The URL can be used to link to this page

Home My WebLink AboutPlanning and Zoning Commission-Agenda Packets-09/08/2025 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION AGENDA 100 Main Street Colleyville, Texas 76034 MONDAY, SEPTEMBER 8, 2025 PRE COMMISSION MEETING 6:15 P.M. EXECUTIVE CONFERENCE ROOM THIRD FLOOR LEGAL BRIEFING BY CITY ATTORNEY REGARDING PLANNING, ZONING, PLATTING, AND LAND USE REVIEW OF REGULAR AGENDA ITEMS AND DISCUSSION OF PREVIOUS MEETING MINUTES DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND CITY COUNCIL ACTIONS ON PAST AGENDA ITEMS EXECUTIVE SESSION – In accordance with Texas Government Code Chapter 551, Subchapter D, Section 551.071 – Legal – Consultation with attorney on legal issues raised by public hearing or action items on the agenda 7:00 P.M. - REGULAR MEETING CALL TO ORDER AND ROLL INVOCATION: Claudia Bevill PLEDGE OF ALLEGIANCE 1. APPROVAL OF MINUTES 1a August 11, 2025, Planning and Zoning Commission Meeting Minutes August 25, 2025, Planning and Zoning Commission Worksession Minutes 2. PUBLIC HEARING AGENDA ITEMS 2a Consideration 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 AUGUST 11, 2025 PLANNING AND ZONING COMMISSION MEETING Planning and Zoning Commission Agenda September 8, 2025 City of Colleyville Page 2 2b Consideration of a Special Use Permit for a Dog Boarding use to operate on Lot 2A, Block 6R, of the Woodbriar Estates West Addition, located at 3811 Colleyville Boulevard, Case ZC25-021 2c Consideration of a Special Use Permit for Alcoholic Beverage Sales-On- Premises Consumption on Lot 13R, Block 2, of the Thompson Terraces Subdivision, located at 5201 Colleyville Boulevard, Case ZC25-022 2d Consideration of a Special Use Permit for an accessory building on Lot 14R, Pecan Park Estates, located at 5912 Ponderosa Street, Case ZC25-023 2e Consideration of a Special Use Permit for a residential carport on Lot 40, Block 2, Tara Plantation Addition, located at 1410 Plantation Drive North, Case ZC25-024 THE ITEM HAS BEEN WITHDRAWN BY THE APPLICANT 3. CITIZEN COMMENTS 4. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Tuesday, September 2, 2025, by 5:00 p.m. Kris Potts Planner/Urban Forester 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 BRIEFING Agenda Number 1a Agenda Date 9/8/2025 Number - Type Approval of Minutes Department Community Development Title August 11, 2025, Planning and Zoning Commission Meeting Minutes August 25, 2025, Planning and Zoning Commission Worksession Minutes Explanation Approval of minutes from the Planning and Zoning Commission Meeting on August 11, 2025, and the Planning and Zoning Commission Worksession Meeting on August 25, 2025. Attachments 1. August 11, 2025, Planning and Zoning Commission Minutes 2. August 25, 2025 Planning and Zoning Worksession Minutes City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION MINUTES 100 Main Street, Colleyville, Texas, 76034 MONDAY, AUGUST 11, 2025 CALL MEETING TO ORDER EXECUTIVE CONFERENCE ROOM The City of Colleyville Planning and Zoning Commission Worksession Meeting was called to order by Chair Bevill on August 11, 2025 at 6:15 p.m. Roll Call Present: Claudia Bevill, Jerry Savoie, David Groves, Jerome Obinabo, and Brandon Arnold Absent: David Ebert and Richard Remley Staff Present: Community Development Director Ben Bryner, Planning Manager Daniel Ponder, Planner Bethany Lopez, and Fire Marshal Rob Mckeown Planning Manager Daniel Ponder and Community Development Director Ben Bryner briefed the Commission on the items that would be presented on tonight’s agenda. There was general discussion regarding the updates to the cases the Commission would be voting on. Chair Bevill adjourned the Planning and Zoning Commission Worksession Meeting at 6:38 p.m. CALL MEETING TO ORDER CITY COUNCIL CHAMBERS The City of Colleyville Planning and Zoning Commission Meeting was called to order by Chair Bevill on August 11, 2025, at 7:00 p.m. Roll Call Present: Claudia Bevill, Jerry Savoie, David Groves, Jerome Obinabo, and Brandon Arnold Absent: David Ebert, Richard Remley Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 2 Staff Present: Community Development Director Ben Bryner, Planning Manager Daniel Ponder, Planner Bethany Lopez, and Fire Marshal Rob Mckeown 1. APPROVAL OF MINUTES 1a July 14, 2025 Planning and Zoning Commission Meeting Minutes July 28, 2025 Planning and Zoning Commission Worksession Meeting Minutes Commissioner Savoie made a motion to approve the July 14, 2025 Planning and Zoning Commission Meeting Minutes and the July 28, 2025 Planning and Zoning Worksession meeting minutes. Commissioner Groves seconded the motion. The motion was carried by the following vote: Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 2. PUBLIC HEARING AGENDA ITEMS 2a Consideration 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. Chair Bevill announced the withdrawal of Case ZC25-016 and determined there would be no further discussion on the case. 2b Consideration 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 THE APPLICANT REQUESTED TO TABLE TO THE SEPTEMBER 8, 2025, PLANNING AND ZONING COMMISSION MEETING. Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 3 Commissioner Savoie made a motion to remove case ZC25-017 from the table. This was seconded by Commissioner Groves. The motion was carried by the following vote: Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 Commissioner Groves made a motion to table case ZC25-017 to the September 8 Planning and Zoning Commission meeting. This was seconded by Commissioner Savoie. The motion was carried by the following vote: Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 2c Consideration 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 Planning Manager Daniel Ponder presented case ZC25-018 and briefed the Commission on the request. The applicant is requesting the rezoning to RE Single Family Estate Residential in order to construct an accessory dwelling unit on the property. Austin Frisby, 16201 Red River Lane, the applicant, stated that the homeowners requested to rezone to allow for their son to live in an accessory dwelling unit on their property. He stated that the existing trees on the property would be preserved. The public hearing was opened at 7:11 P.M. There was no one wishing to speak, but there was one citizen in opposition: Cheri Moore, 1017 W Murphy Road With no one wishing to speak, the public hearing was closed at 7:12 P.M. Commissioner Savoie made a motion to approve case ZC25-018. This was seconded by Commissioner Obinabo. The motion was carried by the following vote: Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 4 Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 2d Consideration 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 Planning Manager Daniel Ponder presented case ZC25-019 and briefed the Commission on the request. The applicant is requesting the rezoning to convert an existing single family house to a commercial business for infrared therapy. The request complies with the Future Land Use Map as designated by Destination Colleyville, the City’s Comprehensive Plan. Saima Dost, 210 Bandit Trail, the applicant, spoke on the benefits of her business and infrared therapy. Naim Mutiara also spoke on the changes they would make to the home in order to operate the business. The Commission had a discussion regarding the appropriate licenses and training required to operate an infrared therapy business. Dost answered that there was no formal training required. Chair Bevill stated concerns about traffic, with the only entrance being from Murphy Road. Dost stated that she was open to the idea of putting an entrance on Precinct Line Road. The public hearing was opened at 7:38 P.M. The following citizens did not wish to speak, but did wish to record their opposition: Susan F. Sorda, 6808 Herbert Road Trisa Weakley, 6801 Herbert Road Susan Furgerson, 7016 Benjamin Way Brad Land, 6811 Curtis Road, spoke in opposition of the case, stating concerns about traffic on Murphy Rd. Land referenced a previous case that had been denied for commercial use on the property. Max Uzowihe, 6912 Benjamin Way, spoke in opposition of the case, expressing disappointment in the possibility of commercial development near his home. Uzowihe also stated his concerns about increased traffic on Murphy Rd. Lenonna Nichols, 1017 W Murphy Road, spoke in opposition of the case, referencing a previous case that had been denied for commercial use on the property. The primary concern was the possibility for future commercial development if the applicant’s business ceased operations. Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 5 Robert Barnhouse, 6704 Curtis Road, spoke in opposition of the case, expressing concerns for traffic along Murphy Road with any commercial development. Yuri Sirotinski, 6804 Herbert Road, spoke in opposition of the case, with the main concern being increased traffic along Murphy Road. Sirotinski also stated that there were existing residential developments that had been designated for future commercial use. Rita Uzowihe, 6912 Benjamin Way, spoke in opposition of the case, stating that residential developments should remain residential. Uzowihe also expressed concerns about traffic along Murphy Road. Alexandra Gordon-Fitzsimmons, 6808 Herbert Road, spoke in opposition of the case, with the main concern being safety with increased traffic on Murphy Road. Gordon- Fitzsimmons agrees with the applicant on the importance of infrared therapy, but disagreed on the location of the business. Gwen Voltz, 1211 W Murphy Road, spoke in opposition of the case, expressing concerns about safety with increased traffic on Murphy Road and future commercial developments. Stephen L. Gordon, 6808 Herbert Road, spoke in opposition of the case, stating that Colleyville is a place to live comfortably and should not disrupt residential neighborhoods with commercial development. Gordon also expressed concerns about increased traffic. Christina Sirotinski, 6804 Herbert Road, spoke in opposition of the case, with her primary concern being safety with increased traffic on Murphy Road. Sirotinski also stated that she believed the business plans were not an accurate depiction of the planned development. David Furgerson, 7016 Benjamin Way, spoke in opposition of the case, expressing concerns about future commercial development on the property if the rezoning was approved and increased traffic that would come with it. Michelle Reilly, 3615 Cliffwood Drive, stated her opposition to the case. Tammy Hopper, 3611 Woodcrest Drive, spoke in opposition of the case, stating that residential neighborhoods do not have the infrastructure to support commercial development. Terry Weakley, 6801 Herbert Road, spoke in opposition of the case, expressing concerns about traffic and stating that modifications had already been made to the house. Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 6 With no one else wishing to speak, the public hearing was closed at 8:22 P.M. Saima Dost, the applicant, returned to answer concerns about her proposed development. Dost stated that no construction had begun to convert the home to commercial use. There was also discussion between Dost and Commissioner Obinabo regarding the ownership of the property and the next steps if the rezoning request was denied. There was further discussion between the Commissioners regarding the existing commercial development in the neighborhood. Commissioner Obinabo expressed gratitude for the public input. Commissioner Arnold stated that his vote would align with the Future Land Use Map. Commissioner Groves made a motion to deny Case ZC25-019. This was seconded by Commissioner Obinabo. The motion was carried by the following vote: Aye: 4 – Bevill, Savoie, Obinabo, and Groves Nay: 1 – Arnold 2e Consideration 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 Planner Bethany Lopez presented case ZC25-020 and briefed the Commission on the request. The applicant is requesting a Special Use Permit to operate a Veterinarian Clinic at 5615 Colleyville Boulevard, which is required as per the Land Development Code. Brad Hoepfner, the applicant, offered to answer any questions about his case. The proposed location is located next door to a pet grooming business. There was discussion regarding relief areas for the pets and safety measures. The public hearing was opened at 8:59 P.M. With no one wishing to speak, the public hearing was closed at 8:59 P.M. Commissioner Savoie made a motion to approve Case ZC25-020. This was seconded by Commissioner Arnold. The motion was carried by the following vote: Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 7 Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 2f Consideration of code amendments to the Land Development Code, Chapter 7, Sign Regulations, Case GC25-004 Community Development Director Ben Bryner presented the case and briefed the Commission on the potential code change. There was discussion regarding the proposed code changes about the sizing requirements for commercial real estate signage. The public hearing was opened at 9:12 P.M. With no one wishing to speak, the public hearing was closed at 9:12 P.M. Commissioner Bevill made a motion to approve Case GC25-004 with the Temporary Commercial Signs changed to be no larger than 4’ x 3’ and 6’ in height. This was seconded by Commissioner Groves. The motion was carried by the following vote: Aye: 5 – Bevill, Savoie, Obinabo, Arnold, and Groves Nay: 0 3. CITIZEN COMMENTS The public hearing was opened at 9:15 P.M. Jake Finnegan, 6608 Armstrong Court, expressed gratitude to the Planning and Zoning Commission and stated that this was the first meeting he had attended. Finnegan also voiced concerns for future development at the Northern Gateway near the Monterra subdivision. Community Development Director Ben Bryner explained the Future Land Use Map. With no one else wishing to speak the public hearing was closed at 9:21 P.M. 4. ADJOURNMENT The meeting adjourned at 9:21 p.m. The minutes were written and prepared by: Planning and Zoning Commission Minutes August 11, 2025 City of Colleyville Page 8 Bethany Lopez Bethany Lopez Planner The meeting minutes were approved on September 8, 2025, by a vote of X-X. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION MINUTES 100 Main Street, Colleyville, Texas, 76034 MONDAY, AUGUST 25, 2025 CALL MEETING TO ORDER EXECUTIVE CONFERENCE ROOM The City of Colleyville Planning and Zoning Commission Worksession Meeting was called to order by Chair Bevill on August 25, 2025, at 6:16 p.m. Roll Call Present: David Groves, David Ebert, Brandon Arnold, Jerome Obinabo, Claudia Bevill, Jerry Savoie, and Richard Remley Staff Present: Community Development Director Ben Bryner, Planning Manager Daniel Ponder, Planner Kristopher Potts, Planner Bethany Lopez, and Fire Marshal Rob Mckeown. 2. WORKSESSION AGENDA ITEMS 2a 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 AUGUST 11 PLANNING AND ZONING COMMISSION MEETING Planning Manager Daniel Ponder presented the case and briefed the Commission on the case stating the city has not received any new files. 2b Presentation and discussion of a Special Use Permit for a Dog Boarding use to operate on Lot 2A, Block 6R, of the Woodbriar Estates West Addition, located at 3811 Colleyville Boulevard, Case ZC25-021 Planning Manager Daniel Ponder presented and briefed the Commission on the case, there was discussion on the proposed outdoor relief area for the animals and how often it would be cleaned, there was also discussion regarding if there would be an overnight employee to watch the animals. Planning and Zoning Commission Worksession Minutes August 25, 2025 City of Colleyville Page 2 2c Presentation and discussion of a Special Use Permit for Alcoholic Beverage Sales-On-Premises Consumption on Lot 13R, Block 2, of the Thompson Terraces Subdivision, located at 5201 Colleyville Boulevard, Case ZC25-022 Planning Manager Daniel Ponder presented the case and briefed the Commission on the request, the previous special use permit for the property expired with a change of ownership and is being re-applied for. 2d Presentation and discussion of a Special Use Permit for an accessory building on Lot 14R, Pecan Park Estates, located at 5912 Ponderosa Street, Case ZC25-023 Director Ben Bryner presented the case and briefed the Commission on the rezoning request. There was discussion regarding the proposed site plan and how large the existing accessory building is. 2e Presentation and discussion of a Special Use Permit for a residential carport on Lot 40, Block 2, Tara Plantation Addition, located at 1410 Plantation Drive N, Case ZC25-024 Planner / Urban Forester Kristopher Potts presented the case and briefed the Commission on the special use permit request. There was discussion regarding the proposed plan, how the new carport would meet current land development code standards and the previously existing carport that has now been removed from the property. 3. ADJOURMENT The meeting adjourned at 6:45 p.m. The minutes were written and prepared by: Kristopher Potts Kristopher Potts Planner / Urban Forester The meeting minutes were approved on September 8, 2025 by a vote of X-X. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number - Agenda Date 9/8/2025 Type Public Hearing Agenda Items Department Community Development Title Consideration 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 AUGUST 11, 2025 PLANNING AND ZONING COMMISSION MEETING Explanation Boaz Bryant, the applicant, has submitted a request for a rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 5 and 6, Block 2, Lavaca Trail Addition, being approximately 2.9 acres. The purpose of the request is to rezone the property to PUD-C Planned Unit Development - Commercial to allow for a membership based car club. Existing Conditions/Background: The subject property, 8086 and 8078 Precinct Line Road, is zoned PUD-C Planned Unit Development - Commercial and is undeveloped. It is located east of the intersection of Precinct Line Road and Lavaca Trail. Proposed Zoning Change: The request is to rezone from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial to allow for a membership based car club. Analysis: The applicant is requesting to rezone to PUD-C Planned Unit Development - Commercial 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. Plat Status: The subject property is platted as Lots 5 and 6, Block 2, Lavaca Trail Addition. DRC Review: The DRC reviewed the request during their June 23, 2025, meeting and the case has been scheduled for the September 8, 2025, Planning and Zoning Commission meeting. Drainage: N/A Surrounding Development: The properties to the north, south, and west are zoned PUD-C Planned Unit Development - Commercial and improved with commercial real City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2a estate. The properties to the east are zoned R-40 Single Family Residential and improved with single family homes. Comprehensive Plan: The City’s comprehensive plan, Destination Colleyville, identifies the subject property for commercial development. The proposed request complies with the future land use designation. Tree Preservation: The development must comply with Chapter 5 (Urban Forestry) of the Land Development Code. Where any tree is slated for removal, no site grading, dirt disturbance or new construction may occur on the property until a Tree Removal Permit has been issued that is associated with an approved Tree Preservation Plan. In addition to the requirements for submittal of a Tree Removal Permit and Tree Preservation Plan, future development on the site must maintain the minimum existing protected tree canopy coverage as required in Chapter 5. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations within 1000 feet of the subject property regarding this request. Grapevine-Colleyville ISD, where the subject property is located, was notified per State law. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff is neutral on this request. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Supporting Document 6. Building Elevations 7. Zoning Exhibit Building Location 8. Zoning Exhibit 9. Flood Study 10. Notification Map 11. Notification Letter 12. Letter of Opposition 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 LYNDSEY TALBOT CIMMARONCRYSTAL LEGACYSTERLING SAWYER ARCADY ST ANDREWSCRESCENTLAVACA KAYSCHANTALEMMASLANTANA MARIEPRECINCT LINEK Residential Commercial Institutional Open Space; Parks 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 Future Land Use Map 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. Supporting Document Project Name: Side Car Club Applicant: Atticus Hamp Ownder Side Car Club Location: 8078 and 8086 Precinct Line RdColleyville, Texas Zoning Request: Planned Unit Development (PUD) Amendment Project Description Side Car Club is a proposed private, membership-based automotive club and lifestyle venue. Designed for car enthusiasts and collectors, the facility will provide secure, climate- controlled storage for luxury and classic vehicles, along with premium social amenities such as a lounge, event space, and curated programming. The development will include: - A modern showroom-style storage facility with space for up to 60 vehicles - A private bar and cigar lounge - Multi-use social event areas for members - Outdoor patios and green space for member gatherings and seasonal events Hours of Operation & Traffic Flow To minimize impact on the surrounding community, Side Car Club will operate during controlled hours: - Operating Hours: 10 AM – 10 PM (Tuesday – Sunday) - Access: Member-only, gated, by appointment or key fob - Traffic Volume: Low — estimated under 50 vehicle trips per day - Parking: On-site parking provided, no street parking required The site layout ensures that all traffic enters and exits from a single controlled driveway, reducing neighborhood intrusion. Utilities & Infrastructure The proposed site is adequately served by existing utilities. No significant upgrades are anticipated. Plans include: - Connection to city water and sewer - Fire and safety infrastructure compliant with city code - LED lighting with directional shielding to prevent light pollution Compatibility with Surrounding Area Side Car Club has been intentionally designed with scale, aesthetics, and operations that preserve the integrity of the surrounding residential and commercial zones: - Building height and massing will conform to city PUD guidelines - Landscaping buffers and fencing will screen the development from nearby properties - Events will be indoors or in limited outdoor areas buffered by greenery Community and Economic Benefit This project supports Colleyville’s economic goals while being sensitive to its suburban context: - Creation of local jobs (staff, maintenance, event services) - Increased property tax value and sales tax revenue from operations - Philanthropic and cultural events aligned with local organizations - Support for local hospitality, catering, and automotive vendors Development Timeline - Phase 1: Land Preparation & Utilities – Q4 2025 - Phase 2: Vertical Construction – Q1–Q3 2026 - Phase 3: Interior Build & Inspections – Q3 2026 - Opening Date (Estimated): Q4 2026 Conclusion Side Car Club offers a sophisticated, small-footprint development aligned with the City of Colleyville’s vision for upscale, responsible growth. The proposed amendment will allow for a unique land use that balances economic vitality with the community’s desire for peace, privacy, and character. 