s). Open house viewing times shall refer to the availability of the public to view the interior of a home without making an appointment. The information shall be located on the advertising surface of the sign and shall not be attached to the pole of the sign. 7. Weekend builder signs may be exhibited from 12:00 noon on Friday till 12:00 noon on the following Monday. Open house signs may be exhibited only between the hours of 12:00 midnight Friday to 12:00 midnight on the following Sunday. A holiday falling on a Friday or a Monday will be considered as part of the weekend. M. Window Signs - Window signs may be placed so as not to obscure more than 25% of any individual window pane. No permit shall be required for window signage, but review from the Community Development Department is recommended prior to placement to ensure compliance. N. Temporary Construction Entrance Signs – The administrative official is hereby authorized to approve temporary signs to direct traffic to the entrance of a commercial business when the driveway that provides access to the business or the street immediately abutting the business is under construction. O. Allowance for Signs Adjacent to Roadways Under Construction – Businesses adjacent to a major public roadway construction project scheduled for six months or more duration shall be eligible for prolonged temporary signage when roadway construction activities are commencing immediately adjacent to the business. The following conditions shall apply: (1) Shall comply with Section 7-190.K Temporary Business Signs. (2) The Permit Requirements (Sec. 7-190.K.1.c) shall not apply for the duration of the construction of the roadway. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 20 No temporary sign shall be displayed unless said sign is situated in a district authorized by Table 7-4. Table 7-4 Permitted Districts for Temporary Signs Sign Classification Permit Required (Y or N) Residential Districts Commercial Districts Special Districts R15 R20 R30 R40 RE RD RMF MH CPO CN CC1 CC2 CC3 ML AG PUD Agricultural Signs N P P P P P P P P P P P P P P P P Community Special Event Signs N See Section 7-205 Construction Trades Signs (Commercial) N P P P P P P (1) Construction Trades Signs (Residential) N P P P P P P P P P (2) Development Signs Y P P P P P P P P P P P P P P P P Garage Sale Signs (3) N P P P P P P P P (3) (3) (3) (3) (3) (3) (3) (3) Missing Pet Signs N P P P P P P P P P P P P P P P P Home Occupation Signs N See Home Occupations in Chapter 3 of the Land Development Code Model Home Signs Y P P P P P P P P (2) Pole Banners Y See Section 7-205.E Political Signs N P P P P P P P P P P P P P P P (1) Real Estate Sign (Commercial) N P P P P P P (2) Real Estate Sign (Residential) N P P P P P P P P P (1) Temporary Business Signs Y P P P P P P (1) Banner Signs Y (4) (4) (4) (4) (4) (4) (4) (4) P P P P P P (1) A-FrameSigns Y P P P P P P (1) Stake Signs Y P P P P P P (1) Weekend Builder / RE Signs Y See Section 7-190.K Section 7-195 Temporary Signs – Permitted Districts Notes for Table 7-4: (1) Permitted where the PUD ordinance allows commercial uses. Legend P = Sign permitted in this district (2) Permitted where the PUD ordinance allows residential uses. (3) Property must contain a residential use. (#) = Sign permitted in this district (4) Where an Institutional use occupies the premises per footnote Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 21 All temporary signs shall be constructed in accordance with the requirements listed in Table 7-5: Table 7-5 Maximum Area, Height and Setback of Temporary Signs Type of Sign Max. Area Max. Height Front Property Line Setback Side Property Line Setback Special Conditions Agricultural Signs 8 s. f. 4 ft. none none one acre lot min. Community Special Events Signs See Section 7-205 for regulations Construction Trades Signs (Commercial) 64 s. f. 10 ft. none none none Construction Trades Signs (Residential) 8 s. f. 4 ft. none none none Development Signs 64 s. f. 10 ft. none none none Garage Sale Signs (single-family residential) 8 s. f. 4 ft. none none 1 per frontage Garage Sale Signs (neighborhood-wide) 32 s. f. 6 ft. none none 2 per subdivision entrance Model Home Signs 32 s.f. 6 ft. none none 24 months Pole Banners See Section 7-205.E for regulations Political Signs (on private property) 32 s. f. 8 ft. none none none Real Estate Signs (Commercial) 64 s.f. 9 s. f. 10 ft. 4’ None 15’ None 15’ None Existing building: attached to building or within window only Real Estate Signs (Residential) 12 s. f. 6 ft. None None none Temporary Business Signs Banner Signs 50 s. f. 6 ft. none none 3 permits per calendar year / 30 days between permits / permits valid for 30 days A-Frame Signs (Located in a yard) 24 s. f. 6 ft. none none A-Frame Signs (Located on a sidewalk) 8 s. f. 4 ft. none none Stake Signs 16 s. f. 6 ft. none none Weekend Builder / Real Estate Open House Sign See Section 7-190.K for regulations The purpose of this regulation is to provide temporary advertising for certain community special events sponsored by public and quasi-public agencies, churches and other religious institutions located within the corporate limits of the City of Colleyville. Signs shall be allowed in accordance with the following: A. Qualifying Entities – The following public and semi-public agencies, churches and other religious institutions located within the corporate limits of the City of Colleyville shall be permitted to have community special event signs in accordance with the provisions of this section. 1. City of Colleyville: Signs advertising an event conducted and sponsored by the City of Colleyville may be placed on any private property or in the public right-of-way adjacent to the private property with the approval of the adjacent property owner. Signs placed within the public right-of-way shall be situated not more than five (5) feet from the right-of-way line and shall not block vehicular visibility. Section 7-200 Temporary Signs – Area & Setback Requirements Section 7-205 Temporary Community Special Event Signs Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 22 2. Public and Semi-Public Schools, Colleyville Chamber of Commerce, Churches and Other Religious Institutions, and Non-Profit Civic Organizations: For the purpose of this section, a non-profit civic organization shall be a not-for-profit community organization that has as its primary objective charitable fundraising, community betterment or youth sports promotion and participation. Signs advertising an event conducted and sponsored by any of the above may be placed on any private property with the approval of the adjacent property owner. Sign dimensions shall be consistent with the provisions of Section “B(1) and (2)” below. Directional signs may be placed no sooner than 24 hours prior to the event and shall be removed no later than 24 hours after the conclusion of the event. B. Types and Maximum Area of Signs Allowed – The following types of community special event signs shall be allowed, provided the sign does not exceed the maximum area and height established below. 1. Flexible Banner Signs: Banners shall only be allowed on the premises where the event is located. Banners shall be kept in good repair and remain firmly anchored or secured to the face of the building or may be suspended below the apparent lower edge of an overhanging covered walkway, provided the banner is firmly secured to the columns supporting the building. A flexible banner sign may be freestanding. A flexible banner sign shall not exceed fifty (50) square feet nor exceed six (6) feet in height. 2. Stake Signs: Signs shall not exceed six (6) square feet in area nor exceed four (4) feet in height. C. Time Duration – Signs for City of Colleyville sponsored events may be erected for any length of time. All other signs allowed under this section may be erected 21 days prior to the activity and shall be removed not later than the first business day after the event. D. Pole Banner Signs 1. Pole Banners: The purpose of a pole banner sign is to provide advertising for a community event. Pole banners may be erected on utility and other designated poles within the public right-of-way subject to the following restrictions: 2. Permit: A permit is required from the building permit office and may only be issued to a non-profit organization for the purpose of advertising a function or event to which the general public is invited in Colleyville. Pole banners shall be limited to private property exclusively. Applications shall be considered on a first- come, first-served basis. 3. Permit Duration: No permit shall be approved for a period exceeding twenty- one (21) consecutive days. The pole banners shall be removed on the first business day after the last day of the event. 4. Commercial Message: A pole banner may only advertise the name, date, phone number and website of the community event. Any commercial message of a sponsor is limited to twenty-five percent (25%) of the sign area. 5. Maximum area and height: Thirty-five (35) square feet in area per pole and thirty-five feet (35') from the ground, provided the banner maintains a minimum of ten feet (10') of clearance between the bottom of the pole banner and the ground. 6. Location: Pole banners may be installed only on poles identified by the City that include the appropriate hardware for such installation. E. Permit – Other than events sponsored by the City of Colleyville or non-profit, community based organization listed on the City’s website, a temporary sign permit shall be obtained prior to the placement of any signs allowed by this section. Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 23 A. Grand Openings – The purpose of the grand opening signage provision is to allow the administrative official to issue a permit to a new business or to a business that has substantially remodeled, as defined herein, for the purpose of obtaining special advertisement signage for a temporary period. The following regulations apply to grand opening signage permits: 1. Eligibility: Upon issuance of a certificate of occupancy and within one year thereafter, a business shall be allowed to receive a grand opening sign permit when one of the following conditions applies: a. When a certificate of occupancy has been issued to the new business, or b. When a certificate of occupancy has been issued to an existing business which has substantially remodeled and the cost of the renovation exceeds sixty (60) percent of the current value of the building or lease-space, excluding the value of the land, according to the most recently approved tax roll. 2. Allowable Signs: Signs may include a combination of pennants, tethered or inflatable balloons, and one (1) temporary business sign. Non-traditional balloons/inflatables shall not be allowed. The height and area of such signs shall be limited to the applicable regulations for the sign classification. A temporary business sign may be placed off-premises with the permission of the property owner during the period of the grand opening sign permit. The permit holder shall be the responsible party for compliance with the grand opening sign permit regulations. 3. Permit: A permit shall be required for a business to utilize the grand opening signage provisions. No permit fee shall be required for a grand opening sign permit. The use of a grand opening sign permit shall have no effect on the number of subsequent temporary sign permits that may be authorized for a business occupancy. 4. Duration: A grand opening sign permit shall be valid for a period not to exceed thirty (30) consecutive calendar days B. Major Shopping Center Overlay Zone – The purpose of a major shopping center overlay zone is to reduce the overall number of signs situated along a public street by providing shared advertising privileges within a major development and by providing off-premises advertising alternatives for businesses located on lots which do not have frontage along a major public transportation thoroughfare. Developments which satisfy the criteria contained in this Section shall qualify for the sign provisions contained in this Section. 1. General Qualification Criteria: A commercial development which has a single or multi-occupancy building containing a minimum of one hundred thousand (100,000) square feet of floor area and situated on a single platted lot or on two or more contiguous platted lots shall qualify as a major shopping center. In addition to those lots which satisfy the general qualification criteria described in this paragraph, any adjacent or non-adjacent lots platted within the development that are platted under the same subdivision name shall also be eligible for the sign provisions contained in this Section. 2. Shared and Off-Premises Signage Privileges: A lot located within the limits of a major shopping center overlay zone may contain a sign that advertises a single or multi-tenant business occupancy located on another lot within the same major shopping center overlay zone, provided that the sign structure complies with the regulations applicable to the classification of sign constructed. 3. Major Shopping Center Entry-Wall Signs and Plaques: The purpose of a major shopping center entry-wall sign and plaque is to identify a major shopping center and the name of a business, profession, service, product or activity conducted, sold or offered within the major shopping center. Two sign structures shall be allowed per vehicular entrance and may be illuminated. The maximum height of the entry- wall structure shall not exceed five (5) feet. The maximum Section 7-210 Special Advertising Provisions Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 24 area of a sign plaque shall not exceed twelve (12) square feet. There shall be a minimum of three (3) feet spacing between sign plaques. 4. Permit: A permit shall be required for a Major Shopping Center Entry Wall Sign upon the review and approval of the City Council. 5. Permit: A permit shall be required for a major shopping center entry-wall sign. The signs described in this Section shall be prohibited within the corporate limits of the City of Colleyville. A. Off-Premises Signs – Off premises signs, including billboards, are prohibited in the City of Colleyville, except where specifically allowed by these regulations. B. Obscene Signs – It shall be unlawful for any person to display upon any sign any obscene, indecent or immoral matter. C. Portable Signs – No person shall erect or allow to be displayed on the premises owned or controlled by him a portable sign. Portable signs shall include windsail style signs, flags, pennants, etc., with or without lettering. No person shall attach any sign to a trailer, or similar mobile structure, where the primary use of such structure is to provide a base for such sign