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 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 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 5920 5916 5924 5931 5927 5923 5919 5921 5922 5918 5800 5802 1101 8170 8188 8098 6204 6200 6208 6201 6212 6300 6304 6301 6213 6209 6205 8090 8080 8070 8074 8078 8086 5908 6113 6109 6105 6101 6212 5917 5913 5909 6208 6100 6204 6200 6112 6108 6104 5912 6213 6209 6205 6201 812 6200 6116 6112 6108 6104 6100 913 905 901 901905 6117 6113 6109 6105 900 819 830 826 822 818 814 810 812 8100 8190 8180 8096 8092 8060 6400 725 729 5912 6000 6004 6001 5913 5909 6524 6404 6400 64046405 6525 6200 6205 6204 6208 6212 6216 6220 6224 6228 6232 6300 6205 6209 6213 6217 6221 6225 6229 6233 6301 8060 8050 LYNDSEY TALBOT CIMMARONCRYSTAL LEGACYSTERLING SAWYER ARCADY ST ANDREWSCRESCENTLAVACA KAYSCHANTALEMMASLANTANA MARIEPRECINCT LINEK Buffer Subject Property Parcels to be notified 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 Notification Map NOTICE OF PUBLIC HEARING «Owner_Name» «Owner_Address» «Owner_City» «Owner_Zip» The City of Colleyville has scheduled public hearings concerning the below referenced request on the following dates and location: Planning and Zoning Commission Meeting: Monday, July 14, 2025 at 7:00 p.m. City Council Meetings: Tuesday, August 5, 2025 & Tuesday, August 19, 2025 at 7:00 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a rezoning from PUD-C, Planned Unit Development – Commercial to PUD-C, Planned Unit Development - Commercial on Lot 5 and 6, Block 2, of the Lavaca Trail Addition, located at 8086 and 8078 Precinct Line Road, Case ZC25-017. The request is to allow for a private membership based car club facility to be known as the Side Car Club. Zoning Case:ZC25-017 Applicant:Boaz Bryant Owner: Atticus Hamp Location:8086 and 8078 Precinct Line Rd Property Description:Lot 5 and 6, Block 2, Lavaca Trail Addition Present Zoning:PUD-C, Planned Unit Development Commercial This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address or email below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 Citizenletters@colleyville.com NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the Agenda Packet and Active Development Case map (please use your phone’s camera to scan QR code below): For additional information, please contact the Community Development Department at 817.503.1050. Please reference the zoning case number when requesting information. Kristopher Potts Kristopher Potts Planner From:Ben Bryner To:Daniel Ponder; Kristopher Potts; Bethany Lopez Subject:FW: Zoning Change: Case ZC25-017 Date:Monday, July 14, 2025 8:59:52 AM From: Matt Tuggey Sent: Monday, July 14, 2025 8:53 AM To: Ben Bryner <BBryner@colleyville.com>; MATT TUGGEY Subject: Zoning Change: Case ZC25-017 Dear Mr. Bryner, I am the owner of the buiding at 8090 Precinct Line in Colleyville, located next to the property requesting a zoning change. We operate the dental office and also lease spaces for two medical offices. We are missing a lot of information regarding a zoning change that might have a direct impact on our location. Please note our concerns: 1. What type of private club with what type of activities? How much parking will be available and what happens if overflow parking is needed? Currently, our parking lot is at full capacity, Monday through Saturday, 7:00am - 7:00pm 2. Will private events be held at this location? How will traffic flow and parking be handled? 3. Will the club serve alcohol? Currently, we have a liquor store one building over from ours. Consequently, we are routinely picking up disposable bottles of alcohol littering our property - apparently thrown away from people who are drinking and drving after their visit to the liqour store. Our concern is that a private club serving alcohol will add to the number of intoxicated drivers, possibly endangering our staff and customers (patients). 4. Will automobile maintenance be performed at this location? I cannot attend the meeting on the 14th, so feel free to submit this email to the board for consideration. Please acknowledge receipt. Sincerely Matt Tuggey Linles Properties, LTD Jean A. Tuggey DDS, PC and Associates Cosmetic and Family Dentistry of North Texas City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number - Agenda Date 9/8/2025 Type Presentation and Discussion Department Community Development Title Consideration of a Special Use Permit for a Dog Boarding use to operate on Lot 2A, Block 6R, of the Woodbriar Estates West Addition, located at 3811 Colleyville Boulevard, Case ZC25-021 Explanation Chene Verrett, the applicant, has submitted a request for a Special Use Permit (SUP) to operate a dog boarding business on Lot 2A, Block 6R, Woodbriar Estates West Addition, being approximately 0.46 acres and zoned CC-3 Highway Commercial. The SUP request is to allow for a dog boarding business, with an outdoor run, to operate in an existing building. Existing Conditions/Background: The subject property, 3811 Colleyville Boulevard, resides south of the intersection of Colleyville Boulevard and Cheek-Sparger Road, and has CC-3 Highway Commercial zoning. The property is developed as a multi-tenant building with suites available for retail use. The applicant has requested an SUP to operate a dog boarding business, with an outdoor run. SUP Request: The property is zoned CC-3 Highway Commercial district, which allows for a dog boarding business with approval of an SUP in accordance with Table 3.24.B - Schedule of Permitted Uses of the Land Development Code. Analysis: The SUP is requested to allow for the operation of a dog boarding business, with an outdoor run. The proposed development will provide boarding, grooming, and training services for pets. Most operations will occur during standard retail hours (7 a.m. to 7 p.m.), with appropriate ventilation and sound-proofing installation. Plat Status: The property is platted as Lot 2A, Block 6R, Woodbriar Estates West Addition. DRC Review: The DRC reviewed the request during their August 18, 2025, meeting and determined the case would be scheduled for the September 8, 2025, Planning and Zoning Commission meeting. Drainage: N/A Surrounding Development: The properties to the north, east, and west are zoned CC- 3 Highway Commercial and improved with commercial uses. The property to the City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2b southeast is zoned CN Neighborhood Commercial and improved with an institutional use. The properties to the south are zoned PUD-R Planned Unit Development – Residential and are improved with single family homes. Comprehensive Plan: The City’s comprehensive plan, Destination Colleyville, identifies the subject property for commercial development. The proposed SUP does not conflict with any portion of the comprehensive plan. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations within 1,000 feet of the subject property regarding this request. Grapevine-Colleyville ISD, where the subject property is located, was notified per State law. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff is neutral on this request. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Relief and Screening Plan 6. Floor Plan 7. Notification Map 8. Notification Letter 9. Letters of Opposition 10. Opposition Map 11. Opposition Report 12. Draft Ordinance 104 100 3919 200 4001 4003 105 4007 3725 3721 3717 3713 3709 3705 3701 100 3709 3704 3708 3705 3717 3717 3704 3708 212 208 204 200 3713 3709 3705 3716 111115 119203 207211 3721 3709 3705 3704 3708 3714 3718 3704 3708 3712 3716 3717 3713 3722 3809 37263801 3801 301 110114 3811 300 118202206210214 3901 3901 3907 3900 COLLEYVILLE BLVDCHEEK SP AR G ER RD BRENTWOOD CTSANBARLNWOODBINE DR M I D -C I T I E S BLVD W GREENBRIAR LN WOODCREST 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. ZC25-021 3811 Colleyville Blvd Aerial Map 104 100 3919 200 4001 4003 105 4007 3725 3721 3717 3713 3709 3705 3701 100 3709 3704 3708 3705 3717 3717 3704 3708 212 208 204 200 3713 3709 3705 3716 111115 119203 207211 3721 3709 3705 3704 3708 3714 3718 3704 3708 3712 3716 3717 3713 3722 3809 37263801 3801 301 110114 3811 300 118202206210214 3901 3901 3907 3900 COLLEYVILLE BLVDCHEEK SP AR G ER RD BRENTWOOD CTSANBARLNWOODBINE DR M I D -C I T I E S BLVD W GREENBRIAR LN WOODCREST DRR-15 CN CC-3 PUD-C R-20 PUD-C CC-1 PUD-R CC-2 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. ZC25-021 3811 Colleyville Blvd Zoning Map 104 100 3919 200 4001 4003 105 4007 3725 3721 3717 3713 3709 3705 3701 100 3709 3704 3708 3705 3717 3717 3704 3708 212 208 204 200 3713 3709 3705 3716 111115 119203 207211 3721 3709 3705 3704 3708 3714 3718 3704 3708 3712 3716 3717 3713 3722 3809 37263801 3801 301 110114 3811 300 118202206210214 3901 3901 3907 3900 COLLEYVILLE BLVDCHEEK SP AR G ER RD BRENTWOOD CTSANBARLNWOODBINE DR M I D -C I T I E S BLVD W GREENBRIAR LN WOODCREST DRK Residential Colleyville Blvd Corridor 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. ZC25-021 3811 Colleyville Blvd Future Land Use Map Nays Dream LLC d.b.a Statement of Objectfve Planning Business Name: Preppy Pet Established: 2003 Franchising Since: 2006 Current Locatfons: ~20 Natfonwide Business Overview: Preppy Pet provides a full range of pet care services, including Pet Boarding, Doggie Daycare, Training, Pet Apparel, and Grooming, with a focus on affordable, reliable, and high -quality service. One of our most popular offerings, Climate-Controlled All Day Dog Play, reflects our commitment to both innovatfon and the comfort of pets in our care. Business Objectfve: Our core objectfve is to deliver the very best care for pets at an affordable rate, ensuring peace of mind for pet owners while setting high standards in the pet services industry. We aim to provide a safe, clean, and fun environment for pets, while offering convenience and value to their owners. Short-Term Goals (6–12 months): • Strengthen operatfonal consistency across all franchise locatfons • Expand marketfng reach to increase brand awareness in underserved regions • Introduce additfonal service packages or seasonal promotfons to boost revenue • Enhance customer experience through digital tools (e.g., online booking, mobile updates) Long-Term Vision (3–5 years): • Add 3+ more franchise locatfons within the DFW area • Innovate in pet wellness offerings (e.g., enrichment actfvitfes, nutritfon add -ons) Nays Dream LLC d.b.a • Maintain our positfon as a leading provider of affordable pet care without compromising quality • Build partnerships with local rescues or community organizatfons to reinforce our commitment to animal welfare Operatfonal Details and Facility Standards: Hours of Operatfon: • Kennel Tech Hours: 7:00 AM – 7:00 PM, Every Day • Lobby Hours: o Monday–Friday: 7:00 AM – 12:00 PM and 2:00 PM – 7:00 PM o Saturday: 8:00 AM – 6:00 PM o Sunday: 11:00 AM – 5:00 PM • Pick-up/Drop-off: During lobby hours only Outdoor Relief and Dog Walking Protocol: • Dogs may be walked in groups of up to 5 in a fenced outdoor walking area. • Dogs within this area may be off-leash but are always monitored and never left unattended. • Group walk sessions typically last 10–15 minutes, with up to 5 sessions per day. Waste Management and Sanitatfon: • Waste is promptly scooped and disposed of in a covered trash container lined with 30- gallon heavy-duty bags. • Scoopers are disinfected in a designated bucket and cleaned daily. • Waste is double-bagged, securely tfed, and placed in a refuse container for weekly pickup. Exterior Cleaning and Treatment: • Exterior areas are treated with a disinfectant sprayer solutfon (per Procedures Manual) at least 3 tfmes per week or as needed. Nays Dream LLC d.b.a • Surfaces are rinsed with clean water, and standing water is removed using a broom or blower to prevent buildup. Interior Cleaning Protocols: • We use a hospital-grade Double Bucket Mop System to protect against cross- contaminatfon, including pathogens such as MRSA, Norovirus, HBV, HCV, HIV, and Parvovirus. • Our facilitfes are designed and maintained with a focus on cleanliness and odor control. Smell & Tell Tours: We proudly invite pet parents to partfcipate in our proprietary "Smell and Tell Tour," offering a behind-the-scenes look at our rigorous hygiene standards and the thoughtiul care provided to every pet. Facility Enhancements (In Progress): • New HVAC Units: Will be installed by the landlord, including air exchange for improved indoor air quality. • Soundproofing: Soundproofing will be added to the shared wall, extending from roof to floor, to further reduce noise transmission. Additfonally, fire caulking will be applied to all necessary joints and penetratfons to meet safety and code requirements. • Interior Additfons: A lobby, two luxury pet suites, and an office will be incorporated into the layout to improve functfonality and client experience. • Outdoor Play Area: The existfng drive-thru area will be converted into a small, attended outdoor play area for pets only. Play sessions will be limited to 10–15 minutes, with small groups to ensure close supervision and safety. Outdoor Area • The fenced outdoor area will feature a 8-foot stained wood fence, matched in color to the existing building, supported by meadow-style support poles. • Inside the fence, a 6-inch concrete curb (indicated in blue) will border the area (approximately 10' x 30'). This curb is designed to prevent water runoff into the parking lot. • The ground will be graded to create a 12–18 inch slope directing water toward a drain, which will be connected to the building’s plumbing system. • A turf drainage system will then be installed, topped with synthetic turf (shown in green). Cleaning and Maintenance of the Relief System • At the end of each day, the area will be thoroughly cleaned and sanitized. • Cleaning will utilize a hospital-grade Double Bucket Mop System, which disinfects all surfaces while preventing cross-contamination. This system is proven effective against a wide range of pathogens, including MRSA, Norovirus, HBV, HCV, HIV, and Parvovirus. Our facilities are maintained to the highest standards of cleanliness, sanitation, and odor control, ensuring a safe and hygienic environment. 