or to constitute the sign itself. A temporary business sign allowed by the regulations in this chapter may be constructed on skids where there is no opportunity for the sign supports to be installed in the ground. D. Roof Sign – Signs mounted on roofs or above a parapet are not permitted. E. Painting, Marking, Attaching, Materials to Streets, Sidewalks, etc. – No person shall attach any sign, whether consisting of paper, plastic, or paint, or stencil or write any name, number (except house numbers), or otherwise mark on any sidewalk, curb, gutter, street, whether public or private, utility pole, public building, fence or structure except as allowed by the sign code. F. Attaching Signs to Fences or Utility Poles – No person shall attach a sign to a fence or a utility pole, except a small sign identifying the name of the fence company not discernable from the street. G. Animated and Flashing Signs – No person shall erect or allow to be displayed upon premises owned or controlled any animated, moving or flashing sign. H. Balloons and Inflatable Advertising – No person shall erect or allow to be displayed as a sign, any balloon, flag, pennant or other floating or inflatable advertising device anchored to the ground or to any other structure, except as allowed by a grand opening sign permit. I. Non-Combustible Material – Any sign with either direct or indirect illumination which is attached to the sign shall be constructed of non-combustible materials. Such signs shall be supported by non- combustible supports. J. Simulation of Traffic Control Signs – No sign shall obstruct the free and clear vision at any location, where as a result of the position, size, movement, shape, color, fashion, manner or intensity of illumination or any other characteristics, such sign may interfere with vehicular or pedestrian traffic. Nor shall any person erect or allow to be displayed upon premises owned or controlled by him any sign in such a manner as to interfere with, obstruct the view of or be confused with, any authorized traffic sign, signal, or device, including, without limitation, signs making use of the words "stop," "go," "look," "slow," "danger," or any other similar word, phrase, symbol or character, or employ any red, yellow, orange, green or other colored lamp or light in such a manner as to cause confusion or otherwise interfere with vehicular or pedestrian traffic. K. Non-Defined Signs – No person shall erect or allow to be displayed upon premises owned or controlled by him any sign that is not specifically allowed by this Chapter. Section 7-215 Prohibited Signs Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 25 No person shall allow a sign located on a premises owned by him, or which he has control of, to display or contain any of the following defects or conditions: A. where the elements of the surface or background can be seen as viewed from the intended viewing distance to have portions of the finished material flaked, broken off, missing or otherwise not in harmony or consistency with the rest of the surface; or B. where the structural supports or frame members are visibly bent, broken, dented, deteriorated or torn; or C. where a panel is visibly cracked or in the case of wood and other similar products, splintered in such a way as to constitute unsightly or harmful conditions-, or D. the sign, or its elements are twisted leaning or at angles other than those at which it was originally erected; or E. where the message or wording can no longer be clearly read by a person with normal eyesight under normal viewing conditions; or F. where the sign or its elements are not in compliance with the requirements of any building, electrical, sign or other type of code construction standards adopted by the City of Colleyville. A. Authority - The administrative official is hereby authorized and directed to enforce all the provisions of this Chapter. B. Right of Entry - Whenever necessary to make an inspection to enforce any of the provisions of this Chapter, the administrative official or his authorized representative may enter such building or premises at all reasonable times to inspect the same or to perform any duty imposed upon the administrative official by this Chapter, provided that if such building or premises is occupied, he shall first present proper credentials and request entry; and if such building or premises is unoccupied, he shall first make a reasonable effort to located the owner or other persons having charge or control of the building or premises and request entry. If such entry is refused, the administrative official or his authorized representative shall have recourse to every remedy provided by law to secure entry. C. Removal of Certain Signs Upon Notice – When a sign is constructed or erected in violation of these regulations, the property owner and/or tenant shall be given notice to remove said sign or alter said sign so as to comply with the regulations