10x30 area Inside the fence, a 6-inch concrete curb. 8-foot stained wood fence DD WHWH Suite C Suite C 1776 Sq Ft1776 Sq Ft GroomingGrooming CatCat LobbyLobby Luxury Suite, Luxury Suite, TV, Kennel GatesTV, Kennel Gates Metal DoorMetal Door w/1/2 Windoww/1/2 Window CustomerCustomer View WindowView Window 6'W x 3'H, 6'W x 3'H, 4' from Floor4' from Floor Office or Office or LuxuryLuxury SuiteSuite Luxury Suite, Luxury Suite, TV, Kennel GatesTV, Kennel Gates CustomerCustomer View WindowView Window 6'W x 3'H, 6'W x 3'H, 4' from Floor4' from Floor Suite BSuite B 1000 Sq Ft1000 Sq Ft 0 Ft²0 Ft² MopMop DogDog TubTub WasherWasher DryerDryer MicroMicro wavewave FridgeFridge New, To Be BuiltNew, To Be Built 8' High Solid Fence8' High Solid Fence300 Sq Ft300 Sq Ft Sound Sound ProofingProofing Roof Deck to Floor Roof Deck to Floor Shared Wall with Fireproof CaulkingShared Wall with Fireproof Caulking Outdoor WalkOutdoor Walk 13.03'13.03'0.6'0.6'60'60'0.6'0.6' 0.6'0.6'41.12'41.12'0.05'0.05'18.82'18.82'0.6'0.6'0.6'0.6'46.04'46.04'0.01'0.01'0.04'0.04'0.7'0.7'0.6'0.6'46.04'46.04'0.01'0.01'0.04'0.04'0.7'0.7' 104 100 3919 200 4001 4003 105 4007 3725 3721 3717 3713 3709 3705 3701 100 3709 3704 3708 3705 3717 3717 3704 3708 212 208 204 200 3713 3709 3705 3716 111115 119203 207211 3721 3709 3705 3704 3708 3714 3718 3704 3708 3712 3716 3717 3713 3722 3809 37263801 3801 301 110114 3811 300 118202206210214 3901 3901 3907 3900 COLLEYVILLE BLVDCHEEK SP AR G ER RD BRENTWOOD CTSANBARLNWOODBINE DR M I D -C I T I E S BLVD W GREENBRIAR LN WOODCREST DRK Subject Property Buffer Parcels to be notified 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. ZC25-021 3811 Colleyville Blvd Notification Map NOTICE OF PUBLIC HEARING «Owner_Name» «Owner_Address» «Owner_City» «Owner_Zip» The City of Colleyville has scheduled public hearings concerning the below referenced request on the following dates and location: Planning and Zoning Commission Meeting: Monday, September 8, 2025 at 7:00p.m. City Council Meetings: Wednesday, October 8, 2025 & Tuesday, October 21, 2025 at 7:00p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Special Use Permit for a Pet Boarding use on Lot 2A, Block 6R, Woodbriar Estates West Addition, located at 3811 Colleyville Boulevard, Case ZC25-021. The applicant is requesting to operate a pet boarding business. Zoning Case: ZC25-021 Applicant: Chene Verrett Owner: Castle Core, LLC. Location: 3811 Colleyville Boulevard Property Description: Lot 2A, Block 6R, Woodbriar Estates West Addition Present Zoning: CC-3 Highway Commercial This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address or email below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 Citizenletters@colleyville.com NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the Agenda Packet and Active Development Case map (please use your phone’s camera to scan QR code below): For additional information, please contact the Community Development Department at 817.503.1050. Please reference the zoning case number when requesting information. Daniel Ponder Daniel Ponder Planning Manager From: Callie Norris Sent: Thursday, August 28, 2025 11:35 AM To: Daniel Ponder <DPonder@colleyville.com> Subject: SPU- Case- ZC25-021-Pet Boarding Dear Daniel, Thank you for your time on the phone today. I represent the owner of the property at 3901 Colleyville Blvd, and I would like to express my concerns in writing regarding the proposed use of the property. Upon reviewing the area on Google Earth, it appears that there is no designated location for pets to use the bathroom near the subject property. Our property is the most inviting and closest option for pets to dispose of their business in proximity to the subject property, as our property has only limited landscaping available. I urge you to communicate my concerns to the Planning and Zoning Commission and advocate for the denial of this proposed use. Thank you for your attention to this matter. Sincerely, Callie Norris ICA Properties, Inc. 3919 37173717 208 203 207211 3721 37183717 3722 3809 37263801 3801 301 3811 300 202206210214 3901 3901 3907 3900 COLLEYVILLE BLVDWGREENBRIAR LN WOODCREST DRMID-CITIES BLVD CHEEK SPARGER RD K Subject Property Opposing Buffer_Protest 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. ZC25-021 3811 Colleyville blvd Opposition Map List of Opposing Properties Owner's NameAddress Percentage ICA PROPERTIES INC3901 COLLEYVILLE BLVD 23.29% WILLIAM GILCHRIST214 W GREENBRIAR LN 2.14% Address Count : 2 Total Percentage: 25.43% Page 1 of 1 Date : 8/28/2025 2:49 PM ORDINANCE O-25-XXXX AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON APPROXIMATELY 0.46 ACRES, BEING LOT 2A, BLOCK 6R, WOODBRIAR ESTATES WEST ADDITION, LOCATED AT 3811 COLLEYVILLE BOULEVARD, BY AUTHORIZING A SPECIAL USE PERMIT FOR A DOG BOARDING FACILITY; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00) AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a Special Use Permit to allow for a dog boarding facility to operate under Case ZC25-021; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to amend the City’s zoning ordinance; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration to, among other things, the character of the City’s zoning districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the City Council is of the opinion that the change in zoning provided for herein should be made, in compliance with the City Charter, and state law with reference to changes to zoning classifications under the City’s zoning ordinance and zoning map, having given the requisite notices required by law and having held public hearings affording all interested persons and property owners a full and fair opportunity to be heard. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by authorizing a Special Use Permit to allow for a dog boarding facility to operate on 0.46 acres, being Lot 2A, Block 6R, Woodbriar Estates West Addition, located at 3811 Colleyville Boulevard, as depicted on the attached as Exhibit “A”. Ordinance O-25-XXXX Page 2 of 3 Sec. 2. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Comprehensive Zoning Ordinance of the City of Colleyville as heretofore amended, and as amended herein. Sec. 3. THAT the above described tract of land shall be subject to the following conditions: 1. GENERAL a. The Special Use Permit shall apply to the dog boarding business known as Preppy Pet, only. b. It shall be generally consistent with the floor plan as depicted on the attached Exhibit “B”. c. It shall conform to the screening and relief plan as depicted in Exhibit “C”. d. The Special Use Permit shall authorize Preppy Pet to perform the scope of services as depicted on the attached as Exhibit “D”. e. The Special Use Permit shall automatically expire upon the abandonment of the business, change in use, a change in ownership or upon the expiration or termination of the Certificate of Occupancy. f. All requirements of the Land Development Code shall be met, except where amended herein. Sec. 4. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 5. THAT if any section, paragraph, subdivision, clause, phrase or provision of this ordinance shall be judged invalid or unconstitutional, the same shall not affect the validity of this ordinance as a whole or any portion thereof other than that portion so decided to be invalid or unconstitutional. Ordinance O-25-XXXX Page 3 of 3 Sec. 6. THAT in addition to and accumulative of all other penalties, the City shall have the right to seek injunctive relief for any and all violations of this ordinance. Sec. 7. THAT this ordinance shall take effect immediately from and after its passage subject to the publication of the caption, as the law or charter in such cases may provide. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 8th day of October 2025. The second reading and public hearing being conducted on the 21st day of October 2025. APPROVED BY A VOTE OF _ AYES, _ NAYS ON THIS THE 21ST DAY OF OCTOBER 2025. Mayor Bobby Lindamood Aye Mark Alphonso, Place 2 Aye Mayor Pro Tem Brandi Elder Aye Ben Graves, Place 4 Aye Deputy Mayor Pro Tem Scotty Richardson Aye Tim Raine, Place 6 Aye Kimberly Holt Gunderson, Place 5 Aye ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Bobby Lindamood City Secretary Mayor APPROVED AS TO FORM: Whitt Wyatt City Attorney Exhibit “A” - Location and Zoning Map MLPUDR CC2 Exhibit “B” – Floor Plan Exhibit “C” – Screening and Relief Plan Exhibit “D” – Scope of Services City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number - Agenda Date 9/8/2025 Type Presentation and Discussion Department Community Development Title Consideration of a Special Use Permit for Alcoholic Beverage Sales-On-Premises Consumption on Lot 13R, Block 2, of the Thompson Terraces Subdivision, located at 5201 Colleyville Boulevard, Case ZC25-022 Explanation Lisa Pardo, the applicant, has submitted a request for a Special Use Permit (SUP) to allow for alcohol sales on Lot 13R, Block 2, Thompson Terraces Subdivision, being approximately 0.69 acres and zoned CC-1 Village Retail. The SUP request is to continue the sale of alcohol following a change in ownership. Existing Conditions/Background: The subject property, 5201 Colleyville Boulevard, resides at the intersection of Colleyville Boulevard and Thompson Terrace and has CC-1 Village Retail zoning. The property is developed as the Stone House Restaurant. The applicant is requesting an SUP to continue the sale of alcohol following a change in ownership. SUP Request: Alcohol beverage sales and consumption require a Special Use Permit in accordance with the Land Development Code. The restaurant currently operates with an approved SUP, but needs to reapply following a change in ownership. Analysis: The SUP is requested to allow for on-premises alcohol sales/consumption at Stone House Restaurant. The restaurant currently operates with an SUP to serve alcohol, which terminates once the ownership is changed. Plat Status: The property is platted as Lot 13R, Block 2, Thompson Terraces Subdivision. DRC Review: The DRC reviewed the request during their August 18, 2025, meeting and determined the case would be scheduled for the September 8, 2025, Planning and Zoning Commission meeting. Drainage: N/A Surrounding Development: The properties to the north, south, and west are zoned CC-1 Village Retail and improved with commercial uses. The properties to the east are zoned R-20 Single Family Residential and improved with single family homes. City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2c Comprehensive Plan: The City’s comprehensive plan, Destination Colleyville, identifies the subject property for commercial development. The proposed SUP does not conflict with any portion of the comprehensive plan. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations within 1,000 feet of the subject property regarding this request. Grapevine-Colleyville ISD, where the subject property is located, was notified per State law. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff recommends approval for this request. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Existing Ordinance 5. Notification Map 6. Notification Letter 7. Draft Ordinance 5232 5300 5200 5300 4908 5005 5105 5101 5108 5309 5301 1105 11045303 5112 5113 5012 5004 5310817 5320820 11091105 1100 1104 1108 11091105 1100 1104 1116 1105 1100 1104 1108 1116 12001120 5131 5129 5125 5121 5117 1105 5113 5109 5105 5101 5013 5009 5005 5001 1201 1100 1104 1108 1112 1116 1120 1124 11281100 5307 5301 5309 5100 5016 5010 5008 5004 5017 5025 5101 5115 5117 5104 5113 5121 5201 5009 5017 5021 5025 5109 5113 1221 5311 35 2626 265062 33 33 8585 85 3034 34 34 35 17 37 37 51 51 51 13 13 18 3848 53 50 24 41 5000 5201 5201 5204 14 16 5209 5150 5108 5226 53125313 1104 5005 5013 5100 5109 5104 5000 MAIN ST PLEASANT RUN RDPROFESSIONAL CT VIL L A G E L N RIVERWALK CTCOLLEYVILLE BLVDPIAZZA LN SAN GABRIEL AVECENTRAL DR VERANDA LN SABINE CT NUECES CT GUADALUPE CT OAKTIMBERSCTMISSION LNTHOMPSON TERRK 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. ZC25-022 5201 Colleyville Blvd Aerial Map 5232 5300 5200 5300 5005 5105 5101 5108 5309 5301 1105 11045303 5112 5113 5012 5004 5310817 5320820 11091105 1100 1104 1108 11091105 1100 1104 1116 1105 1100 1104 1108 1116 12001120 5131 5129 5125 5121 5117 1105 5113 5109 5105 5101 5013 5009 5005 5001 1201 1100 1104 1108 1112 1116 1120 1124 11281100 5307 5301 5309 5100 5016 5010 5008 5004 5017 5025 5101 5115 5117 5104 5113 5121 5201 5009 5017 5021 5025 5109 5113 1221 5311 35 2626 265062 33 33 8585 85 303434 34 35 17 37 37 51 51 51 13 13 18 3848 53 50 24 41 5000 5201 5201 5204 14 16 5209 5150 5108 5226 53125313 1104 5005 5013 5100 5109 5104 5000 MAIN ST PLEASANT RUN RDPROFESSIONAL CT VIL L A G E L N RIVERWALK CTCOLLEYVILLE BLVDPIAZZA LN SAN GABRIEL AVECENTRAL DR VERANDA LN SABINE CT NUECES CT GUADALUPE CT OAKTIMBERSCTMISSION LNTHOMPSON TERRCC-1 CC-1 CPO AG CC-2 PUD-C AG CN CC-1 PUD-R CN PUD-C CC-1 CN R-20 CC-2 RE CC-1 CN 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. ZC25-022 5201 Colleyville Blvd Zoning Map 5232 5300 5200 5300 4908 5005 5105 5101 5108 5309 5301 1105 11045303 5112 5113 5012 5004 5310817 5320820 11091105 1100 1104 1108 11091105 1100 1104 1116 1105 1100 1104 1108 1116 12001120 5131 5129 5125 5121 5117 1105 5113 5109 5105 5101 5013 5009 5005 5001 1201 1100 1104 1108 1112 1116 1120 1124 11281100 5307 5301 5309 5100 5016 5010 5008 5004 5017 5025 5101 5115 5117 5104 5113 5121 5201 5009 5017 5021 5025 5109 5113 1221 5311 35 2626 265062 33 33 8585 85 3034 34 34 35 17 37 37 51 51 51 13 13 18 3848 53 50 24 41 5000 5201 5201 5204 14 16 5209 5150 5108 5226 53125313 1104 5005 5013 5100 5109 5104 5000 MAIN ST PLEASANT RUN RDPROFESSIONAL CT VIL L A G E L N RIVERWALK CTCOLLEYVILLE BLVDPIAZZA LN SAN GABRIEL AVECENTRAL DR VERANDA LN SABINE CT NUECES CT GUADALUPE CT OAKTIMBERSCTMISSION LNTHOMPSON TERRK Residential Commercial Colleyville Blvd Corridor Open Space; Parks 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. ZC25-022 5201 Colleyville Blvd Future Land Use Map ORDINANCE 0-22-2216 AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP BY CHANGING THE ZONING ON LOT 13R, BLOCK 2 OF THE THOMPSON TERRACES ADDITION, LOCATED AT 5201 COLLEYVILLE BOULEVARD, BY AUTHORIZING A SPECIAL USE PERMIT FOR THE SALE OF ALCOHOLIC BEVERAGES FOR ON -PREMISE CONSUMPTION; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a Special Use Permit for the sale of alcoholic beverages for on -premise consumption for Case No. ZC22-027; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to amend the City's zoning ordinance; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration to, among other things, the character of the City's zoning districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the City Council is of the opinion that the change in zoning provided for herein should be made, in compliance with the City Charter, and state law with reference to changes to zoning classifications under the City's zoning ordinance and zoning map, having given the requisite notices required by law and having held public hearings affording all interested persons and property owners a full and fair opportunity to be heard. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT all the foregoing premises and findings are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. Sec. 2. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by changing the zoning on Lot 13R, Block 2, of the Thompson Ordinance 0-22-2216 Page 2 of 3 Terraces Addition, located at 5201 Colleyville Boulevard, by authorizing a Special Use Permit for the sale of alcoholic beverages for on -premises consumption, as depicted on Exhibit "A", Exhibit "B", and Exhibit "C". Sec. 3. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Land Development Code of the City of Colleyville as heretofore amended, and as amended herein. Sec. 4. THAT the above described tract of land shall be subject to the following conditions: I.GENERAL a. The Special Use Permit shall apply to the sale of alcoholic beverages for on -premises consumption in conjunction with a restaurant use only. b. The name of the business authorized for on -premises consumption alcohol sales by this Special Use Permit shall be called "Stone House Restaurant and Wine Bar". c. The Special Use Permit shall automatically expire upon the abandonment of the business, change in the use, a change in ownership or upon the expiration or termination of the Certificate of Occupancy. d. All requirements of the Land Development Code shall be met, except where amended herein. 2. HOURS OF OPERATION a. The hours of operation shall not exceed the following schedule: Monday and Tuesday: 4:00 p.m. - 9:00 p.m. Wednesday - Saturday: 4:00 p.m. - 10:00 p.m. Closed on Sundays Sec. 5. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance 0-22-2216 Page 3 of 3 Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 6. THAT it has been found that there has been a change in conditions in the above described property, it is now necessary that it be given the above zoning classification in order to permit its proper development and in order to protect the public interest, comfort and general welfare, and requires that this ordinance shall take effect immediately from and after its passage. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 6th day of September 2022. The second reading and public hearing being conducted on the 20th day of September 2022. PASSED AND APPROVED BY A VOTE OF 7 AYES, 0 NAYS, ON THIS THE 20th DAY OF SEPTEMBER 2022. Mayor Bobby Lindamood Aye Mayor Pro Tern Kathy Wheat Aye Brandi Elder, Place 1 Aye George Bond, Place 2 Aye George Dodson, Place 4 Aye Chuck Kelley, Place 5 Aye Callie Rigney, Place 6 Aye ATTEST: Christine Loven, TRMC City Secretary APPROVED AS TO FORM: W yatt City Attorney ITY OF COLLEYVILLE If Bobby L n mood Mayor Exhibit "A" - Zoning Map r 5209 I 51 2 j Exhibit "C" — Site Exhibit F- 01z p q fill 6u.pong 0 *92 uosdwoqj 5232 5300 5200 5300 4908 5005 5105 5101 5108 5309 5301 1105 11045303 5112 5113 5012 5004 5310817 5320820 11091105 1100 1104 1108 11091105 1100 1104 1116 1105 1100 1104 1108 1116 12001120 5131 5129 5125 5121 5117 1105 5113 5109 5105 5101 5013 5009 5005 5001 1201 1100 1104 1108 1112 1116 1120 1124 11281100 5307 5301 5309 5100 5016 5010 5008 5004 5017 5025 5101 5115 5117 5104 5113 5121 5201 5009 5017 5021 5025 5109 5113 1221 5311 35 2626 26506262 33 33 85 85 85 303434 34 35 35 17 37 37 51 51 51 13 13 18 3848 53 50 24 41 5000 5201 5201 5204 14 16 5209 5150 5108 5226 53125313 1104 5005 5013 5100 5109 5104 5000 MAIN ST PLEASANT RUN RDPROFESSIONAL CT VIL L A G E L N RIVERWALK CTCOLLEYVILLE BLVDPIAZZA LN SAN GABRIEL AVECENTRAL DR VERANDA LN SABINE CT NUECES CT GUADALUPE CT OAKTIMBERSCTMISSION LNTHOMPSON TERRK Subject Property Buffer Parcels to be notified 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. ZC25-022 5201 Colleyville Blvd Notification Map NOTICE OF PUBLIC HEARING «Owner_Name» «Owner_Address» «Owner_City» «Owner_Zip» The City of Colleyville has scheduled public hearings concerning the below referenced request on the following dates and location: Planning and Zoning Commission Meeting: Monday, September 8, 2025 at 7:00p.m. City Council Meetings: Wednesday, October 8, 2025 & Tuesday, October 21, 2025 at 7:00p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Special Use Permit for Alcohol Beverage Sales – On- Premises Consumption on Lot 13R, Block 2, Thompson Terraces Subdivision, located at 5201 Colleyville Boulevard, Case ZC25-022. The applicant is requesting a Special Use Permit to continue the sale of alcohol following a change in ownership. Zoning Case: ZC25-022 Applicant: Lisa Pardo Owner: Sunder Holdings, LLC. Location: 5201 Colleyville Boulevard Property Description: Lot 13R, Block 2, Thompson Terraces Subdivision Present Zoning: CC-1 Village Retail This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address or email below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 Citizenletters@colleyville.com NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the Agenda Packet and Active Development Case map (please use your phone’s camera to scan QR code below): For additional information, please contact the Community Development Department at 817.503.1050. Please reference the zoning case number when requesting information. Daniel Ponder Daniel Ponder Planning Manager ORDINANCE O-25-XXXX AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP BY CHANGING THE ZONING ON LOT 13R, BLOCK 2 OF THE THOMPSON TERRACES SUBDIVISION, LOCATED AT 5201 COLLEYVILLE BOULEVARD, BY AUTHORIZING A SPECIAL USE PERMIT FOR THE SALE OF ALCOHOLIC BEVERAGES FOR ON-PREMISE CONSUMPTION; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for on-premise consumption of alcohol under Case No. ZC25-022; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to enact a new zoning ordinance; and WHEREAS, the City Council has appointed a Planning and Zoning Commission to recommend the boundaries of the various original zoning districts and appropriate regulations be enforced therein and to recommend a new zoning ordinance; and WHEREAS, the Planning and Zoning Commission has divided the City into districts and has prepared regulations pertaining to such districts in accordance with a comprehensive plan and designed to lessen congestion in the streets; to secure safety from fire, panic, and other dangers; to promote health, general welfare; to provide adequate light and air; to prevent the overcrowding of land; to avoid undue concentration of population; to facilitate the adequate provision of transportation, water, sewerage, schools, parks, and other public requirements; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration to, among other things, the character of the districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the Planning and Zoning Commission of the City of Colleyville and the City of Colleyville City Council, in compliance with the Charter of the City of Colleyville, and State Law with reference to changes to zoning classifications under the Zoning Ordinance Regulations and Zoning Map, having given the requisite notices Ordinance O-25-XXXX Page 2 of 4 by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all the property owners generally, and to the persons interested and situated in the affected area and in the vicinity thereof, the governing body of the City of Colleyville is of the opinion that said change in zoning should be made. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT all the foregoing premises and findings are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. Sec. 2. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by changing the zoning on Lot 13R, Block 2, of the Thompson Terraces Subdivision, located at 5201 Colleyville Boulevard, by authorizing a Special Use Permit for the sale of alcoholic beverages for on-premise consumption, as depicted on Exhibit “A”, Exhibit “B”, and Exhibit “C”. Sec. 3. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Land Development Code of the City of Colleyville as heretofore amended, and as amended herein. Sec. 4. THAT the above described tract of land shall be subject to the following conditions: 1. GENERAL a. The Special Use Permit shall apply to the sale of alcoholic beverages for on-premise consumption in conjunction with a restaurant use only. b. The name of the business authorized for on-premise consumption alcohol sales by this Special Use Permit shall be called “Stone House Restaurant”. c. Live music shall be limited to acoustic instruments only and shall remain subject to all state and local noise regulations. No amplification or loud speakers shall be used in connection Ordinance O-25-XXXX Page 3 of 4 with any live music within the interior or exterior of the premises. d. The Special Use Permit shall automatically expire upon the abandonment of the business, a change in the use, or upon the extermination or termination of the Certificate of Occupancy. e. All requirements of the Land Development Code shall be met, except where amended herein. 2. HOURS OF OPERATION a. The hours of operation shall not exceed the following schedule: Monday & Tuesday: 4:00 p.m. – 9:00 p.m. Wednesday – Saturday: 4:00 p.m. – 10:00 p.m. Closed on Sundays Sec. 5. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 6. THAT it has been found that there has been a change in conditions in the above described property, it is now necessary that it be given the above zoning classification in order to permit its proper development and in order to protect the public interest, comfort and general welfare, and requires that this ordinance shall take effect immediately from and after its passage. Ordinance O-25-XXXX Page 4 of 4 AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 8th day of October 2025. The second reading and public hearing being conducted on the 21st day of October 2025. APPROVED BY A VOTE OF ___ AYES AND ___ NAYS ON THIS THE 21ST DAY OF OCTOBER 2025. Mayor Bobby Lindamood Aye Mark Alphonso, Place 2 Aye Mayor Pro Tem Brandi Elder Aye Ben Graves, Place 4 Aye Deputy Mayor Pro Tem Scotty Richardson Aye Tim Raine, Place 6 Aye Kimberly Holt Gunderson, Place 5 Aye ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Bobby Lindamood City Secretary Mayor APPROVED AS TO FORM: Whitt Wyatt City Attorney Exhibit “A” – Zoning Map Exhibit “B” – Aerial Map Exhibit “C” – Site Exhibit City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number - Agenda Date 9/8/2025 Type Presentation and Discussion Department Community Development Title Consideration of a Special Use Permit for an accessory building on Lot 14R, Pecan Park Estates, located at 5912 Ponderosa Street, Case ZC25-023 Explanation Glen Cruson, the applicant, has submitted a request for a Special Use Permit (SUP) to allow for an accessory building on Lot 14R, Pecan Park Estates, being approximately 0.36 acres and zoned R-15 Single Family Residential. The request is to allow for an accessory structure that does not conform to Land Development Code, Section 3.27(A)(2)(a). Existing Conditions/Background: The subject property, 5912 Ponderosa Street, resides southwest of the intersection of Ponderosa Street and Hardage Lane and has R- 15 Single Family Residential zoning. The property is developed as a single family home. The applicant has requested an SUP to allow for an accessory structure that, together with another accessory building on the lot, exceeds 4% of the lot coverage allowed by the Land Development Code. SUP Request: The proposed total accessory structure area would exceed 4% of the total lot coverage, which is the maximum allowed by the Land Development Code. Analysis: The lot has a square footage of 15,823, which allows 633 square feet for accessory buildings (4%). The proposed accessory structure would be approximately 336 square feet. Combined with an existing accessory structure on the property, the total coverage would be 803 square feet, exceeding the allowed 633 square feet as per the Land Development Code. Thus, the SUP is required in order to construct the accessory building as proposed. Plat Status: The property is platted as Lot 14R, Pecan Park Estates. DRC Review: The DRC reviewed the request during their August 18, 2025, meeting and determined the case would be scheduled for the September 8, 2025, Planning and Zoning Commission meeting. Drainage: N/A Surrounding Development: The properties to the north and west are zoned R-20 Single Family Residential and are improved with single family homes. The properties to City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2d the east and south are zoned CC-1 Village Retail and are improved with commercial uses. The properties to the northeast are zoned R-15 Single Family Residential and are improved with single family homes. Comprehensive Plan: The City’s comprehensive plan, Destination Colleyville, identifies the subject property for residential development. The proposed SUP does not conflict with any portion of the comprehensive plan. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations within 1,000 feet of the subject property regarding this request. Grapevine-Colleyville ISD, where the subject property is located, was notified per State law. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: Staff is neutral on this request. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Site Plan 6. Elevations 7. Impervious Coverage 8. Framing Plan 9. Electrical Plan 10. Foundation Plan 11. Notification Map 12. Notification Letter 13. Draft Ordinance HARDAGE LN COLLEYVILLE BLVDTUSCANY DR HALL JOHNSON RD HIDDEN OAKS DRBOGART DR MILAN CTRONNA CTPONDEROSA STPARK CTK 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. ZC25-023 5912 Ponderosa St Aerial Map HARDAGE LN COLLEYVILLE BLVDTUSCANY DR HALL JOHNSON RD HIDDEN OAKS DRBOGART DR MILAN CTRONNA CTPONDEROSA STPARK CTAG R-20 CN AG CC-1 CC-1 PUD-C R-20 AG CC-1 R-20 PUD-C CC-1 CN CC-2CC-2 R-40 CC-2 PUD-R CPO ML PUD-C PUD-C AG AGAG 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. ZC25-023 5912 Ponderosa St Zoning Map HARDAGE LN COLLEYVILLE BLVDTUSCANY DR HALL JOHNSON RD HIDDEN OAKS DRBOGART DR MILAN CTRONNA CTPONDEROSA STPARK CTK Residential Institutional Colleyville Blvd Corridor Open Space; Parks 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. ZC25-023 5912 Ponderosa St Future Land Use Map Eric and Misty Riddle 5912 Ponderosa Street Colleyville, TX 76034 August 5, 2025 Mr. Ben Bryner, AICP Director of Community Development City of Colleyville 100 Main Street Colleyville, TX 76034 Re: Statement of Planning ObjecƟves - Zoning ExcepƟon Request – 5912 Ponderosa Street Dear Mr. Bryner, We are wriƟng to respecƞully request approval of a zoning excepƟon to allow for the construcƟon of a 14’ x 24’ accessory structure in the backyard of our residence at 5912 Ponderosa Street. We understand this request places us 170 square feet above the allowable limit for total accessory building square footage on our lot. We have lived in Colleyville for nearly 20 years and proudly consider it our lifelong home. While many friends have chosen to reƟre elsewhere, we remain commiƩed to this city and are invesƟng in our property to make it our lifeƟme home. SupporƟng Colleyville’s businesses and maintaining a home that reflects the character of the community are both important to us. The purpose of this shed is to complete a long-envisioned renovaƟon of our backyard and enhance its enjoyment. The structure will be used exclusively as a personal golf simulator and small viewing area for watching televised sports — it will not serve as an office, guest house, or living space. Its design will match our home in both paint and trim, and we intend to landscape the surrounding area to further beauƟfy and integrate it into the yard. The shed will also serve an important funcƟonal purpose by restoring a visual and auditory buffer between our home and a nearby automoƟve body repair shop. This natural buffer was previously provided by mature trees that did not survive recent drainage improvements on our street. The shed will help restore some of the tranquility and privacy that made our backyard a retreat. We are aware that several neighboring properƟes have similar accessory structures, and we believe our proposed shed will be consistent with the residenƟal character of the area. Our project meets all setback and placement requirements; the only trigger for this request is the square footage threshold. The shed material will be LP Smart Siding in white which will match our home color. The roof material will be a gray shingle which will also match our home. The roof pitch will also match the exisƟng house. To summarize the request, our lot size is 15,823 SF. 4% of this amount is 633 SF. The exisƟng accessory structure is 467 SF which is 3.1% of the total. The new shed would add an addi Ɵonal 336 SF for a total of 803 SF or 5.1% of the total or 1.1% over the limit. We are respecƞully requesƟng approval of a zoning excepƟon to allow for this building. We appreciate your consideraƟon of this excepƟon as we work to finalize our vision for our home and backyard. Should you or the Planning and Zoning Commission require addi Ɵonal informaƟon, we would be happy to provide it or aƩend a meeƟng in support of this request. Kindest Regards, Eric and Misty Riddle Leland's Sheds Grandview, TX, 76050 817-768-5199 sheds@lelandsbarns.com SYMBOL LEGEND D1 French Doors - 15 Light (Out-swing)T1 10 Lite Dormer Transom Window W1 14"x21" Playhouse Window W2 3'x4' Insulated Window C1 Outlet C2 Switch C3 Exterior GFI Outlet C4 200A Panel with 12-2 Wiring D2 6x6 Wood Double Doors (Out-swing)C5 6' Dormer with 10 Lite Closed Wall Dealer Information Name: Leland's Sheds Email: sheds@lelandsbarns.com Delivery Information Delivery Location: Texas Structure Details Style: Chalet Sidewall Height: 7'9" Walls Size: 14x24 6' Dormer with 10 Lite 6' Dormer with 10 Lite Base: 4 Pressure Treated 4x6 Runners Siding: LP Smart Panel Siding Roof Pitch: 7/12 Pitch Roof Overhang: 12" Gable Overhang Siding Color: White Trim Color: Cape Cod Grey Roof Color: Estate Gray Roof Material: Shingles Doors & Ramps French Doors - 15 Light (Out-swing) Color: Cape Cod Grey 6x6 Wood Double Doors (Out-swing) Color: Cape Cod Grey Windows & Accessories 10 Lite Dormer Transom Window Color: White 14"x21" Playhouse Window Color: White Shutters: Shutters Shutters Color: Cape Cod Grey 14"x21" Playhouse Window Color: White Shutters: Shutters Shutters Color: Cape Cod Grey 3'x4' Insulated Window Color: White Shutters: Solid Shutters Shutters Color: Cape Cod Grey 3'x4' Insulated Window Color: White Shutters: Solid Shutters Shutters Color: Cape Cod Grey Flooring & Interior Flooring: 3/4 LP Smart Floor Floor Joist: 2x6 Pressure Treated 12” O.C. Loft: No Loft Electrical Package Heavy Duty 200A Panel with 12-2 Wiring Switch Exterior GFI Outlet Outlet Interior Wall: 2x4 Wall Studs on 16" Centers Interior Roof: Radiant Barrier Roof Decking 7/16 OSB Additional Options Built On Site 14' or 16' Full Width 14' or 16' Full Width Strapping for Anchor Prep (Qty. 8) 2x4 Treated2x4 Treated4x6 Treated4x6 Treated2x4 Treated2x4 Treated2x4 Treated2x4 Treated2x4 Treated2x4 Treated Joist2x4 Treated2x4 Treated4x6 Treated4x6 Treated2x4 Treated2x4 Treated Joist4x6 Treated4x6 Treated2x4Treated2x4 Treated Joist4x6 Treated2x4Treated2x4 Treated Joist4x6 Treated4x6 Treated2x6 Treated Band2x6 Treated2x6 Treated Band2x6 Treated Joist4x6 TreatedValue Dimensions areestimate Eave to Eave 14', 16' & 18' Wides Wall to Wall All Buildings Measured Sidewall to Sidewall All Buildings measure as shown. ASK DEALER FOR INFORMATION 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 8' & 10' widths have (2) Runners 12', 14', 16' & 18' widths have (4) Runners 8' Wide - 11' 8" High10' Wide - 12' 3" High12' Wide - 12' 8" High14' Wide - 13' 3" High16' Wide - 13' 11" High7/12° Roof Pitch Chalet 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 12" OC 4x6 SYP Treated Runners 2x8 Top Plate 9x7 Garage Door Framed Header Premium Exterior Paint 12', 14' & 16' widths have (4) Runners 12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Garage 7' 9" Inside Height7' 9" Inside Height 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 4' Deep Porch 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 10' 3" High10' Wide - 10' 9" High12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Cabinette 7' 9" Inside Height 6x6 Cedar Porch Posts 5/4 Treated Deck Boards 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 12" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 12', 14' & 16' widths have (4) Runners 12' Wide -14' Wide -16' Wide - 3/12° Roof Pitch Cottage 7' 9" Inside Height 6' Porch 5/4 Treated Deck Boards 6x6 Cedar Porch Posts Door is shown on side for reference Standard is entry on the porch 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 6' w = 8' 10" / 8' w =10' 3" High10' Wide - 6' w = 9' 3" / 8' w = 10' 9" High12' Wide - 6' w = 10' 3" / 8' w = 11' 9" High14' Wide - 6' w = 10' 8" / 8' w = 12' 1" High16' Wide - 6' w = 11' 1" / 8' w = 12' 6" High 5/12° Roof Pitch Utility Shed 6' 6" Inside Height End Vent End Vent End Vent End Vent End Vent 2x4 SPF #2 Rafters 24" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 11' 2" High (8' walls 12' 7")10' Wide - 11' 6" High (8' walls - 12' 11")12' Wide - 11' 10" High (8' Walls - 13' 3")14' Wide - 12' 2" High (8' Walls 13' 7")16' Wide - 12' 6" High (8' Walls - 13' 11") Lofted Barn 6' 6" Inside Height End Vent 2x6 SPF #2 Loft Joists 8' & 10' Wide have 2x4 Loft Joists 7/16" OSB Loft Decking 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners Lofted Barn 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners 8' Wide - 10' 1" High10' Wide - 10' 4" High12' Wide - 10' 7" High Salt Box Roof Garden Shed 6' 6" Inside Height End Vent 2x3 Aluminum Window 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x4 SYP Treated Joists 16" OC 4x6 SYP Treated Runners Smart Soffit 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners Single Slope Roof Studio Shed Transom Window ~ 6' 6" Inside HeightAll Widths - 8' High18' Wide - 14' 7" High2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks Door and Window is standard on the front Shown on the side for reference only Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips -Truss & Joists 5'-2"3'-5" 1'-6" 3'-3" 1'-6" 16' 15'-5" inside wall to wall 2'-4"2'-4"5'-2"2'-2"2'-2"5'-2" 12' 11'-5" inside wall to wall 2'-1 1/2"5'-2" 2'-1 1/2" 9'-5" inside wall to wall 10' 1'-1 1/2" 5'-2" 1'-1 1/2" 7'-5" inside wall to wall 8' 13'-5" inside wall to wall 14' 1'-6"1'-6" 2'-1 1/2" 9'-5"inside wall to wall 1'-1 1/2" 7'-5"inside wall to wall 5'-2"3'-10" 1'-6" 3'-10" 1'-6" 17' 16'-5" inside wall to wall 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated2x4 Treated 2x4 Treated2x4 Treated 2x4 Treated Joist 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated Joist 4x6 Treated 4x6 Treated 2x4Treated 2x4 Treated Joist 4x6 Treated 2x4Treated 2x4 Treated Joist 4x6 Treated 4x6 