contained in this Chapter. Notice shall require compliance with these regulations within not more than ten (10) days from the date notice is served. Notice may be hand delivered or deposited in the United States mail, addressed to the property owner at the address shown on the most current tax roll of the City, or the tenant as shown on the utility billing records of the City. If the owner cannot be found, or if the notice is refused, or if the notice is returned by the United States Postal Service, then the owner may be notified by posting notice on or near the front door of each building on the premises where the violation exists at least ten (10) days prior to further action or by posting notice on a placard attached to a stake driven into the ground on the premises where the violation exists at least ten (10) days prior to further action. EXCEPTION: Illegal Temporary Signs – The administrative official is hereby authorized to remove without notice any illegal temporary signs placed on public property or within a right-of-away. Such signs shall be impounded and may be destroyed by the City. D. Dilapidated or Deteriorated Signs – Upon determination by the administrative official that a sign is in a dilapidated or deteriorated condition or declared unsafe, dangerous or poses a threat to the safety of the general public, the administrative official shall give notice of said determination to the owner of the property on which the sign is erected. Said notice shall specify a time period of not more than ten (10) Section 7-220 Sign Maintenance Section 7-225 Enforcement Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 26 days in which said dilapidated or deteriorated condition must be corrected. 1. Failure by the owner of the property to correct the dilapidated or deteriorated sign or remove the same within the time provided in the notice shall constitute a violation of this Chapter. 2. When a property owner, agent, or tenant fails to abate a sign declared to be unsafe and dangerous within the time period allowed, the administrative official is hereby authorized to contract for such work to abate the unsafe or dangerous condition and charge the property owner for the costs of such abatement. If the actual charges to the City are not paid within thirty (30) days, the City shall file a lien against the property. 3. A sign which has been substantially destroyed or dismantled for any purpose other than maintenance operations or for changing letters, symbols or other matters on the sign. The sign shall be deemed to be substantially destroyed or dismantled if the cost of repairing the sign is more than 60% of the cost of erecting a new sign of the same type at the same location. E. Obsolete Signs – Any sign, which the administrative official determines to be obsolete, shall be removed by the permit holder, owner of the sign, or owner of the site on which the sign is located. For temporary signs, the sign must be removed as noted on the sign permit application or within three days after receiving written notification to do so from the administrative official. For permanent signs, the sign must be removed by the permit holder, owner of the sign, or owner of the site on which the sign is located within 30 days. Upon failure to comply with such notice or to file an appeal of the decision in accordance with this article, the administrative official is authorized to cause the removal of such sign, and any expense incident thereto shall be paid by the permit holder, owner of the sign, or owner of the site on which the sign is located. A sign which does not conform to the regulations prescribed in this Chapter and existed lawfully on the date of adoption of this Chapter, or amendment hereto, shall be declared a nonconforming sign and may exist in its present form. A nonconforming sign may be maintained, but shall not be altered, or moved unless a permit be issued pursuant to the provisions of this Chapter. The right to continue a nonconforming sign shall cease and such shall be removed whenever: A. A sign is altered, moved or relocated without a permit pursuant to the provisions of this Chapter. Exception: A sign face of a nonconforming sign may be replaced, provided no alterations to the sign structure are made. B. A sign is destroyed and the cost to repair exceeds 60% of the replacement cost on the date of the damage. C. A sign leans such that an angle between the sign and the ground is 75 degrees or less. No commercial wall mural or public art mural shall be executed or displayed unless said mural is in conformance with the classifications and standards contained in this Section. A. Administrative Approval Required: Commercial Wall Murals and Public Art Murals shall be allowed with the approval of an application through the Administrative Official/Sign Board of Appeals. B. Maintenance Agreement Required: Unless otherwise approved by the Administrative Official/Sign Board of Appeals, it is the responsibility of the applicant to ensure the Public Art Mural is maintained in good condition. A signed maintenance agreement and mural maintenance plan will be required as part of the application for a mural. 1. To extend the lifespan of the mural, maintenance best practices should be followed. These include but Section 7-230 Nonconforming Signs Section 7-235 Commercial Wall Murals and Public Art Murals Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 27 are not limited to, preliminary wall preparation or cleaning, priming, and curing; using appropriate paints, enamels, or materials to match the surface; and applying topcoats, sacrificial layers, and graffiti-resistant coatings that do not compromise the artwork. 2. No alterations to the mural’s design, theme, or scope may be made during routine maintenance performed by the applicant and/or artist unless authorized by the Sign Board of Appeals. C. City of Colleyville: Public Art Mural projects initiated, commissioned, and/or funded by the City may be placed on city-owned public buildings, structures, or infrastructure and are exempt from the regulations of this section. D. Commercial Wall Mural – A graphic or artwork painted or applied to the front façade, entryway, side, or back of a building, where its background differentiates it from the general color or material of the wall or other surface. The artwork is located on private property and is associated with the tenant occupying the corresponding space. All Commercial Wall Murals shall be subject to the following additional regulations: 1. Design Criteria: a. Commercial Wall Murals may contain a commercial message such as, but not limited to, logos, branding, or any indication or description in image from the type of commercial activity that occurs in the inside of a building. b. Commercial Wall Murals shall not include any owner identification or commercial text message; however it may contain graphics or images that relate to the products or services offered on the premises where the mural is located. c. The following themes or elements are not permitted: representations of violence or hate; nudity or sexually explicit content; profanity or obscene language; disparagement or denigration of cultures; political themes or agenda-driven content; commercial or advertising messages; use of copyright material without proper authorization; or any content that may pose safety risks or create hazardous conditions. The City reserves the right to reject proposals for murals based on the themes or messages expressed as permitted by applicable First Amendment law. d. Materials utilized in painting a mural shall have proven durability and shall be maintained or removed if not maintained. E. Public Art Mural – Any graphic artwork painted or applied on a wall, ceiling, ground surface, or other architectural surface (including but not limited to mosaic tiles, photographic elements, wheat paste murals, and collages of elements) where its background differentiates it from the general color or material of the wall or other surface. These murals are displayed in a City park, public right-of-way, or the interior/exterior of a city facility or privately owned building that has entered a public-private partnership with the City. 1. Design Criteria: a. A mural shall not be considered public art if it is any way associated with a commercial entity and/or contains a commercial message such as, but not limited to, logos, branding, or any indication or description in narrative or image from the type of commercial activity that occurs on the inside of the building. Public Art Murals may not advertise any business, brand, or product. b. Proposals will be evaluated based on their contribution to the urban environment, the quality they bring to the public art landscape, and the overall strength of the proposal. c. Public Art Murals should be generally consistent with the surrounding area and designed to promote and enhance the character of Colleyville. In general, themes should be positive and uplifting, foster positive community interaction, and reflect the City of Colleyville’s values of integrity, excellence, and public service. Reserved for listing of amendments to this Chapter. Ord. Number Date Subject O-02-1321 01/15/2002 Community Special Event Signs O-02-1353 08/07/2002 Grand Opening Signs O-03-1428 11/18/2003 Revision of entire chapter O-04-1456 04/06/2004 Political sign revisions O-08-1657 02/05/2008 Landmark Signs Section 7-240 Amendments to This Chapter Colleyville, Texas, Land Development Code Chapter 7 – Sign Regulations Page 7 - 28 O-08-1684 07/01/2008 Prohibited Signs O-08-1685 07/01/2008 Weekend Builder/Real Estate Open House Signs revisions O-09-1719 06/02/2009 Electronic Sign Regulations revisions O-10-1742 02/16/2010 Temporary Sign Revisions O-14-1932 10/06/2014 Political Sign Revisions O-19-2074 02/05/2019 Several amendments as part of a total LDC review