Treated 2x6 Treated Band 2x6 Treated 2x6 Treated Band 2x6 Treated Joist 4x6 Treated Value Dimensions are estimate Eave to Eave 14', 16' & 18' Wides Wall to Wall All Buildings Measured Sidewall to Sidewall All Buildings measure as shown. ASK DEALER FOR INFORMATION 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 8' & 10' widths have (2) Runners 12', 14', 16' & 18' widths have (4) Runners 8' Wide - 11' 8" High10' Wide - 12' 3" High12' Wide - 12' 8" High14' Wide - 13' 3" High16' Wide - 13' 11" High 7/12° Roof Pitch Chalet 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 12" OC 4x6 SYP Treated Runners 2x8 Top Plate 9x7 Garage Door Framed Header Premium Exterior Paint 12', 14' & 16' widths have (4) Runners 12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Garage 7' 9" Inside Height7' 9" Inside Height 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 4' Deep Porch 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 10' 3" High10' Wide - 10' 9" High12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Cabinette 7' 9" Inside Height 6x6 Cedar Porch Posts 5/4 Treated Deck Boards 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 12" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 12', 14' & 16' widths have (4) Runners 12' Wide -14' Wide -16' Wide - 3/12° Roof Pitch Cottage 7' 9" Inside Height 6' Porch 5/4 Treated Deck Boards 6x6 Cedar Porch Posts Door is shown on side for reference Standard is entry on the porch 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 6' w = 8' 10" / 8' w =10' 3" High10' Wide - 6' w = 9' 3" / 8' w = 10' 9" High12' Wide - 6' w = 10' 3" / 8' w = 11' 9" High14' Wide - 6' w = 10' 8" / 8' w = 12' 1" High16' Wide - 6' w = 11' 1" / 8' w = 12' 6" High 5/12° Roof Pitch Utility Shed 6' 6" Inside Height End Vent End Vent End Vent End Vent End Vent 2x4 SPF #2 Rafters 24" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 11' 2" High (8' walls 12' 7")10' Wide - 11' 6" High (8' walls - 12' 11")12' Wide - 11' 10" High (8' Walls - 13' 3")14' Wide - 12' 2" High (8' Walls 13' 7")16' Wide - 12' 6" High (8' Walls - 13' 11") Lofted Barn 6' 6" Inside Height End Vent 2x6 SPF #2 Loft Joists 8' & 10' Wide have 2x4 Loft Joists 7/16" OSB Loft Decking 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners Lofted Barn 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners 8' Wide - 10' 1" High10' Wide - 10' 4" High12' Wide - 10' 7" High Salt Box Roof Garden Shed 6' 6" Inside Height End Vent 2x3 Aluminum Window 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x4 SYP Treated Joists 16" OC 4x6 SYP Treated Runners Smart Soffit 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners Single Slope Roof Studio Shed Transom Window ~ 6' 6" Inside HeightAll Widths - 8' High18' Wide - 14' 7" High 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks Door and Window is standard on the front Shown on the side for reference only Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips -Truss & Joists 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated2x4 Treated 2x4 Treated2x4 Treated 2x4 Treated Joist 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x4Treated2x4 Treated Joist4x6 Treated 2x4Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x6 Treated Band2x6 Treated2x6 Treated Band 2x6 Treated Joist 4x6 TreatedValue Dimensions areestimate Eave to Eave 14', 16' & 18' Wides Wall to Wall All Buildings Measured Sidewall to Sidewall All Buildings measure as shown. ASK DEALER FOR INFORMATION 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 8' & 10' widths have (2) Runners 12', 14', 16' & 18' widths have (4) Runners 8' Wide - 11' 8" High10' Wide - 12' 3" High12' Wide - 12' 8" High14' Wide - 13' 3" High16' Wide - 13' 11" High 7/12° Roof Pitch Chalet 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 12" OC 4x6 SYP Treated Runners 2x8 Top Plate 9x7 Garage Door Framed Header Premium Exterior Paint 12', 14' & 16' widths have (4) Runners12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Garage 7' 9" Inside Height7' 9" Inside Height 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 4' Deep Porch 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 10' 3" High10' Wide - 10' 9" High12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Cabinette 7' 9" Inside Height 6x6 Cedar Porch Posts 5/4 Treated Deck Boards 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 12" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 12', 14' & 16' widths have (4) Runners12' Wide -14' Wide -16' Wide - 3/12° Roof Pitch Cottage 7' 9" Inside Height 6' Porch 5/4 Treated Deck Boards 6x6 Cedar Porch Posts Door is shown on side for reference Standard is entry on the porch 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 6' w = 8' 10" / 8' w =10' 3" High10' Wide - 6' w = 9' 3" / 8' w = 10' 9" High12' Wide - 6' w = 10' 3" / 8' w = 11' 9" High14' Wide - 6' w = 10' 8" / 8' w = 12' 1" High16' Wide - 6' w = 11' 1" / 8' w = 12' 6" High 5/12° Roof Pitch Utility Shed 6' 6" Inside Height End Vent End VentEnd VentEnd Vent End Vent 2x4 SPF #2 Rafters 24" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 11' 2" High (8' walls 12' 7")10' Wide - 11' 6" High (8' walls - 12' 11")12' Wide - 11' 10" High (8' Walls - 13' 3")14' Wide - 12' 2" High (8' Walls 13' 7")16' Wide - 12' 6" High (8' Walls - 13' 11") Lofted Barn 6' 6" Inside Height End Vent 2x6 SPF #2 Loft Joists 8' & 10' Wide have 2x4 Loft Joists 7/16" OSB Loft Decking 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners Lofted Barn 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners8' Wide - 10' 1" High10' Wide - 10' 4" High12' Wide - 10' 7" High Salt Box Roof Garden Shed 6' 6" Inside Height End Vent 2x3 Aluminum Window 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x4 SYP Treated Joists 16" OC 4x6 SYP Treated Runners Smart Soffit 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners Single Slope Roof Studio Shed Transom Window ~ 6' 6" Inside HeightAll Widths - 8' High18' Wide - 14' 7" High 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks Door and Window is standard on the front Shown on the side for reference only Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & JoistsHurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips -Truss & Joists 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated2x4 Treated 2x4 Treated2x4 Treated 2x4 Treated Joist 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x4Treated2x4 Treated Joist4x6 Treated 2x4Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x6 Treated Band2x6 Treated2x6 Treated Band 2x6 Treated Joist 4x6 TreatedValue Dimensions areestimate Eave to Eave 14', 16' & 18' Wides Wall to Wall All Buildings Measured Sidewall to Sidewall All Buildings measure as shown. ASK DEALER FOR INFORMATION 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 8' & 10' widths have (2) Runners 12', 14', 16' & 18' widths have (4) Runners 8' Wide - 11' 8" High10' Wide - 12' 3" High12' Wide - 12' 8" High14' Wide - 13' 3" High16' Wide - 13' 11" High 7/12° Roof Pitch Chalet 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 12" OC 4x6 SYP Treated Runners 2x8 Top Plate 9x7 Garage Door Framed Header Premium Exterior Paint 12', 14' & 16' widths have (4) Runners12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Garage 7' 9" Inside Height7' 9" Inside Height 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 4' Deep Porch 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 10' 3" High10' Wide - 10' 9" High12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Cabinette 7' 9" Inside Height 6x6 Cedar Porch Posts 5/4 Treated Deck Boards 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 12" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 12', 14' & 16' widths have (4) Runners12' Wide -14' Wide -16' Wide - 3/12° Roof Pitch Cottage 7' 9" Inside Height 6' Porch 5/4 Treated Deck Boards 6x6 Cedar Porch Posts Door is shown on side for reference Standard is entry on the porch 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 6' w = 8' 10" / 8' w =10' 3" High10' Wide - 6' w = 9' 3" / 8' w = 10' 9" High12' Wide - 6' w = 10' 3" / 8' w = 11' 9" High14' Wide - 6' w = 10' 8" / 8' w = 12' 1" High16' Wide - 6' w = 11' 1" / 8' w = 12' 6" High 5/12° Roof Pitch Utility Shed 6' 6" Inside Height End Vent End VentEnd VentEnd Vent End Vent 2x4 SPF #2 Rafters 24" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners8' Wide - 11' 2" High (8' walls 12' 7")10' Wide - 11' 6" High (8' walls - 12' 11")12' Wide - 11' 10" High (8' Walls - 13' 3")14' Wide - 12' 2" High (8' Walls 13' 7")16' Wide - 12' 6" High (8' Walls - 13' 11") Lofted Barn 6' 6" Inside Height End Vent 2x6 SPF #2 Loft Joists 8' & 10' Wide have 2x4 Loft Joists 7/16" OSB Loft Decking 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners Lofted Barn 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners8' Wide - 10' 1" High10' Wide - 10' 4" High12' Wide - 10' 7" High Salt Box Roof Garden Shed 6' 6" Inside Height End Vent 2x3 Aluminum Window 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x4 SYP Treated Joists 16" OC 4x6 SYP Treated Runners Smart Soffit 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners Single Slope Roof Studio Shed Transom Window ~ 6' 6" Inside HeightAll Widths - 8' High18' Wide - 14' 7" High 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks Door and Window is standard on the front Shown on the side for reference only Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & JoistsHurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips -Truss & Joists 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated2x4 Treated 2x4 Treated2x4 Treated 2x4 Treated Joist 2x4 Treated2x4 Treated 4x6 Treated4x6 Treated 2x4 Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x4Treated2x4 Treated Joist4x6 Treated 2x4Treated2x4 Treated Joist 4x6 Treated4x6 Treated 2x6 Treated Band2x6 Treated2x6 Treated Band 2x6 Treated Joist 4x6 TreatedValue Dimensions areestimate Eave to Eave 14', 16' & 18' Wides Wall to Wall All Buildings Measured Sidewall to Sidewall All Buildings measure as shown. ASK DEALER FOR INFORMATION 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 8' & 10' widths have (2) Runners 12', 14', 16' & 18' widths have (4) Runners 8' Wide - 11' 8" High10' Wide - 12' 3" High12' Wide - 12' 8" High14' Wide - 13' 3" High16' Wide - 13' 11" High 7/12° Roof Pitch Chalet 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 12" OC 4x6 SYP Treated Runners 2x8 Top Plate 9x7 Garage Door Framed Header Premium Exterior Paint 12', 14' & 16' widths have (4) Runners 12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Garage 7' 9" Inside Height7' 9" Inside Height 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 6" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 4' Deep Porch 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 10' 3" High10' Wide - 10' 9" High12' Wide - 11' 9" High14' Wide - 12' 1" High16' Wide - 12' 6" High 5/12° Roof Pitch Cabinette 7' 9" Inside Height 6x6 Cedar Porch Posts 5/4 Treated Deck Boards 2x6 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 12" Eave Overhangs 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 9 Lite Vinyl Exterior Door Framed Headers Premium Exterior Paint Low E w/Argon Gas Vinyl Windows 12', 14' & 16' widths have (4) Runners 12' Wide -14' Wide -16' Wide - 3/12° Roof Pitch Cottage 7' 9" Inside Height 6' Porch 5/4 Treated Deck Boards 6x6 Cedar Porch Posts Door is shown on side for reference Standard is entry on the porch 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim Fascia Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 6' w = 8' 10" / 8' w =10' 3" High10' Wide - 6' w = 9' 3" / 8' w = 10' 9" High12' Wide - 6' w = 10' 3" / 8' w = 11' 9" High14' Wide - 6' w = 10' 8" / 8' w = 12' 1" High16' Wide - 6' w = 11' 1" / 8' w = 12' 6" High 5/12° Roof Pitch Utility Shed 6' 6" Inside Height End Vent End Vent End Vent End Vent End Vent 2x4 SPF #2 Rafters 24" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners 8' Wide - 11' 2" High (8' walls 12' 7")10' Wide - 11' 6" High (8' walls - 12' 11")12' Wide - 11' 10" High (8' Walls - 13' 3")14' Wide - 12' 2" High (8' Walls 13' 7")16' Wide - 12' 6" High (8' Walls - 13' 11") Lofted Barn 6' 6" Inside Height End Vent 2x6 SPF #2 Loft Joists 8' & 10' Wide have 2x4 Loft Joists 7/16" OSB Loft Decking 8' & 10' widths have (2) Runners 12', 14' & 16' widths have (4) Runners Lofted Barn 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding 7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x6 SYP Treated Joists 16" OC 4x6 SYP Treated Runners 2x8 Top Plate 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners 8' Wide - 10' 1" High10' Wide - 10' 4" High12' Wide - 10' 7" High Salt Box Roof Garden Shed 6' 6" Inside Height End Vent 2x3 Aluminum Window 2x4 SPF #2 Rafters 16" OC 3/8" Smart Panel Siding7/16" Radiant Barrier OSB Synthetic Felt 29g Tuff Rib Metal or 30yr Singles Smart Trim 2x4 Premuim Studs 16" OC Framing Double Studs 4' OC 3/4" BC Plywood Flooring 2x4 SPF #2 Plates Moisture Barrier 2x4 SYP Treated Joists 16" OC 4x6 SYP Treated Runners Smart Soffit 6x6 Wood Double Doors Locking Door Handle Heavy Duty 8" Hinges Premium Exterior Paint 8' & 10' widths have (2) Runners 12' wides have (4) Runners Single Slope Roof Studio Shed Transom Window ~ 6' 6" Inside HeightAll Widths - 8' High18' Wide - 14' 7" High 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks 2x4 SPF #2 Cross Bucks Door and Window is standard on the front Shown on the side for reference only Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips Truss & Joists Hurricane Clips -Truss & Joists , DRAWINGS COPYRIGHT 2020 BY:Leland's Barns & Shedswww.lelandsbarns.com Grandview, TX 76031Defender SeriesSpecifications for the: A Eave A Eave A Eave A Eave B Joist B Joist B Joist B Joist CHALETDRAWINGS ARE NOT TO SCALE - FOR REFERENCE PURPOSES ONLY Door & Window placement will vary per client design Measurements may vary slightly 6125 1317 1318 1200 1101 5600 5602 5603 5601 1301 1008 1009 5801 5709 5707 5705 5703 5701 5611 6100 6000 6113 5725 6118 6114 6110 120111051109 6230 6220 5709 5707 5705 581058085712 5710 5708 5706 5704 5605 5701 5604 5702 6210 6208 5812 6001 6005 6005 6009 6013 6101 6105 6104 6100 6206 6012 6008 6004 6009 6013 6012 6008 6204 6004 6000 6013 1405 1401 1315 1312 1313 62001316 1400 6105 6109 6201 6205 6209 6112 6108 6104 6100 5712 1210 1209 1213 1212 1208 1204 62086208 6208 6200 6200 5695 5701 56655655 5655 5600 5700 5708 1213 1215 1201 1211 58501205 1300 16011513 1513 62216225 6201 6209 6213 6207 6219 1501 1501 1601 5713 5713 5713 5713 1509 6001 1401 1313 1100 5713 5713 5900 5800 HARDAGE LN COLLEYVILLE BLVDTUSCANY DR HALL JOHNSON RD HIDDEN OAKS DRBOGART DR MILAN CTRONNA CTPONDEROSA STPARK CTK Subject Property Buffer Parcels to be notified 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. ZC25-023 5912 Ponderosa St Notification Map NOTICE OF PUBLIC HEARING «Owner_Name» «Owner_Address» «Owner_City» «Owner_Zip» The City of Colleyville has scheduled public hearings concerning the below referenced request on the following dates and location: Planning and Zoning Commission Meeting: Monday, September 8, 2025 at 7:00p.m. City Council Meetings: Wednesday, October 8, 2025 & Tuesday, October 21, 2025 at 7:00p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Special Use Permit for an Accessory Building on Lot 14R, Pecan Park Estates, located at 5912 Ponderosa Street, Case ZC25- 023. The applicant is requesting the Special Use Permit to allow for an accessory building exceeding the size permitted by the Land Development Code. Zoning Case: ZC25-023 Applicant: Glen Cruson Owner: Riddle Family Revocable Living Trust Location: 5912 Ponderosa Street Property Description: Lot 14R, Pecan Park Estates Present Zoning: R-15 Single Family Residential This notice has been sent to all owners of real property within 500 feet of the request as such ownership appears on the last approved tax roll and all homeowners associations within 1000 feet. Approval by the Planning and Zoning Commission serves as a recommendation to the City Council and is not a final action on the request. Denial of the proposal by the Commission is final, unless the applicant submits a written notice of appeal within 10 days from the date of action by the Commission. If appealed, the request will be placed on the next available City Council agenda as listed above. Rezoning requests, zoning amendments and conditions recommended by the Commission for approval by the City Council may be more restrictive than those described in this notice. All interested persons are encouraged to attend the public hearing and express their opinions on the zoning change request. If you are unable to attend, but wish to have your opinions made a part of the public record, please submit written comments prior to the public hearing, to the address or email below: Community Development Department City of Colleyville 100 Main Street Colleyville, TX 76034 Citizenletters@colleyville.com NOTICE OF PUBLIC HEARING If the property owners of 20% or more of the land within the 200 foot notification area file a written protest prior to the public hearing, State law provides that the approval of the zoning change request shall require the approval of a super majority vote by City Council. The application is on file for public examination in the Community Development Department at 100 Main Street, Colleyville, Texas 76034. A brief project description can be found online on the Agenda Packet and Active Development Case map (please use your phone’s camera to scan QR code below): For additional information, please contact the Community Development Department at 817.503.1050. Please reference the zoning case number when requesting information. Daniel Ponder Daniel Ponder Planning Manager ORDINANCE O-25-XXXX AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP BY CHANGING THE ZONING ON LOT 14R OF THE PECAN PARK ESTATES, LOCATED AT 5912 PONDEROSA STREET, BY AUTHORIZING A SPECIAL USE PERMIT TO ALLOW FOR AN ACCESSORY BUILDING TO EXCEED THE MAXIMUM LOT COVERAGE; PROVIDING A PENALTY OF FINE NOT TO EXCEED THE SUM OF TWO THOUSAND DOLLARS ($2,000.00); AND PROVIDING AN EFFECTIVE DATE WHEREAS, the City of Colleyville has received an application for a Special Use Permit to allow for an accessory building exceeding the maximum lot coverage under Case No. ZC25-023; and WHEREAS, the City of Colleyville deems it necessary, for the purpose of promoting the health, safety, morals, or general welfare of the City to enact a new zoning ordinance; and WHEREAS, the City Council has appointed a Planning and Zoning Commission to recommend the boundaries of the various original zoning districts and appropriate regulations be enforced therein and to recommend a new zoning ordinance; and WHEREAS, the Planning and Zoning Commission has divided the City into districts and has prepared regulations pertaining to such districts in accordance with a comprehensive plan and designed to lessen congestion in the streets; to secure safety from fire, panic, and other dangers; to promote health, general welfare; to provide adequate light and air; to prevent the overcrowding of land; to avoid undue concentration of population; to facilitate the adequate provision of transportation, water, sewerage, schools, parks, and other public requirements; and WHEREAS, the Planning and Zoning Commission, has given reasonable consideration to, among other things, the character of the districts and their peculiar suitability for particular uses, with a view to conserving the value of buildings and encouraging the most appropriate use of land throughout the City; and WHEREAS, the Planning and Zoning Commission of the City of Colleyville and the City of Colleyville City Council, in compliance with the Charter of the City of Colleyville, and State Law with reference to changes to zoning classifications under the Zoning Ordinance Regulations and Zoning Map, having given the requisite notices Ordinance O-25-XXXX Page 2 of 4 by publication and otherwise, and after holding due hearings and affording a full and fair hearing to all the property owners generally, and to the persons interested and situated in the affected area and in the vicinity thereof, the governing body of the City of Colleyville is of the opinion that said change in zoning should be made. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEYVILLE, TEXAS: Sec. 1. THAT all the foregoing premises and findings are found to be true and correct and are incorporated into the body of this ordinance as if copied in their entirety. Sec. 2. THAT the Comprehensive Zoning Ordinance of the City of Colleyville, Texas, be, and the same is hereby amended by changing the zoning on Lot 14R of the Pecan Park Estates, located at 5912 Ponderosa Street, by authorizing a Special Use to allow for an accessory building exceeding the maximum lot coverage under Case No. ZC25-023, as depicted on Exhibit “A”, Exhibit “B”, and Exhibit “C”. Sec. 3. THAT the above described tract of land shall be used only in the manner and for the purposes provided by the Land Development Code of the City of Colleyville as heretofore amended, and as amended herein. Sec. 4. THAT the above described tract of land shall be subject to the following conditions: 1. GENERAL a. The Special Use Permit shall apply to a new 336 square foot detached outdoor structure that will exceed the total maximum lot coverage for accessory structures. b. The accessory building shall be generally consistent with the site plan as depicted on the attached Exhibit “B”. c. The accessory building shall be generally consistent with the building elevations and floor plan as depicted on the attached Exhibit “C” and Exhibit “D”. Ordinance O-25-XXXX Page 3 of 4 d. All requirements of the Land Development Code shall be met, except where amended herein. Sec. 5. THAT any person, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Comprehensive Zoning Ordinance of the City of Colleyville, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Sec. 6. THAT it has been found that there has been a change in conditions in the above described property, it is now necessary that it be given the above zoning classification in order to permit its proper development and in order to protect the public interest, comfort and general welfare, and requires that this ordinance shall take effect immediately from and after its passage. AND IT IS SO ORDERED. The first reading and public hearing being conducted on the 8th day of October 2025. The second reading and public hearing being conducted on the 21st day of October 2025. APPROVED BY A VOTE OF ___ AYES AND ___ NAYS ON THIS THE 21ST DAY OF OCTOBER 2025. Mayor Bobby Lindamood Aye Mark Alphonso, Place 2 Aye Mayor Pro Tem Brandi Elder Aye Ben Graves, Place 4 Aye Deputy Mayor Pro Tem Scotty Richardson Aye Tim Raine, Place 6 Aye Kimberly Holt Gunderson, Place 5 Aye ATTEST: CITY OF COLLEYVILLE Christine Loven, TRMC Bobby Lindamood City Secretary Mayor Ordinance O-25-XXXX Page 4 of 4 APPROVED AS TO FORM: Whitt Wyatt City Attorney Exhibit “A” – Zoning Map Exhibit “B” – Site Plan Exhibit “C” – Elevations Exhibit “D” –Floor Plan City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number - Agenda Date 9/8/2025 Type Presentation and Discussion Department Community Development Title Consideration of a Special Use Permit for a residential carport on Lot 40, Block 2, Tara Plantation Addition, located at 1410 Plantation Drive North, Case ZC25-024 THE ITEM HAS BEEN WITHDRAWN BY THE APPLICANT Explanation THE ITEM HAS BEEN WITHDRAWN BY THE APPLICANT John Webre, the applicant, has submitted a request for a Special Use Permit to allow for a carport on Lot 40, Block 2, Tara Plantation Addition, being approximately 0.44 acres, and zoned PUD-R Planned Unit Development - Residential. Public Notification: Staff mailed notices to all property owners within 500 feet as well as any Homeowners Associations within 1000 feet of the subject property regarding this request. Grapevine-Colleyville ISD, where the subject property is located, was notified per State law. Notice was published in the Fort Worth Star-Telegram as required by State law and the Land Development Code. Staff Recommendation: No recommendation. Attachments 1. Aerial Map 2. Withdrawal Request 1101 1407 1413 1505 1509 1601 4103 4101 4100 4102 4104 4106 4107 4105 4103 4101 1410 4100 4102 4104 4106 4107 4105 4103 4101 1416 1418 1420 1422 1313 1315 1411 1413 1415 1417 4000 1312 1310 1308 1306 1401 1403 4001 4003 4004 4002 PLANTATION DRN TRAIL BEND CTFAIR HILL CTWOOD CREEK CTCREST 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. ZC25-002 1410 Plantation Dr Aerial Map From:John Webre To:Daniel Ponder Subject:Re: 1410 Plantation Drive Carport Date:Thursday, August 28, 2025 11:30:34 AM Attachments:image009.png image010.png image011.png image012.png image001.png image002.png image003.png image004.png Mr. Ponder, After much deliberation and discussion with my wife, we havedecided to withdraw our SUP Application for a carport from theCity of Colleyville at our residence, 1410 Plantation Dr N,Colleyville, TX 76034. Thank you so very much for your assistance with this matter todate. Wishing you a great day and be safe when traveling, Jack Webre On Mon, Aug 25, 2025 at 10:31 AM John Webre wrote: