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Home My WebLink AboutPlanning and Zoning Commission-Agenda Packets-3/11/2024 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION AGENDA 100 Main Street Colleyville, Texas 76034 MONDAY, MARCH 11, 2024 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: Jerry Savoie PLEDGE OF ALLEGIANCE 1. APPROVAL OF MINUTES 1a February 12, 2024 Planning and Zoning Commission Meeting Minutes February 26, 2024 Planning and Zoning Commission Worksession Minutes Planning and Zoning Commission Agenda March 11, 2024 City of Colleyville Page 2 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 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek- Sparger Road and 3808 Wayne Drive, Case ZC24-001 TABLED FROM THE FEBRUARY 12, 2024 PLANNING AND ZONING COMMISSION MEETING. THE APPLICANT IS REQUESTING TO TABLE TO THE APRIL 8, 2024 PLANNING AND ZONING COMMISSION MEETING. 2b Consideration of a Special Use Permit to allow for a fence on Lot 1, Block 1, Vankawala Residence Addition, being located at 4910 Behrens Court, Case ZC24-002 2c Consideration of a Special Use Permit to allow for dog grooming on Lot 1RA, Block 1, Kroger Addition, being located at 4906 Colleyville Boulevard, Suite 202, Case ZC24-003 3. CITIZEN COMMENTS 4. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Thursday, March 7, 2024 by 5:00 p.m. Jaquelyn Reyff Planning Manager A quorum of any Colleyville board, commission, or committee may be present at this meeting. Any matter on this agenda may, at the discretion of the governing body, be opened for public comment and discussion. If you plan to attend this public meeting and have a disability that requires special accommodations, please advise the City Secretary at least 48 hours in advance at 817.503.1133, and reasonable accommodations will be made to assist you. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number 1a Agenda Date 3/11/2024 Number Type Approval of Minutes Department Community Development Title February 12, 2024 Planning and Zoning Commission Meeting Minutes February 26, 2024 Planning and Zoning Commission Worksession Minutes Explanation Approval of minutes from the Planning and Zoning Commission Meeting on February 12, 2024, and the Planning and Zoning Commission Worksession on February 26, 2024. Attachments 1. February 12, 2024 Planning and Zoning Minutes 2. February 26, 2024 Planning and Zoning Commission Worksession Minutes City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION MINUTES 100 Main Street, Colleyville, Texas, 76034 MONDAY, FEBRUARY 12, 2024 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 February 12, 2024 at 6:15 p.m. Roll Call Present: David Groves, Sayeda Syed, Mark Alphonso, Jerry Savoie, and Claudia Bevill Absent: Tim Raine, and Jerome Obinabo Staff Present: Ben Bryner, Jacquelyn Reyff, Kris Potts, and Christopher Pham Also Present: Attorney, Nicole Corr, Fire Marshal, Rob Mckeown Christopher Pham briefed the Commission regarding items to be presented this evening at the regular meeting. The commission asked questions regarding the fencing and landscaping details for the proposed plat. Chair Bevill adjourned the Planning and Zoning Commission Worksession Meeting at 6:30 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 February 12, 2024, at 7:00 p.m. Roll Call Present: David Groves, Sayeda Syed, Mark Alphonso, Jerry Savoie, and Claudia Bevill Absent: Tim Raine, and Jerome Obinabo Planning and Zoning Commission Minutes February 12, 2024 City of Colleyville Page 2 Staff Present: Ben Bryner, Jacquelyn Reyff, Kris Potts, Christopher Pham Also Present: Attorney, Nicole Corr, Fire Marshal, Rob Mckeown 1. APPROVAL OF MINUTES 1a January 8, 2024 Planning and Zoning Commission Meeting Minutes January 22, 2024 Planning and Zoning Commission Worksession Minutes Commissioner Alphonso made a motion to approve the January 8, 2024 Planning and Zoning Commission Meeting Minutes and the January 22, 2024 Planning and Zoning Worksession minutes. Commissioner Groves seconded the motion. The motion was carried by the following vote: Aye: 5 – Groves, Syed, Alphonso, Savoie, and Bevill Nay: 0 2. PUBLIC HEARING AGENDA ITEMS 2a Presentation and Discussion of a Preliminary/Final Plat for the Foreman's Landing Addition, being Tracts 4F, 4U, and 4W, Abstract 1518, David R Teeter Survey, located at 4016 Jackson Road, Case PC24-001 Christopher Pham presented the case and briefed the Commission on the updated exhibits received by the applicant; specifically the fencing and landscaping details. The applicant, Jared Stroebel did not wish to speak at this time. The public hearing was opened at 7:09 p.m. Jim Martin, 4116 Jackson spoke in regards to the existing pond on the property. Asking if the pond will be maintained by the HOA, if there will be an HOA. Planning and Zoning Commission Minutes February 12, 2024 City of Colleyville Page 3 The applicant Jared Stroebel addressed Mr. Martin’s questions. There will not be an HOA, the pond will be maintained by the property owners. With no one wishing to speak, the public hearing was closed at 7:09 p.m. There was discussion between the commissioners’ if the pond maintenance could be put into the deed, since the pond is between two properties, and how the owners would share maintenance. The public hearing was reopened at 7:13 p.m. Mary Martin, 4116 Jackson spoke in regards to potential drainage concerns. Mentioned how they live against bear creek their property is prone to flooding. Jared Stroebel addressed Mrs. Martin’s questions, this development will not increase any off site drainage flows. Since it drains towards the creek there will be no additional drainage concerns. The public hearing was closed at 7:14 p.m. Commissioner Groves made a motion to approve Case PC24-001. Commissioner Alphonso seconded the motion. The motion was carried by the following vote: Aye: 4 – Groves, Alphonso, Savoie, and Bevill Nay: 1 – Syed 2b. Presentation and Discussion of a Rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek- Sparger Road and 3808 Wayne Drive, Case ZC24-001 THE APPLICANT HAS REQUESTED TO TABLE TO THE MARCH 11, 2024 PLANNING AND ZONING COMMISSION MEETING Commissioner Syed made a motion to table Case ZC24-001 to the March 11, 2024 Planning and Zoning Commission Meeting. Commissioner Bevill seconded the motion. Planning and Zoning Commission Minutes February 12, 2024 City of Colleyville Page 4 The motion was carried by the following vote: Aye: 5 – Groves, Syed, Alphonso, Savoie, and Bevill Nay: 0 – 2c. Consideration of an Amendment to the Land Development Code, Chapter 3, Section 3.26.E, specifically to allow for corner side yard fences greater than 30 inches in height and no greater than 25 percent opaque construction to be placed ten feet from the property line Ben Bryner presented the LDC Amendment and briefed the Commission on the how the change would affect permitting and SUP processes, specifically regarding street side yard fencing for corner lots. The public hearing was opened at 7:25 p.m. With no one wishing to speak the public hearing was closed at 7:25 p.m. There was discussion with the commissioners regarding how this may affect easements or ROW and visibility concerns. Commissioner Syed made a motion to approve the amendment to section 3.6.E of the Land Development Code. Commissioner Groves seconded the motion. Aye: 5 – Groves, Syed, Alphonso, Savoie, and Bevill Nay: 0 – 4. CITIZEN COMMENTS The public forum opened at 7:28 p.m. With no one else wishing to speak, the public forum closed at 7:28 p.m. 5. ADJOURNMENT The meeting adjourned at 7:29 p.m. Planning and Zoning Commission Minutes February 12, 2024 City of Colleyville Page 5 The minutes were written and prepared by: Kristopher Potts Kristopher Potts Planner The meeting minutes were approved on March , 2024 by a vote of . City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION MINUTES 100 Main Street, Colleyville, Texas, 76034 FEBRUARY 26, 2024 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 February 26, 2024, at 6:15 p.m. Roll Call Present: David Groves, Mark Alphonso, Tim Raine, Claudia Bevill, Jerry Savoie, and Sayeda Syed Absent: Jerome Obinabo Staff Present: Ben Bryner, Jacquelyn Reyff, Kristopher Potts, Chris Pham Also Present: Attorney, Nicole Corr, Fire Marshal, Rob Mckeown 2. WORKSESSION AGENDA ITMES 2a Presentation and discussion a Special Use Permit to allow for a fence on Lot 1, Block 1, Vankawala Residence Addition, being located at 4910 Behrens Court, Case ZC24-002 Kris Potts presented item 2a and briefed the Commission. City staff addressed questions from the Commission regarding the materials and location of the proposed fence and the neighboring properties fences to make sure the fence would be cohesive in the proposed location. 2b Presentation and discussion of a Special Use Permit to allow for dog grooming on Lot 1RA, Block 1, Kroger Addition, being located at 4906 Colleyville Boulevard Unit 202, Case ZC24-003 Planning and Zoning Commission Worksession Minutes February 26, 2024 City of Colleyville Page 2 Christopher Pham presented item 2b and briefed the Commission. City staff addressed questions from the Commission regarding the proposed plan. There was general discussion among the Commission regarding potential hours of operation, if there will be size or breed restrictions, and there were concerns regarding what will be done about waste from the animals. 3. ADJOURMENT The meeting adjourned at 6:28 p.m. The meeting was re-opened at 6:28 p.m. There was discussion among the commissioner’s regarding online statements that have been circulating. The commissioners reiterated they are not paid and their work for the city is strictly on a volunteer basis. The meeting adjourned at 6:29 p.m. The minutes were written and prepared by: Kris Potts Planner The meeting minutes were approved on March___, 2024 by a vote of ___. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number Agenda Date 3/11/2024 Type Presentation and Discussion Department Community Development Title Consideration of a Rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24- 001 TABLED FROM THE FEBRUARY 12, 2024 PLANNING AND ZONING COMMISSION MEETING. THE APPLICANT IS REQUESTING TO TABLE TO THE APRIL 8, 2024 PLANNING AND ZONING COMMISSION MEETING. Explanation Jonathan Rankin, the applicant, has submitted a request for a zoning change for Lots 1 and 2, Block A, Heritage Farms Addition, being approximately 18.45 acres, and zoned PUD-C Planned Unit Development - Commercial. The request is to rezone the property to allow for a new senior living facility. The existing zoning currently allows for a senior living facility. However, multiple changes are being proposed with this new project. The new ordinance will be tailored to the new proposed project. Attachments 1. Request to Table 2. Aerial 3. Zoning 4. Future Land Use Map 5. Statement of Planning Objectives 6. Zoning Exhibit and Elevations 7. Drainage and Traffic Plan Exhibits From:H McNeish To:Ben Bryner Cc:Jackie Reyff; Kristopher Potts; Christopher Pham; Adrienne Lothery; Matthew Derrick; David Meyering; Bryan McCaleb Subject:RE: TABLE REQUEST Case ZC24-001 Senior Living 3808 Wayne Drive and 913 Cheek Sparger Date:Tuesday, February 27, 2024 6:21:44 PM Attachments:image001.png image002.png image003.png image004.png image005.png image006.png image007.png image008.png Hello Mr. Byner – Thank you for your patience since our table request earlier this month. Confluent and Sagora are dedicated to this senior living opportunity in Colleyville, and we remain committed to presenting the best design support materials for Planning & Zoning Commission’s consideration. In order to do that, we are requesting to table Case ZC24-001 one additional time to the April 8, 2024 Planning & Zoning Commission meeting. Thank you for your help on this matter. H 2215 Market St | Denver, CO 80205 (303) 573-6500 H McNeish Vice President, Land Use Entitlements +1 (720) 257-6060 +1 (303) 748-9923 HMcNeish@confluentdev.com IMPORTANT: The contents of this email and any attachments are confidential. They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. From: H McNeish Sent: Friday, February 2, 2024 1:51 PM To: Ben Bryner <BBryner@colleyville.com> Cc: Jackie Reyff <JReyff@colleyville.com>; Kristopher Potts <KPotts@colleyville.com>; Christopher Pham <CPham@colleyville.com>; Adrienne Lothery <alothery@colleyville.com>; Matthew Derrick <mderrick@confluentdev.com>; Jack Johnson <jack.johnson@confluentdev.com>; Bryan McCaleb <bmccaleb@sagora.com> Subject: TABLE REQUEST Case ZC24-001 Senior Living 3808 Wayne Drive and 913 Cheek Sparger Hello Mr. Bryner – Confluent and Sagora are excited about the opportunity to bring a high-quality senior living project to Colleyville. To fulfill that commitment, we want to ensure our PUD request and supporting design documents are able to account for the discussion we heard during the Planning & Zoning Commission’s work session, as well as DRC and other staff comments. In order to do that, we wish to table Case ZC24-001 to the March 11, 2024 Planning and Zoning Commission meeting. Thank you for your help and we look forward to working with you and others between now and the March meeting. Regards - H 2215 Market St | Denver, CO 80205 (303) 573-6500 H McNeish Vice President, Land Use Entitlements +1 (720) 257-6060 +1 (303) 748-9923 HMcNeish@confluentdev.com IMPORTANT: The contents of this email and any attachments are confidential. They are intended for the named recipient(s) only. If you have received this email by mistake, please notify the sender immediately and do not disclose the contents to anyone or make copies thereof. CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRSubject 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. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Aerial Map CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRAG CN PUD-C PUD-C CC-1 PUD-R PUD-R 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. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Zoning Map Statement of Planning Objectives – Sagora Senior Living Introduction Sagora Senior Living and Confluent Development collectively have more than 85 projects of development and operations experience in the senior living services space. Sagora Senior Living, along with its affiliates, have been enriching the lives of our seniors and their families for over three decades. The dedication and commitment of our associates to our “Resident First” philosophy creates and maintains a reputation of excellence in senior housing. Based in Fort Worth, Texas, the Sagora Senior Living family of companies is focused solely on the senior housing industry, with involvement in the ownership, development, acquisition, and operation of communities, including cottages, independent living, assisted living, and memory care. We currently operate 61 communities in 12 states, serving 7,400+ residents with 3,800+ associates. We have developed a reputation for providing exceptional residential options and are one of the nation’s Top 50 senior housing operators. Each location offers signature programming, five-star amenities, unparalleled care, and socially active cultures, as well as unique local takes on our “Resident First” philosophy. The 18-acre undeveloped property south of Cheek-Sparger Road adjacent to the east side of Wayne Drive presents an excellent opportunity for Sagora to bring its senior living philosophy and experience to the City of Colleyville in a meaningful and high-quality way. Proposed Use Confluent Development and Sagora Senior Living are requesting to advance the development of a senior living community restricted to individuals 55 years and older, consistent with the existing PUD-C zoning on this property but with fewer total units, fewer total square feet, less parking, more open space, and greater setbacks to the main building from the east and south property lines. The new senior living community will consist of duplex Cottages placed strategically on the perimeter of the project as a sensitive transitional use to our residential neighbors. The main building will provide living options and support services and amenities for independent residents, residents with assistance needs and memory care residents. No office or other commercial uses are proposed. In total, there are 18 Cottages totaling 36 units, 130 Independent Living units, 62 Assisted Living units, and 20 Memory Care units for a total of 248 Units. In addition, the main building will provide abundant service and amenity spaces including a commercial kitchen, dining room, bistro, theater, fitness center, salon, library and three private courtyards. The AL/MC units will be licensed Type B by the Texas Department of Aging and Disability Services. Design Intent The proposed project is substantially consistent in use, form, and architectural character with the senior living PUD currently in effect on the property. Further, the site and buildings have been designed mindfully to be compatible with the surrounding development patterns and character. The Sagora Senior Living community is nestled within a natural soft rolling pastoral site. As you approach the main entry, a generous landscape buffer featuring established heritage trees and water feature greets you, setting the stage for the main Independent Living building; an “old meets new” vernacular defining our community. The project takes vehicular access directly from Wayne Drive and Bedford Court. There is no direct access to Cheek-Sparger Road. Access is purposefully placed to provide efficient circulation throughout the site while also leading residents and guests to the primary entrance for the IL portion of the building, or the primary entrance for the AL/MC portion of the building, which are separate, visible and distinct with amenitized and safe drop-off areas. Parking is dispersed throughout the site to minimize the visual impact on our residents and our neighbors, while still convenient for our residents, guests and employees. The Cottages self-park with one garage space and 1 driveway space. There is also a service drive and delivery area on the east side of the site to which all delivery drivers will be directed prior to arrival to keep truck and vehicular traffic as separated as possible. Architecturally, the main entry commons building is designed to emulate a late 1800 manor house. Spacious outdoor living areas flank entry points, extending a warm welcome to visitors, residents, and the Colleyville community. It seamlessly integrates new additions of a one-story memory care building, juxtapose a two-story assisted living building and a 3-story independent living building; all surrounded by a landscaped arroyo and one-story duplex cottages. When you add in the stormwater pond, arroyos, open spaces, and three generous private courtyards, which allow for comfortable and secure outdoor recreational opportunities and increased daylight for our resident units, the project provides for nearly 60% private open space, all connected by a perimeter and internal sidewalk circulation system. More than a nod to the past, the main Manor house embodies an evolution across generations. Familiar material of standing seam metal roof, German smear random rubble limestone, rustic dark stained wood trellises and trim are familiar and reminiscent of a bygone era, bringing comfort to residents, families, and friends. This blend of history and modern Texas vernacular is where the past meets the present, creating an atmosphere that anchors the community to the history of Colleyville. Land Use Request With this application, Confluent is seeking approval for an Amendment to the 2012 PUD (Ord. 0-12-1832) for the primary purposes of: 1. Continuing with a for-profit, rental-fee-for-service Senior Living project for residents 55 and older. 2. Removing office and retail commercial uses from the allowed uses on the property. 3. Adding Independent Living Cottages as a sensitive transitional use from the adjacent single-family home neighbors. 4. Providing 33 fewer total units, and 25,000 fewer total square feet. 5. Providing a 3rd story for Independent Living residents in the center of the site. 6. Providing 54 fewer overall parking stalls. 7. Providing 4% more open space. 8. Providing a 301’ setback to the main building from the east property line – 64’ increase. 9. Providing a 345’ setback to the main building from the south property line – 170’ increase. Summary of Architectural Guidelines Development Program IL 130 Units = 171,000 SF AL 62 Units = 56,000 SF MC 20 Units = 13,000 SF TOTAL MAIN BLDG. = 240,000 SF Cottages (w/o Garage) 36 Units = 56,500 SF TOTAL PROJECT SIZE 248 Units = 296,500 SF Main Building Footprint = 99,000 SF Cottages Footprint (incl. Garage) = 70,000 SF TOTAL BUILDING FOOTPRINT = 169,000 SF (21% of Site Area) Colleyville Senior Living – Comparison Chart Category 2012 Existing PUD 2023 Proposed PUD Change Land Area 18.45 Acres 18.45 Acres No Change Proposed Use Senior Living Senior Living No Change Ownership Type For Profit For Profit No Change Operational Model Rental, Fee for Service Rental, Fee for Service No Change Other Uses Retail, Office Senior Living Only No Commercial Uses Levels of Care Independent Living Assisted Living Memory Care Independent Living Assisted Living Memory Care No Change Independent Living Units 162 130 32 fewer units Assisted Living Units 74 62 12 fewer units Memory Care Units 45 20 25 fewer units Independent Living Cottages 0 36 36 more cottages Total Unit Count 281 248 33 fewer units Number of Stories 1, 2 ½ 1, 2 & 3 1/2 additional story Total Project Size 321,500 SF 240,000 + 56,500 = 296,500 25,000 SF smaller Total Parking Spaces 282 + retail/office = 330 204 + 72 (2/cottage) = 276 54 fewer stalls (90 fewer surface) Open Space 54% 58% 4% more open space Distance – Bldg. to East PL 237’ 169’ & 301’ 64’ greater to main building Distance – Bldg. to South PL 175’ 93’ & 345’ 170’ greater to main building 2012 Source: City of Colleyville Ordinance 0-12-1832 Open Space Detention/Retention Pond = 200,000 SF Site Open Space = 266,000 SF TOTAL OPEN SPACE = 466,000 SF (58%) All Landscaping shall comply with Chapter 4-Landscaping in the Land Development Code. Building Setbacks (minimums) North (Cheek Sparger) • Cottages = 55’ • Main Building = 540’ South • Cottages = 93’ • Main Building = 345’ East • Cottages = 169’ • Main Building = 301’ West (Wayne Drive) • Cottages = 44’ • Main Building = 125’ Building Height 3-Story Independent Living Building • 38’ to top of 3rd Floor • 54’ to top of Primary Roof Ridge • Up to 62’ for Architectural Enhancements (peaked elements, chimneys, etc.) 2-Story Assisted Living Building • 26’ to top of 2nd Floor • 38’ to top of Primary Roof Ridge • Up to 44’ for Architectural Enhancements (peaked elements, chimneys, etc.) 1-Story Memory Care Building • 12’ to top of 1st Floor • 23’ to top of Primary Roof Ridge • Up to 26’ for Architectural Enhancements (peaked elements, chimneys, etc.) Single-Story Cottages • 21’ to top of Roof Ridge • Up to 22’ for Architectural Enhancements (peaked elements) Building Elevations Main Building • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Cottages • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Parking Required The development shall provide a minimum of 243 parking spaces based on the following formula: 1 space for every 2 AL/MC Units 82 Units = 41 Spaces 1 space for every 1 IL Unit 130 Units = 130 Spaces 2 Spaces for each Cottage Unit 36 Units = 72 Spaces Parking Provided Surface Parking Spaces 204 Cottage Parking Spaces 72 (1 garage + 1 driveway) TOTAL PARKING SPACES 276 Sidewalks The sidewalk along Cheek-Sparger Road must be at least 5’ wide. The sidewalk along Wayne Drive must be at least 4’ wide. Sidewalk on Bedford Court shall not be required, but if installed must be at least 4’ wide. Sidewalks must be installed when any new structures are built on the property. Site Lighting All lighting shall be directed away from adjacent residential properties. Illumination from light poles shall not exceed 0.5 foot-candles as measured from any portion of the property line. Fences and Walls An 8’ fence, which shall be a preponderance of masonry materials (no less than 50%), with other materials allowed as necessary to protect trees or as needed in regard to other considerations, shall be constructed along the south and east property lines adjacent to the existing residential uses located in the City of Bedford. Decorative security fencing on the west and north property lines shall be 6’ black metal. Security gates shall match the black metal fence design. Each Cottage and other ground level private outdoor spaces shall be defined with 48” black metal fencing. Decorative Walls or Retaining Walls shall be masonry and match the primary colors of the main building. Building Signage In addition to the Signage allowances and requirements in the Land Development Code, the project shall be permitted up to two Subdivision Monument Signs and one General Business Sign, or one Subdivision Monument Sign and two General Business Signs as they are defined in the Land Development Code, generally where indicated on the overall site plan. Dumpster Enclosures All requirements of the Land Development Code shall be met. Additional Development Elements Traffic Impact A stamped, signed Traffic Summary Memo from Kimley Horn to the City of Colleyville determined the proposed Sagora Senior Living development is not anticipated to have any significant impacts on the surrounding roadway network. Using rates published in the Institute of Transportation Engineers (ITE) Trip Generation 11th Edition, the daily trip generation was calculated to be 784 vehicles per day. This low trip generation does not require a traffic impact analysis based on the City’s Land Development Code. Roadway Improvements A right-turn lane on northbound Wayne Drive will be added where it intersects with Cheek-Sparger Road. Total estimated cost, scope, feasibility and traffic impact of the construction of a northbound right-turn lane at this intersection will be determined by a registered professional engineer in the State of Texas and the City of Colleyville Public Works Engineering department. We understand the intersection of Cheek-Sparger Road and Bedford Road to be a “Special Consideration Intersection” by the City for improvements such as a roundabout. As a way of contributing to the funding of construction of the improvements at this intersection, we propose the use of roadway and water/sewer impact fees from the Sagora Senior Living project, combined with contributions from Confluent Development and Covenant Christian Academy (fees already assessed). A detailed proposal of sources and uses has been provided to the City. Development Schedule – Sagora Senior Living Introduction Confluent Development is the owner, developer, and construction manager of the Sagora Senior Living project. The project is expected to conclude the entitlements process in October 2024, and conclude the building design and permitting process in February 2025. Construction will begin in February 2025 with an overall duration of 20 months to achieve substantial completion. It is possible that at least half the Cottages could be completed and open in 14 months as they will be permitted separately. Economic Development Information – Sagora Senior Living Introduction The project will provide substantial public benefit to the taxing jurisdictions of the City of Colleyville, Tarrant County and the HEB School District in the form of Ad Valorem and Sales Taxes. In addition, Sagora Senior Living will create over 120 new jobs to support their senior residents in this project. ZONING DESCRIPTION BEING a tract of land situated in the Allen Christian Survey, Abstract No. 339, L.L. Mclain Survey, Abstract No. 1077, and Margaret Day Survey, Abstract No. 406, City of Colleyville and City of Bedford, Tarrant County, Texas and being all of Lots 1 and 2, Block A, Heritage Farms, an addition to the City of Colleyville and Bedford, recorded in Document No. D214100098, Official Public Records, Tarrant County, Texas, and being all of Tracts 1 and 2 described in Foreclosure Sale Deed with attached Affidavit to Beall Denton Partners, LP, recorded in Document No. D218146956 of said Official Public Records, and being more particularly described as follows: BEGINNING at a point for the southwest corner of said Lot 2, in the east right-of-way line of Wayne Drive (a 60 foot wide right-of-way); THENCE with said east right-of-way line of Wayne Drive and the west line of said Lots 1 and 2, the following courses and distances: North 00°47'50" East, a distance of 952.69 feet to a point at the beginning of a non-tangent curve to the left with a radius of 834.76 feet, a central angle of 14°07'50", and a chord bearing and distance of North 06°31'36" West, 205.35 feet; In a northerly direction, with said non-tangent curve to the left, an arc distance of 205.87 feet to a point for corner; North 13°35'31" West, a distance of 29.90 feet to a point at the beginning of a non-tangent curve to the right with a radius of 646.64 feet, a central angle of 12°37'00", and a chord bearing and distance of North 07°04'42" West, 142.11 feet; In a northerly direction, with said non-tangent curve to the right, an arc distance of 142.39 feet to a point for corner; North 00°46'12" West, a distance of 25.00 feet to a point for the northwest corner of said Lot 1 and being the intersection of said east right-of-way line of Wayne Drive and the south right-of-way line of Cheek-Sparger Road (a variable width right-of-way); THENCE with said south right-of-way line of Cheek-Sparger Road, North 89°12'18" East, a distance of 245.29 feet to a point for the most northerly northeast corner of said Lot 1; THENCE with an east line of said Lot 1, South 00°36'05" West, a distance of 275.00 feet to a point for the southwest corner of Lot 1-R, Block 1, Southgate addition, an addition to the City of Colleyville, recorded in Cabinet A, Slide 3400, Plat Records, Tarrant County, Texas; THENCE with the south line of said Lot 1-R, North 88°58'05" East, a distance of 301.30 feet to a point for the southeast corner of said Lot 1-R and a northeast corner of said Lot 1, in the west right-of-way line of Bedford Court (a 50 foot wide right-of-way); THENCE with said west right-of-way line of Bedford Court, the following courses and distances: South 00°44'05" East, a distance of 320.82 feet to a point at the beginning of a tangent curve to the right with a radius of 105.00 feet, a central angle of 17°05'04", and a chord bearing and distance of South 07°48'27" West, 31.19 feet; In a southerly direction, with said tangent curve to the right, an arc distance of 31.31 feet to a point for the southwest terminus point of said Bedford Court, in the north line of said Lot 1; THENCE with a north line of said Lot 1, North 89°53'51" East, a distance of 169.63 feet to a point for the southeast corner of Lot 3 of said Heritage Farms plat; THENCE with the east line of said Lot 3, North 00°44'05" West, a distance of 70.00 feet to a point for corner in the north line of said Lot 1; THENCE with said north line of Lot 1, North 89°53'51" East, a distance of 77.00 feet to a point for the most easterly northeast corner of said Lot 1; THENCE with the east line of said Lots 1 and 2, South 00°28'47" East, a distance of 829.69 feet to a point for the southeast corner of said Lot 2; THENCE with the south line of said Lot 2, North 88°05'24" West, a distance of 761.64 feet to the POINT OF BEGINNING and containing 803,912 square feet or 18.4553 acres of land. Bearing system based on the State Plane Coordinate, Texas North Central Zone (4202), North American Datum of 1983 (Adjustment Realization 2011). This document was prepared under 22 TAC §138.95, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’25’50’100’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 5 3 7 5 6 24 1 8 8 8 4 4 5 7 3 8 4 6 2 1 ASSISTED LIVING (TWO STORY) MEMORY CARE (ONE STORY) INDEPENDENT LIVING (THREE STORY) COTTAGES (ONE STORY DUPLEX) NATURAL DRAINAGE SWALE PICKLEBALL COURTS STORMWATER POND PROJECT IDENTIFICATION SIGNS 5 CHEEK-SPARGER ROADWAYNE DRIVE THE PILLARS CHRISTIAN LEARNING CENTER ZONED CC-1 BEDFORD COURT TARA VILLAGE RETAIL & SHOPPING CENTER ZONED CC-1 SINGLE FAMILY RESIDENTIAL ZONED R-9 COVENANT CHRISTIAN ACADEMY PRIVATE SCHOOL ZONED PUD-C BEDFORD HEIGHTS SINGLE FAMILY RESIDENTIAL ZONED PUDBEDFORD CITY LIMITSBEDFORD CITY LIMITS BEDFORD CITY LIMITSCOLLEYVILLE CITY LIMITSCOLLEYVILLE CITY LIMITS COLLEYVILLE CITY LIMITS*** NOTES: 1. 18.45 ACRES PLATTED AS HERITAGE FARMS, BLOCK A, LOT 1. 2. NO FEMA 100 YEAR FLOODPLAIN ON THIS PROPERTY OR ON THE CREEK SPARGER RIGHT OF WAY. 3. PARKING SPACES ARE 9’ X 18’. 4. DETAILED LANDSCAPING AND PLANTING PLANS WILL BE PREPARED WITH FINAL CONSTRUCTION PLANS FOR MANY OPEN SPACE/ LANDSCAPE AREAS. THIS INCLUDES FOUNDATION PLANTINGS, COURTYARD AREAS AND ALONG WAYNE DRIVE TO SCREEN PARKING. SITE SUMMARY SITE AREA 18.45 AC 803,682 SF BUILDING FOOTPRINT 3.88 AC 169,000 SF/21% PAVED SURFACES (PARKING & DRIVE) 3.88 AC 169,000 SF/21% OPEN SPACE (NON-DETENTION)6.10 AC 265,969 SF/33% DETENTION AREA 4.59AC 199,940 SF/25% TOTAL OPEN SPACE 10.68 SF 465,909 SF/58% INDEPENDENT LIVING UNITS 130 UNITS 171,000 SF ASSISTED LIVING UNITS 62 UNITS 56,000 SF MEMORY CARE UNITS 20 UNITS 13,000 SF COTTAGES 36 UNITS 56,000 SF TOTAL SENIOR LIVING UNITS 248 UNITS TOTAL BUILDING SF 296,500 SF SURFACE PARKING SPACES 204 COTTAGE PARKING SPACES 72 (1 GARAGE + 1 DRIVEWAY) TOTAL PARKING SPACES 276COLLEYVILLECHEEK-SPARGER RDSADDLEBROOK BROWN TRAILBEDFORD CITY LIMITBEDFORD CITY LIMITN SITE VICINITY MAP N.T.S. 56 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" FRONT ELEVATION BACK ELEVATION RIGHT ELEVATIONLEFT ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 EAST ELEVATION SOUTH ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 NORT ELEVATION WEST ELEVATION Page 2 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Kimley-Horn prepared existing and proposed condition drainage area maps for the watershed draining through the two existing 66” RCPs. The drainage area maps are attached to this tech memo in Appendix A for reference. Kimley-Horn selected the NRCS dimensionless unit hydrograph for this analysis since the total drainage area is greater than 100 acres. A PondPack v. 10.02.00.01 model was prepared for existing and proposed conditions and have been included in this submittal. Both conditions include 24-hour frequency storms for the 2-, 5-, 10-, 25-, 50, and 100-year storm events. Rainfall data was obtained from the City of Fort Worth Drainage Manual, which references iSWM Hydrology rainfall data. Curve numbers were determined in accordance with City of Colleyville criteria and Technical Release 55 (TR-55). Offsite land uses were assumed to be fully developed and consistent with the City of Colleyville and City of Bedford Future Land Use Plans. Hydrologic soil groups were obtained from the Natural Resource Conservation Service (NRCS) Web Soil Survey. Times of concentration were determined using TR-55 methodology for developed and undeveloped conditions. Storm sewer travel times were determined using an assumed storm sewer path,and assumed storm sewer velocities of 6 feet per second. Muskingum-Cunge and standard lag routing methods were assigned to open channel and culvert sections respectively. Detailed hydrologic parameter calculation tables are attached to this tech memo in Appendix A for reference. Existing 36” RCP Existing 66” RCP Page 3 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Results The proposed development indicates no flow increases for the 50- and 100-yr. storm events, which can be found in Appendix B. The lower storm events, 2-, 5- and 10-yr, show flow increases where the flow enters into the storm system at Junction-F. Once the flow leaves the system, there is no longer an increase. The table below summarizes the existing and proposed condition 100-year flows at several locations within the watershed. Additionally, tables for each of the design storm events are included in Appendix B. Table 1: 100-Year Flow Comparisons Existing Junction Proposed Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A J-A 192.59 192.59 0.00 J-B J-B 174.75 174.75 0.00 J-C J-C 373.68 373.68 0.00 J-D J-D 288.81 288.81 0.00 J-E J-E 867.41 798.17 -69.24 J-F J-F 238.76 236.33 -2.43 J-G J-G2 818.19 748.96 -69.23 The two existing 66” RCPs do not have sufficient capacity to convey the 100-year flows from the watershed. Kimley-Horn prepared a PondPack analysis to determine the headwater elevation at the culvert entrance and to quantify how much flow would pass through the existing commercial development as weir flow and how much flow would be conveyed through the two existing 66” RCPs as pipe flow. Output from the PondPack analysis is attached to this letter and a summary of the results is included in the table below. Page 4 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Table 2: Existing and Proposed PondPack Result Table Existing Proposed 100-Year Flow (cfs)342 248 Pipe Flow (cfs)264 247 Weir Flow (cfs)78 1 Pond Volume (ac-ft)4.1 12.3 100-Year Headwater Elevation 598.43 597.80 Conclusion The results of this analysis show a decrease in the 25-, 50- and 100-year peak flow design storm events with the construction of a detention facility. The additional volume from the proposed detention pond allows for a decrease in flow from the development. Please note that this is for permitting only, not for construction. I trust that the information provided in this letter and its attachments is sufficient to meet the City of Colleyville drainage requirements for the subject property. However, if you have questions or comments on the analysis, please do not hesitate to contact me at the number below. If there are any questions regarding this evaluation, please contact Nicholas Sopko, P.E., CFM at 817- 335-6511 or at nick.sopko@kimley-horn.com. K:\FTW_Hydro\064609800_Confluent Colleyville\Docs\Tech Memo.Docx APPENDIX A Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 7.86 65% B + 35% D 70% Institutional 30% Open Space 81.5 0.232 DA-G 16.25 5% B + 95% D 5% Residential (1/4 acre lots) 95% Open Space 79.4 0.393 Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 6.88 65% B + 35% D 100% Multifamily 87.5 0.249 DA-G 17.23 5% B + 95% D 100% Assisted Living 91.7 0.214 EXISTING CONDITION DRAINAGE AREA SUMMARY TABLE PROPOSED CONDITION DRAINAGE AREA SUMMARY TABLE Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-F 558 Muskingum-Cunge 610 598 0.022 0 2 0.045 R-B J-B J-C 719 Muskingum-Cunge 608 601 0.010 5 2 0.045 R-C J-C J-G 881 Muskingum-Cunge 601 590 0.012 5 2 0.045 R-D J-D J-G 217 Standard Lag R-G J-G J-E 440 Standard Lag Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-A1 1082 Standard Lag R-B J-B J-C 1574 Muskingum-Cunge 607 590 0.011 5 2 0.045 R-C J-C J-G2 901 Muskingum-Cunge 605 590 0.017 5 2 0.045 R-D J-D J-G2 235 Standard Lag R-G2 J-G2 J-E 439 Standard Lag PROPOSED CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 2 minute EXISTING CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Duration (min) 2-year Depth (in) 5-year Depth (in) 10-year Depth (in) 25-year Depth (in) 50-year Depth (in) 100-year Depth (in) 5 0.439 0.572 0.673 0.807 0.909 1.012 15 0.875 1.137 1.336 1.601 1.801 2.004 60 1.572 2.047 2.408 2.888 3.248 3.619 120 1.935 2.555 3.031 3.671 4.159 4.669 180 2.154 2.871 3.423 4.173 4.752 5.361 360 2.558 3.446 4.135 5.077 5.81 6.586 720 3.016 4.089 4.919 6.051 6.928 7.852 1440 3.522 4.776 5.747 7.069 8.096 9.175 Rainfall Data Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 1 of 43636100363650036369003637300363770036381003638500363890036361003636500363690036373003637700363810036385003638900671100671500671900672300672700673100673500673900674300674700675100675500 671100 671500 671900 672300 672700 673100 673500 673900 674300 674700 675100 675500 32° 52' 31'' N 97° 10' 19'' W32° 52' 31'' N97° 7' 23'' W32° 50' 55'' N 97° 10' 19'' W32° 50' 55'' N 97° 7' 23'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 14N WGS84 0 1000 2000 4000 6000 Feet 0 300 600 1200 1800 Meters Map Scale: 1:20,800 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Tarrant County, Texas Survey Area Data: Version 8, Sep 21, 2012 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 13, 2010—Mar 1, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 2 of 4 Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Tarrant County, Texas (TX439) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Birome-Aubrey-Rayex complex, 5 to 15 percent slopes D 11.1 0.5% 13 Birome-Aubrey-Urban land complex, 5 to 15 percent slopes 122.1 5.6% 21 Crosstell fine sandy loam, 1 to 3 percent slopes D 17.2 0.8% 22 Crosstell fine sandy loam, 3 to 6 percent slopes D 88.9 4.0% 23 Crosstell-Urban land complex, 1 to 6 percent slopes D 391.5 17.8% 29 Gasil fine sandy loam, 1 to 3 percent slopes B 90.8 4.1% 30 Gasil fine sandy loam, 3 to 8 percent slopes B 64.9 2.9% 31 Gasil sandy clay loam, graded, 1 to 5 percent slopes B 49.9 2.3% 32 Gasil-Urban land complex, 1 to 8 percent slopes B 555.4 25.3% 59 Pulexas fine sandy loam, frequently flooded A 80.1 3.6% 63 Rader fine sandy loam, 0 to 3 percent slopes C 205.0 9.3% 64 Rader-Urban land complex, 0 to 3 percent slopes 419.7 19.1% 71 Silstid loamy fine sand, 1 to 5 percent slopes B 33.9 1.5% 72 Silstid-Urban land complex, 1 to 5 percent slopes B 66.4 3.0% W Water 2.0 0.1% Totals for Area of Interest 2,199.0 100.0% Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 4 of 4 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!GLADE RDCOLLEYVILLE BLVDCHEEK SPARGER RDPLEASANT RUN RDJOHN MCCAIN RDBRANSFORD RDHERITAGE AVEJACKSON RDWESTCOAT DRHALL JOHNSON RDOAK KNOLL DRBEDFORD RDTINKER RDW L D LOCKETT RDPOOL RDMEADEDRRIVERWALK DRMONTCLAIR DRDAVID LNLAVACA TRLHARDAGE LNL D LOCKETT RDCONNIE LNB R O W N T R LBETTINGER DRSAN BAR LNMCDONWELL SCHOOL RD WHIGHLAND DRMARTIN PKWYC H URCHSTW GLADE RDMURPHY RDFELPS DRBANDITTRLCENTERPARKMONTICELLO PKWYSHELTON DROAKBRIAR LNOVERLAND TRLLAKESIDEDRMIRAMAR LNMANNING DRNOR M A N D Y DR GRAPEVINE HWYFRY LNBOGART DRBEVERLY DRSTAFFORD DRBLUEBONNET DRARBORTRLSHERWOODLNRUSTICTRLBLACK DRROBERTS RDCOVENTRY CTBALLANTRAE DRJO W I L L S T MELANIEDRFIELD STKAYS CTTRIA N O N C TTIMBERLINE DR SWHITTIER LN TIMBERLINE DR NBILLS LNALLENDALE STELM STH OL LY LN BEHRENS RDWHITEDRPROV IDE NC E R DQUAIL RUNEMERALDDRCEDARCT CURTIS RDBILL SIMMONS RDTARRANT LNTHAMESTRLRENFRO RDHIGHLAND MEADOW DRHIGHLANDHILLSLNMAIN STTYLER STM E A N D E R IN G W AYCHESHIREDRPLANTATIONDRSCHESTNUTB N DATLANTA DRHANDELGREENBRIARLNGATEWAYDRWAYNE DRQUAILS PATHPETERS PATHDA VINCIJIM MITCHELL TRL ELETA LNLANSFORD LNJEFFERSONC IR AMADOR TRLDOUGLASAVEJIM MITCHELL TRL WBEHRENS CTEUDALY DRHERBERT RDCOLLEYVILLE TERFEGANS PATHM O N E T GREEN OAKS DRHICKORYHILLLNMILLWOODDRROSE STI N W O O D LNPONDEROSAST SADDLEBROOKDRKENNEDYDRYORKDRCOVENTRY PLHILLSIDE RDQUALITYHILLEDGEWOOD LNSHALIMAR CTVILLAGE L NFOX GLEN DROA K TOP DR REMBRANDTLOWRIE RDHUNTER TRLROYAL LNCHERRY LNSHADY C R E E KLN REAGAN RDPEMBROOKEPKWYWCARRIAGELNCIMMARON TRLHUNTER LNJANET LNCRESTDRLEESBURG DR POLO TRLMEADOWHILL DRBROUGHTON DRAVALON DRMILL CREEK DRMAPLE LN KINGSTON DRMUSTANGTRLTENNISONPKWYE OAK VALLEY DRTEXAS TRLARTHUR DREMMAS CTTWELVEOAKSLNBROADOAKWAYMONTFORD DRALEXANDRA DRSHADYWOODLNMILTONDROAKPOINTEDR CLIFFWOOD DRBEDFORD CTOLDGROVERDGLENDALEDRPATTERSON LNMONTREUX AVEL O N G W OO D D R RODEO DRRIVERPATHS P R IN G H O L L O W ST OAK HILLS DRACUFFLNTILLMA N H IL L R D PRESTWICK DRLLOYD CIRVAN OAKS DRBRIDLEWOODSWHITEHAVENDRNMILLVIEWDRCARLISLEAVEBELLEFONTE LNWOODSTOCKDROAK CREST HILL DRBRIDLEWOODNPONDEROSA LNCHELSEA DRBRAEM A R TER SOUTH DRT H O MPSON TEROVERHILL DRDANBURY DRNORWALK DRDARTMOORE LN R E M IN G T O N PKWYPEBBLE HILL DRSYCAMORE DRDEEPWOOD RDOLD OAK LNMEADOWVIEW DRCALDWELLCREEKDRCAMELOT DREATONCIRWYATT DR MILL VALLEY DR WTUSCANY DRWILLOW LNBOWMAN DRBRIARWICK LNDANIELLEDRBALMORAL DRHIGHGROVECTBRAHMSSHEPHERDS GLNREATTA PLM O C K I N GBIRD LN SOPHIE LNSAVOYCTHILLIER CTCRESCENT LNW I N D V I E W DR MILLVALLEYDRECENTRAL DRAVONDALE DRWINDI N G T RL W ALDONCT HARDYLNSUMMERTREELNMUIR LNTARA DRINDUSTRIAL BLVDSOM ERSETBLVDTALBOT TRL CRESTH A V E N D RBUGLE LNCOTTONWOODLNMAJESTIC MNRHAWTHORNEAVEKINGSWOOD LNWALNUT LN THOMASSTSTONEHA V ENDROAKLAWNDRFRONTIERCTGARRYLYNNEDRVALLEY VIEW DR NWESTBURY DRREGIMENT PLKENSHIRE DR WALLERLNWAYSIDE DRDEVONDRSHADOWOOD RDWOODCREST DRWILKES DRMILLBROOKDRGLADECREEKDRALPINE LNCASPIANLNBELLEMEADEDR JO CAROL LNLEXINGTON PKWY WARWICK AVEPIAZZALNDORSET DRPLANTATIONDRNFR ANCESLNPOPLAR LNSCARBOROUGHLNWWGREENBRIARLNHAVERHILL LNREYNOLDS DRHIGH GATE DRCRANBROOK DR EPARK CTVANGUARD CTBUR N H A M C IR LAKEW O O D DR CR A N B R OOK DR W CHRISMAC WAY HILLBROOK DRINDEPENDENCERDSTALBANSCIRDURHAMDRHAWKS RIDGE TRLWINDSOR CTHIXCT EDINBURGH DRCOOKS LNBROOKRIDGE DRS T M O R ITZ PKWY COTTAGE OAK LNC H ARLESTON DR ARMSTRONG CT VINES CTWALLACE LNCHAMPIONWAYQUEENSBURYWAYWROSSDOWNSDRSAGEBRUSH STSUMMERBROOK DRA S H LEY CT WINDERMERE DRHARMONYLNBUROAKDROLD GLADE RDZERMATT CT S O U THWO O D E WATERFALL CTCUTTER R ID G E CTTARLETON DRBRENTWOOD DRGREEN HILL LNBUCKINGHAM P L BRAZOS CTSUNDERLAND DRMILLCROSSINGELIVEOAKDRQUAILCRESTDRBRIARCLIFFCTCHATSWORTH DRFOX TRAIL LNWINEWOO D CT OAKKNOLLCTSTONINGTON LNREGINA CTS T O N E B R ID G E D RBEDDO CTA M B L E S I D E D RLANGLEY HILL LNB Y R O N N E LSO NPKW YCAMDENGRNCAMBRIDGE CTGREENMEADOWEROCKRIMMON CTDOGWOOD CTSAN GABRIEL AVEBUTLERCTEVENTIDEW AY LORRAINE PARKMIDDLETON WAYROSEBROOK GREENMEADOWNFOXMEADOWSDRRAVEN CTSHERSTON GLNBOWDEN HILL LN NVALLEY VIEW DR WBORDEAUX PARKWINDSWEPT TRLTERRACOTTAWAYWOODBRIAR LNBROWN TRAILWELLINGTON DRSTRATHMORE TERWATERFORDLNBRIARRIDGEDRWESTGROVE LNFALCONCTUP L A N D LN MT VERNON DRINDIA CT PAULSPATHLAKERIDGECTBIRCH CTMCCAIN LNCALDWELL HUGHES RDSYCAMORE CTCASALNC RE ST C THIGHLAND PARK CTADAMS CTPARK VIEW CTLANTANA CTMEANDERINGCTSTILL POINT LNKENSHIRE CTBRIDGE STPRIMROSE LNWHIPPOORWILL CTMCDONWELL SCHOOL RD EWELSH CIRTERRACE LNFORD DRGLENHOPE CIR SGLENHOPE CIR NGROSVENOR GRNOLDENWOOD CTDERBY DRGREENBRIAR CTHIDDEN OAKS CTSHETLAND DRSAPPHIRECIRSCHANEL CT LAUREL OAKS LNJUNIPER CTRUTH RDMISSIONLNW OAK VALLEY DRDELMAR C T MEADOWLARK LN WILLIAMS PLEMERALDCTARRINGTON CTFELPS CTSTILTON C T COUNTRY WAYWELLER LNBRAEDON LNEVERSHAM CTWAGONWHEEL CTMARANATHA CTVIRGINIA SQTREEM O NT CIR HUNTER CTFRANKLIN CTCHALET CTFREEMONT CTCOPPERGLENCIRCOLDEN CTRIDINGWOOD TRLTUMBLEWEED CTPOLO CTVAN BUREN CTWILLIAMSBURG CTCOMPTON CTMILL POND CTMADISON SQHAYS CTBANDIT TRLWINDSWEPT TRLLegendRoadsSingle FamilyMulti-FamilyOfficeRetailInstitutionalIndustrialRoadwayUtilitiesParksPrivate Open SpaceWater!!!!!!!!!!!!!!!City LimitCity of ColleyvilleFuture Land Use 20250 2,100 4,200 6,300 8,4001,050FeetDISCLAIMERThis data has been compiled for TheCity of Colleyville. Various officialand unofficial sources were used to gather this information. Every effortwas made to ensure the accuracy ofthis data, however, no guarantee isgiven or implied as to the accuracyof said data. Revision Date: May 1, 20134A comprehensive plan shall not constitute zoning regulations or establish zoning district boundariesOrdinance No : O-11-1820Approved Date: December 13, 2011Ordinance No : O-12-1823Approved Date: February 21, 2012Ordinance No : O-12-1833Approved Date: October 1, 2012 TIME OF CONCENTRATION & LAG TIME TR-55 Methodology EXISTING CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Undevleoped 100 620.0 614.0 0.060 0.240 8.8 532 614.0 606.0 0.015 Unpaved 1.98 4.5 354 0.045 32.0 17.9 1.79 606.0 594.0 0.034 9.0 0.66 13.9 8.3 DA-G Undevleoped 100 608.0 606.0 0.020 0.240 13.6 1025 606.0 594.0 0.012 Unpaved 1.75 9.8 118 0.045 52.0 22.9 2.27 594.0 590.0 0.034 10.5 0.19 23.6 14.1 PROPOSED CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL PHASE 1 Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Developed 100 618.0 614.0 0.040 0.240 10.3 762 614.0 599.0 0.020 paved 2.85 4.5 71 6 0.2 15.0 9.0 DA-G Developed 100 621.0 614.0 0.070 0.240 8.2 279 614.0 608.0 0.022 paved 2.98 1.6 1099 6 3.1 12.9 7.7 R-AR-BR-C R-G R-DJ-AJ-FJ-EJ-GJ-DJ-BJ-CR-AR-BR-C R-G R-DDA-BDA-ADA-GDA-EDA-CDA-DDA-FEX PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:40 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xDAM_Ex - XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING DRAINAGE AREA MAPEXH-1LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWEXISTING PONDDA-AJ-A R-BR-DR-C R-GR-AJ-AJ-FJ-EJ-GJ-DJ-BJ-CDA-BDA-ADA-GDA-EDA-CDA-DDA-F1PR PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:42 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED DRAINAGE AREA MAPEXH-2LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWPROPOSED PONDDA-AJ-A APPENDIX B Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C EX_2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E EX_2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F EX_2-Year 2 None 0.588 12.2 10.12 (N/A)(N/A) DA-G EX_2-Year 2 None 1.07 12.3 13.97 (N/A)(N/A) EX POND (IN)EX_2-Year 2 None 6.46 12.3 84.16 (N/A)(N/A) EX POND (OUT)EX_2-Year 2 None 6.46 12.35 83.45 593.8 0.088 J-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C EX_2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E EX_2-Year 2 None 15.146 12.35 204.03 (N/A)(N/A) J-F EX_2-Year 2 None 3.151 12.25 47.74 (N/A)(N/A) J-G EX_2-Year 2 None 13.711 12.3 188.83 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C EX-5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E EX-5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F EX-5-Year 5 None 1.383 12.2 20.93 (N/A)(N/A) DA-G EX-5-Year 5 None 2.634 12.3 31.38 (N/A)(N/A) EX POND (IN)EX-5-Year 5 None 14.938 12.3 176.87 (N/A)(N/A) EX POND (OUT)EX-5-Year 5 None 14.938 12.3 174.1 595.99 0.368 J-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C EX-5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E EX-5-Year 5 None 34.217 12.35 413.58 (N/A)(N/A) J-F EX-5-Year 5 None 7.219 12.25 97.01 (N/A)(N/A) J-G EX-5-Year 5 None 31.396 12.3 389.44 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C EX_10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E EX_10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F EX_10-Year 10 None 2.132 12.15 29.41 (N/A)(N/A) DA-G EX_10-Year 10 None 4.136 12.3 45.19 (N/A)(N/A) EX POND (IN)EX_10-Year 10 None 22.887 12.25 248.8 (N/A)(N/A) EX POND (OUT)EX_10-Year 10 None 22.887 12.4 220.21 597.0 0.943 J-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C EX_10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E EX_10-Year 10 None 51.949 12.35 544.09 (N/A)(N/A) J-F EX_10-Year 10 None 11.017 12.25 134.27 (N/A)(N/A) J-G EX_10-Year 10 None 47.907 12.3 513.04 (N/A)(N/A) 2-Year Storm 5-Year Storm 10-Year Storm Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C EX_25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E EX_25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F EX_25-Year 25 None 2.97 12.15 39.14 (N/A)(N/A) DA-G EX_25-Year 25 None 5.832 12.25 60.55 (N/A)(N/A) EX POND (IN)EX_25-Year 25 None 31.752 12.25 331.03 (N/A)(N/A) EX POND (OUT)EX_25-Year 25 None 31.752 12.45 247.96 597.8 2.201 J-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C EX_25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E EX_25-Year 25 None 71.651 12.35 663.96 (N/A)(N/A) J-F EX_25-Year 25 None 15.243 12.25 175.15 (N/A)(N/A) J-G EX_25-Year 25 None 66.284 12.3 625.92 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C EX_50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E EX_50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F EX_50-Year 50 None 3.806 12.15 46.69 (N/A)(N/A) DA-G EX_50-Year 50 None 7.532 12.25 72.95 (N/A)(N/A) EX POND (IN)EX_50-Year 50 None 40.577 12.25 394.48 (N/A)(N/A) EX POND (OUT)EX_50-Year 50 None 40.577 12.45 285.99 598.2 3.258 J-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C EX_50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E EX_50-Year 50 None 91.219 12.35 759.68 (N/A)(N/A) J-F EX_50-Year 50 None 19.445 12.2 206.9 (N/A)(N/A) J-G EX_50-Year 50 None 84.556 12.3 716.48 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C EX_100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E EX_100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F EX_100-Year 100 None 4.655 12.15 53.93 (N/A)(N/A) DA-G EX_100-Year 100 None 9.267 12.25 85.19 (N/A)(N/A) EX POND (IN)EX_100-Year 100 None 49.534 12.25 457.48 (N/A)(N/A) EX POND (OUT)EX_100-Year 100 None 49.534 12.45 342.88 598.4 4.126 J-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C EX_100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E EX_100-Year 100 None 111.049 12.35 867.41 (N/A)(N/A) J-F EX_100-Year 100 None 23.705 12.2 238.76 (N/A)(N/A) J-G EX_100-Year 100 None 103.085 12.3 818.19 (N/A)(N/A) 25-Year Storm 50-Year Storm 100-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C 2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E 2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F 2-Year 2 None 0.723 12.2 12.42 (N/A)(N/A) DA-G 2-Year 2 None 2.263 12.15 41.34 (N/A)(N/A) J-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C 2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E 2-Year 2 None 16.391 12.35 150.82 (N/A)(N/A) J-F 2-Year 2 None 3.286 12.25 49.92 (N/A)(N/A) J-G 2-Year 2 None 14.957 12.35 138.40 (N/A)(N/A) PR POND (IN)2-Year 2 None 7.654 12.25 100.02 (N/A)(N/A) PR POND (OUT)2-Year 2 None 7.571 12.65 46.17 592.7 2.866 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C 5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E 5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F 5-Year 5 None 1.506 12.2 22.15 (N/A)(N/A) DA-G 5-Year 5 None 4.351 12.15 67.43 (N/A)(N/A) J-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C 5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E 5-Year 5 None 35.937 12.35 321.91 (N/A)(N/A) J-F 5-Year 5 None 7.343 12.25 98.45 (N/A)(N/A) J-G 5-Year 5 None 33.117 12.3 297.77 (N/A)(N/A) PR POND (IN)5-Year 5 None 16.655 12.25 197.63 (N/A)(N/A) PR POND (OUT)5-Year 5 None 16.536 12.55 105.24 594.37 5.197 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C 10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E 10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F 10-Year 10 None 2.21 12.2 29.16 (N/A)(N/A) DA-G 10-Year 10 None 6.176 12.15 85.59 (N/A)(N/A) J-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C 10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E 10-Year 10 None 53.903 12.35 452.82 (N/A)(N/A) J-F 10-Year 10 None 11.095 12.25 134.81 (N/A)(N/A) J-G 10-Year 10 None 49.862 12.3 421.77 (N/A)(N/A) PR POND (IN)10-Year 10 None 24.927 12.25 271.02 (N/A)(N/A) PR POND (OUT)10-Year 10 None 24.763 12.5 150.93 595.46 6.994 2-Year Storm 5-Year Storm 10-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C 25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E 25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F 25-Year 25 None 2.98 12.15 37.12 (N/A)(N/A) DA-G 25-Year 25 None 8.149 12.15 106.69 (N/A)(N/A) J-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C 25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E 25-Year 25 None 73.766 12.35 592.81 (N/A)(N/A) J-F 25-Year 25 None 15.253 12.25 174.76 (N/A)(N/A) J-G 25-Year 25 None 68.402 12.3 554.76 (N/A)(N/A) PR POND (IN)25-Year 25 None 34.069 12.25 353.04 (N/A)(N/A) PR POND (OUT)25-Year 25 None 33.86 12.5 195.45 596.48 8.938 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C 50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E 50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F 50-Year 50 None 3.737 12.15 43.16 (N/A)(N/A) DA-G 50-Year 50 None 10.077 12.15 122.04 (N/A)(N/A) J-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C 50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E 50-Year 50 None 93.388 12.35 697.05 (N/A)(N/A) J-F 50-Year 50 None 19.377 12.25 205.46 (N/A)(N/A) J-G 50-Year 50 None 86.729 12.3 653.85 (N/A)(N/A) PR POND (IN)50-Year 50 None 43.122 12.2 416.28 (N/A)(N/A) PR POND (OUT)50-Year 50 None 42.818 12.5 225.97 597.18 10.527 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C 100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E 100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F 100-Year 100 None 4.501 12.15 49.03 (N/A)(N/A) DA-G 100-Year 100 None 12.012 12.15 137.24 (N/A)(N/A) J-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C 100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E 100-Year 100 None 113.121 12.35 798.17 (N/A)(N/A) J-F 100-Year 100 None 23.552 12.25 236.33 (N/A)(N/A) J-G 100-Year 100 None 105.167 12.3 748.96 (N/A)(N/A) PR POND (IN)100-Year 100 None 52.28 12.2 479.93 (N/A)(N/A) PR POND (OUT)100-Year 100 None 51.771 12.5 247.58 597.8 12.271 25-Year Storm 50-Year Storm 100-Year Storm Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 39.12 39.12 0.00 J-B 33.19 33.19 0.00 J-C 72.06 72.06 0.00 J-D 59.10 59.10 0.00 J-E 204.03 150.82 -53.21 J-F 47.74 49.92 2.18 J-G 188.83 138.40 -50.43 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 78.21 78.21 0.00 J-B 69.06 69.06 0.00 J-C 149.01 149.01 0.00 J-D 118.33 118.33 0.00 J-E 413.58 321.91 -91.67 J-F 97.01 98.45 1.44 J-G 389.44 297.77 -91.67 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 108.39 108.39 0.00 J-B 96.72 96.72 0.00 J-C 207.63 207.63 0.00 J-D 162.98 162.98 0.00 J-E 544.09 452.82 -91.27 J-F 134.27 134.81 0.54 J-G 513.04 421.77 -91.27 10-YEAR FLOW COMPARISON 2-YEAR FLOW COMPARISON 5-YEAR FLOW COMPARISON Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 142.65 142.65 0.00 J-B 127.33 127.33 0.00 J-C 272.84 272.84 0.00 J-D 212.84 212.84 0.00 J-E 663.96 592.81 -71.15 J-F 175.15 174.76 -0.39 J-G 625.92 554.76 -71.16 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 168.85 168.85 0.00 J-B 150.93 150.93 0.00 J-C 323.08 323.08 0.00 J-D 250.78 250.78 0.00 J-E 759.68 697.05 -62.63 J-F 206.90 205.46 -1.44 J-G 716.48 653.85 -62.63 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 194.59 194.59 0.00 J-B 174.75 174.75 0.00 J-C 373.68 373.68 0.00 J-D 288.81 288.81 0.00 J-E 867.41 798.17 -69.24 J-F 238.76 236.33 -2.43 J-G 818.19 748.96 -69.23 50-YEAR FLOW COMPARISON 100-YEAR FLOW COMPARISON 25-YEAR FLOW COMPARISON PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:46 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:25 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING INUNDATION MAPEXH-3APPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEMLEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 598.43' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 598.43' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTION PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:47 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:11 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED INUNDATION MAPEXH-4LEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE IN PROPOSED CONDITIONS(597.80') AT 66" RCP HEADWALL100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 597.80' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 597.80' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTIONAPPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEM MEMORANDUM To:Mr. Larry Wright, P.E. City of Colleyville, Texas From: Douglas Arnold, P.E. Date: January 11, 2024 Re:Sagora Colleyville – Traffic Summary Memo Colleyville, Texas A residential development is proposed southwest of Cheek-Sparger Road and Bedford Court in the City of Colleyville, Texas. The development is anticipated to include a mix of senior housing options, including the following: 36 senior adult housing units (detached), 130 senior adult housing (attached), 20 congregate care units, and 63 assisted living units. Access to the development is proposed via one connection to Cheek-Sparger Road at Bedford Court and multiple connections to Wayne Drive. The anticipated completion date of the development is 2025. Based on Chapter 9 of the City’s Land Development Code, a traffic impact analysis is required when a development is anticipated to generate more than 1,000 vehicle trips per day. Using rates published in the Institute of Transportation Engineers (ITE)Trip Generation 11th edition, the daily trip generation was calculated to be 784 vehicles per day (48 AM peak hour trips, 63 PM peak hour trips). Based on this calculation, a traffic impact analysis would not be required based on the City’s Land Development Code. A detailed trip generation table is provided as an Attachment. Although a traffic impact analysis is not required by code, a high-level traffic review was performed for the proposed development to determine if there are any anticipated impacts to the adjacent public street with the addition of the site traffic. The following provides some takeaways from that review: · A peak period traffic counts was performed on Tuesday, September 27, 2022, at the intersections of Cheek-Sparger Road & Bedford Court. Based on the counts, there are 1,210 vehicles during the AM peak hour volume and 1,450 vehicles during the PM peak hour. · Based on anticipated travel patterns of the development traffic, it is anticipated that 65% of the site traffic will travel through the intersection of Cheek-Sparger Road & Bedford Court. This equates to 31 vehicles during the AM peak hour and 41 vehicles during the PM peak hour. This increase in traffic represents a 2.5% increase in overall intersection volumes during the AM peak hour and a 2.8% increase in overall intersection volumes during the PM peak hour. These percentages are typically thought of having an insignificant impact on intersection operations. · Based on field observations at the intersection of Cheek-Sparger Road & Bedford Court, the northbound and southbound approaches appear to operate below acceptable conditions during the weekday AM and PM peak hours. · Based on the projected site traffic volumes, right-turn lanes and left-turn lanes are not anticipated to be needed to serve development traffic at the access points along Wayne Drive. Based on the information provided above, the proposed Sagora Colleyville development is not anticipated to have any significant impacts on the surrounding roadway network. 01/11/2024 Table 1: Trip Generation Calculation ATTACHMENT T TV WW TV TV W S D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T. LOT 2 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. 18.4553 ACRES 803,912 SQ. FT. N89°12'18"E 245.29' S0°36'05"W 275.00' N88°58'05"E 301.30' S0°44'05"E 257.25' ∆=17°05'04" R=105.00' L=31.31' CB=S7°48'27"W C=31.19' N89°53'51"E 169.63' N0°44'05"W 70.00' N89°53'51"E 77.00'S0°28'47"E829.69'N0°47'50"E952.69'∆=14°07'50" R=834.76' L=205.87' CB=N6°31'36"W C=205.35' N13°35'31"W 29.90' ∆=12°37'00" R=646.64' L=142.39' CB=N7°04'42"W C=142.11' N0°46'12"W 25.00' 5/8" IRF BEARS N2°26'30"W-0.79' XF INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:40AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 1 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 0######## 1" = ##'@ 24X36 VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 2) SURVEYORS CERTIFICATION: To: Old Republic National Title Insurance Company; Old Republic National Title; CD Holdings Company LLC, a Colorado limited liability company; Beall Denton Partners, LP: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1,3,4,8,9,13 and 16 of Table A thereof. The field work was completed on August 24, 2022. Survey Date: August 26, 2022 J. Andy Dobbs Registered Professional Land Surveyor No. 6196 Kimley-Horn and Associates, Inc. 13455 Noel Road Two Galleria Office Tower, Suite 700 Dallas, Texas 75240 Ph. 972-770-1300 andy.dobbs@kimley-horn.com NOTES ADDRESSING SCHEDULE B EXCEPTIONS: (Pursuant to Commitment for Title Insurance, issued by Old Republic National Title Insurance Company, GF. No. 5150012860B, effective date June 21, 2022, issued June 29, 2022.) 10d. The following items depicted on Volume 388-29, Page 141, Volume 388-42, Page 69, Plat Records of Tarrant County, Texas, Instrument No. D214100098 of the Official Public Records of Tarrant County, Texas, do lie within the limits of the surveyed property and are shown hereon: -35' Drainage Easement -Variable width Drainage Easement -Private Drainage Easement -5' Utility Easement -10' Water Easement -15' Drainage Easement -10'x10' Water Easement 24' Firelane, Access and Utility Easement -Drainage Easement -15' Water Easement -Variable width Pedestrian Easement -Variable width Water Easement -15' Sanitary Sewer Easement -Variable width Drainage Easement 10e. The Ingress and Egress easement recorded in Volume 4038, Page 100 of the Deed Records of Tarrant County, Texas does lie within the limits of the surveyed property and is approximately shown hereon. NOTES: 1. The surveyed property does not appear to be in use as a dump, sump or sanitary landfill. 2. No visible evidence of current earth moving work, building construction or building additions were observed at the time of survey. PROPERTY DESCRIPTION: BEING all of Lot 1 and Lot 2, Block A of Heritage Farms, an addition to the City of Bedford and the City of Colleyville, Texas according to the plat recorded in Document No. D214100098 of the official Public Records of Tarrant County, Texas. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT U E S E T T TT T TTT S S TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339L.L.MCLAINSURVEY-ABSTRACTNO.1077CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1 CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)18.4553 ACRES 803,912 SQ. FT. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T.S0°28'47"E829.69'N88°05'24"W 761.64'N0°47'50"E952.69'(APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:41AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 2 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 1) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS U E S E T T TT T TTT S S FL 13" MP=605.7± TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1RIM = 611.1± FL12"PVC(N)=602.6± FL12"PVC(S)=602.5± FL8"PVC(W)=603.0± RIM = 611.2± FL12"PVC(N)=602.7± FL12"PVC(S)=602.7± 6 0 4 6 0 5 6 0 2 6 0 2 6 0 1 601 6 0 2 603 604 605 606 607 605604 606607 607608608609606607 608610611611611602601 600600 598598598597 597598594598 5 9 9 6005996 0 0 5985985996015 9 9 ASPHALT PAVEMENTL.L.MCLAINSURVEY-ABSTRACTNO.1077CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 1 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 2) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. T FL 36" RCP=593.3± TV WW TV TV W FL 28" RCP=606.3±S FL 20" MP=605.7± D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST EDGE OF WATER AS OF 08/10/2022 EDGE OF WATER AS OF 08/10/2022 BM 100 BM 150 GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST RIM = 597.7± FL36"RCP(S)=592.6± RIM = 597.5± FL36"RCP(E)=593.0± RIM = 596.7± FL60"RCP(N)=589.4± RIM = 609.2± FL8"PVC(N)=605.2± FL8"PVC(S)=605.0± FL8"PVC(W)=605.1± 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 O.P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T.611611610610611612613614615616619 620 621 620 6 1 9 6 1 8 6 1 7 6166156 1 4 6136 1 5 6136 1 5 6106 1 0611 607606605609606 605604603601600599595 5 9 5 5 9 7598 5975985985 9 9599 5985996 0 0 6016026036046 0 0 600 599 598 597 5965 9 3 597591LOT 2 GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. XF WOOD FENCE INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP FL 65" RCP=589.8± Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 2 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 1) City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number 2b Agenda Date 3/11/2024 Number Type Public Hearing Agenda Items Department Community Development Title Consideration of a Special Use Permit to allow for a fence on Lot 1, Block 1, Vankawala Residence Addition, being located at 4910 Behrens Court, Case ZC24-002 Explanation Rajendra Vankawala, the applicant, has submitted a request for a Special Use Permit on Lot 1, Block 1, Vankawala Residence Addition, being approximately 0.86 acres, and zoned R-40 Single Family Residential. The SUP request is to allow a 6-foot wrought iron fence with masonry columns to be placed on the property line along Glade Road within the required street side yard setback. Existing Conditions/Background: The subject property, 4910 Behrens Court, resides at the intersection of Glade Road and Behrens Court and has R-40 Single Family Residential zoning. The property currently has a single family home constructed in 2019. SUP Request: The applicant is requesting approval of an SUP to allow for a wrought iron fence 6-feet in height with masonry columns 7-feet in height to be placed within the street side yard setbacks along Glade Road. Ordinance – Section 3.26 Fences, Free Standing Walls, and Screening Materials Regulations of the Land Development Code establishes the maximum size and location of fencing to be permitted by staff on a residential lot: “E. Fence and Free-Standing Wall Setback Requirement: 1. Front Yards: No fence or free standing wall greater than thirty (30) inches in height and no greater than twenty-five (25) percent opaque construction shall be located beyond the front façade of the primary residential structure. d. Exceptions to front yard requirement: Lots containing a minimum of 40,000 square feet, and subdivisions, shall be allowed to construct a perimeter fence within the front yard setback. Said fencing shall be no greater than eight (8) feet in height and shall have no greater than twenty-five (25) percent opaque construction within the front yard. Allowed construction materials shall be the same as paragraph '1.a' above. This exception shall not apply to properties zoned as a PUD district. 2. Corner Side Yards: Except where allowed elsewhere in this chapter, no fence or free City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2b standing wall greater than thirty (30) inches in height and no greater than twenty-five (25) percent opaque construction shall extend into the required street side yard. The regulations of 1.a through 1.d above shall apply." Special Use Permit Provision: Any request for a building permit for a fence/wall which does not meet the criteria in this Section shall only be authorized after approval of a Special Use Permit by the City Council using the procedures contained elsewhere in this Land Development Code. Analysis: The applicant is making the request to add more privacy to their home and to be in line with the fence line along their neighbor’s front yard. The fence being proposed would be a 6-foot tall iron fence with 7-foot tall masonry columns placed every 40-feet, and it would encroach in the street side yard setback. The fencing would be placed on the property line along Glade Road. The lot is 37,458 square feet in size, just under the threshold to qualify for the exemption that would allow a fence in this location. Plat Status: The property is platted as Lot 1, Block 1, Vankawala Residence Addition. DRC Review: The DRC met on February 12, 2024 and determined the case would be scheduled for the next available Planning and Zoning Commission meeting. Drainage: NA Surrounding Development: The properties to the north are zoned R-20 Single Family Residential and improved with single family homes. The properties to the east, west, and south are zoned R-40 Single Family Residential and improved with single family homes. 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 denial of the requested SUP as it does not meet the technical requirements of the Land Development Code. Recommendation Denial Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Fence Exhibit City of Colleyville Page 3 Planning and Zoning Commission Agenda Briefing 2b 6. Notification Map 7. Notification List 8. Notification Letter 9. Draft Ordinance 1708 5012 4808 5013 1709 4900 4804 1717 1801 4900 4904 4713 1717 5000 1712 1721 5009 4900 4901 1705 1713 4808 5101 4910 1708 1716 5004 4905 4916 4800 1701 4805 5005 1712 4812 1604 18001716 1800 1700 1725 4901 1805 4912 5008 1704 1704 G L A D E RDCHELSEA DRARTHUR DR BEHRENS RDBEHRENS CTCRANBROOKDRWSubject 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. ZC24-002 4910 Behrens Ct Aerial Map 4813 1708 5012 4808 5013 1709 4801 4900 4804 1805 5105 5012 1717 1801 5004 4900 4904 4713 4713 4801 4901 1717 5000 1712 4716 1721 4709 5009 1709 4801 4900 4901 1705 1713 4808 5100 5101 4800 4800 4910 1809 1600 1708 1716 5016 5004 4905 4916 4800 4710 1701 4805 4809 5005 1801 1712 1717 4805 5016 1805 4812 1604 18001716 4809 5008 1800 1609 1700 1725 4901 1805 1804 1804 1713 4912 5008 1705 1704 5104 1704 1611 GLADE RDCHELSEA DRROSE STARTHUR DR BEHRENS RDBEHRENS CTCRANBROOKDRWR-40 R-20 R-40 R-20 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. ZC24-002 4910 Behrens Ct Zoning Map 4813 1708 5012 4808 5013 1709 4801 4900 4804 1805 5105 1717 1801 4900 4904 4713 4713 4801 4901 1717 5000 1712 4716 1721 5009 1709 4801 4900 4901 1705 1713 4808 5101 4800 4800 4910 1809 1708 1716 5016 5004 4905 4916 4800 1701 4805 4809 5005 1801 1712 1717 4805 1805 4812 1604 18001716 4809 1800 1609 1700 1725 4901 1805 1804 1804 1713 4912 5008 1705 1704 1704 1611 GLADE RDCHELSEA DRROSE STARTHUR DR BEHRENS RDBEHRENS CTCRANBROOKDRWResidential 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. ZC24-002 4910 Behrens Ct Future Land Use Map Reasons for fence on property line: • Privacy • Using the fence as a noise barrier from Glade Road is only effective from a further distance as it bounces sound away from home • Do not want to lose more space on lot as we have already lost property to the Glade road expansion • Majority of properties on Glade road have the fence on the property line • Back neighbor’s fence is on the property line therefore, it will disrupt the continuity of the fence line moving it in 20-30 ft • Loss of property value if we can’t install on property line because we would be exposing the remaining portion of the yard to Glade Road 4813 1708 5012 4808 5013 1709 4801 4900 4804 1805 5105 5012 1717 1801 5004 4900 4904 4713 4713 4801 4901 1717 5000 1712 4716 1721 5009 1709 4801 4900 4901 1705 1713 4808 5100 5101 4800 4800 4910 1809 1600 1708 1716 5016 5004 4905 4916 4800 1701 4805 4809 5005 1801 1712 1717 4805 5016 1805 4812 1604 18001716 4809 5008 1800 1609 1700 1725 4901 1805 1804 1804 1713 4912 5008 1705 1704 5104 1704 1611 G L A D E RDCHELSEA DRARTHUR DR ROSE STBEHRENS RDBEHRENS CTCRANBROOKDRWParcels to be notified Buffer 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. ZC24-002 4910 Behrens Ct Notification Map 1 Notify_List Owner Name Owner City Owner Zip Situs Address PEAK, CAROLYN J COLLEYVILLE, TX 76034 1708 GLADE RD HARRINGTON, D NEAL COLLEYVILLE, TX 76034 5012 CHELSEA DR HUBBARD, MATTHEW COLLEYVILLE, TX 76034 4808 BEHRENS CT WINTERS, DAN L COLLEYVILLE, TX 76034 5013 ROSE ST BROWN, KATHARINE M COLLEYVILLE, TX 76034 1709 ARTHUR DR WORD, RAMIE COLLEYVILLE, TX 76034 4900 BEHRENS RD TANG, YUAN COLLEYVILLE, TX 76034 1717 GLADE RD LY, DUY COLLEYVILLE, TX 76034 4900 BEHRENS CT BANTA, STEVEN M COLLEYVILLE, TX 76034 4904 BEHRENS CT DICKINSON, SPENCER COLLEYVILLE, TX 76034 1717 ARTHUR DR OLENGUE, INNOCENT COLLEYVILLE, TX 76034 5000 CHELSEA DR DIDIER, RICHARD COLLEYVILLE, TX 76034 1712 GLADE RD VOLOSEN, MIRCEA COLLEYVILLE, TX 76034 1721 GLADE RD STEWART, LARRY R COLLEYVILLE, TX 76034 5009 ROSE ST DUFFY CARINA COLLEYVILLE, TX 76034 4900 CRANBROOK DR W COX LIVING TRUST COLLEYVILLE, TX 76034 4901 BEHRENS RD MILNER, WALTER J COLLEYVILLE, TX 76034 1705 ARTHUR DR HANSON, ANNE F COLLEYVILLE, TX 76034 1713 ARTHUR DR VANKAWALA, RAJENDRA C COLLEYVILLE, TX 76034 4910 BEHRENS CT SPENCER, DANIEL COLLEYVILLE, TX 76034 1708 ARTHUR DR CHAPPELL, LARRY W COLLEYVILLE, TX 76034 1716 GLADE RD HOOKS, DURAN COLLEYVILLE, TX 76034 5004 CHELSEA DR COPLON, MAHLON COLLEYVILLE, TX 76034 4905 BEHRENS RD NGUYEN, HAI COLLEYVILLE, TX 76034 4916 BEHRENS RD DAVID BAUM FAMILY REVOCABLE TRU COLLEYVILLE, TX 76034 4800 BEHRENS CT DAVID AND KECIA MALDONADO REVOC COLLEYVILLE, TX 76034 1701 GLADE RD REINHARDT LIVING TRUST COLLEYVILLE, TX 76034 4805 BEHRENS CT BACA, CHAD COLLEYVILLE, TX 76034 5005 ROSE ST ABBOTT, LARRY COLLEYVILLE, TX 76034 1712 ARTHUR DR CRESPEL, KEVIN COLLEYVILLE, TX 76034 4812 CRANBROOK DR W BAUM, DANIEL COLLEYVILLE, TX 76034 1604 GLADE RD HARRIS ANDREW J TRUST COLLEYVILLE, TX 76034 1800 GLADE RD DUCIC, YADRANKO COLLEYVILLE, TX 76034 1700 GLADE RD CRANBROOK HOMEOWNERS ASSOCIATIO COLLEYVILLE, TX 76034 1725 GLADE RD BUI, KEVIN COLLEYVILLE, TX 76034 1805 GLADE RD MCCOLLOUGH JOYCE B COLLEYVILLE, TX 76034 4912 BEHRENS RD MANGHAM, WEBSTER M COLLEYVILLE, TX 76034 5008 CHELSEA DR STANLEY, REBECCA S COLLEYVILLE, TX 76034 1704 GLADE RD PARKER, TIMOTHY COLLEYVILLE, TX 76034 1704 ARTHUR DR CHELSEA PARK ADDITION COLLEYVILLE ,TX 76034 COURTESY NOTICE CRANBROOK ESTATES COLLEYVILLE ,TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD GRAPEVINE, TX 76051 STATE REQUIRED 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, March 11, 2024 at 7:00 p.m. City Council Meetings: Tuesday, April 2, 2024 & Tuesday, April 16, 2024 at 7:00 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Special Use Permit to allow for a fence on Lot 1, Block 1, Vankawala Residence Addition. The purpose of the request is to allow for a 6 foot wrought iron fence with masonry columns to be placed along the perimeter of the property along Glade Road in the street side yard setback. Zoning Case:ZC24-002 Applicant:Rajendra Vankawala Owner: Rajendra Vankawala Location:4910 Behrens Ct Property Description:Lot 1, Block 1, Vankawala Residence Addition Present Zoning:R-40 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. Christopher Pham Planner ORDINANCE O-24-xxxx AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON 0.86 ACRES, BEING LOT 1, BLOCK 1, VANKAWALA RESIDENCE ADDITION BY AUTHORIZING A SPECIAL USE PERMIT TO ALLOW FOR A FENCE TO EXTEND INTO THE STREET SIDE YARD SETBACK; 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 fence to extend into the street side yard setback, Case No. ZC24-002; 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 fence on 0.86 acres, being Lot 1, Block 1, of the Vankawala Residence Addition, located at 4910 Behrens Court, as depicted on the attached as Exhibit “A”. Ordinance O-24-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: 0B1. GENERAL a. The Special Use Permit shall allow a fence to extend into the street side yard setback. b. It shall be generally consistent with the site plan and as depicted on the attached Exhibit “B”. c. 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. 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. Ordinance O-24-xxxx Page 3 of 3 The first reading and public hearing being conducted on the 2nd day of April 2024. The second reading and public hearing being conducted on the 16th day of April 2024. PASSED AND APPROVED BY A VOTE OF _ AYES, _ NAYS, AND _ ABSTENTIONS ON THIS THE 16TH DAY OF APRIL 2024. Mayor Bobby Lindamood Mayor Pro Tem Callie Rigney Place 1, Brandi Elder Place 4, Ben Graves Place 2, George Bond Place 5, Chuck Kelley Place 3, Scotty Richardson 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 Exhibit “B” – Site Plan City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION BRIEFING Agenda Number 2c Agenda Date 3/11/2024 Number Type Public Hearing Agenda Items Department Community Development Title Consideration of a Special Use Permit to allow for dog grooming on Lot 1RA, Block 1, Kroger Addition, being located at 4906 Colleyville Boulevard, Suite 202, Case ZC24-003 Explanation Ana Hinojosa, the applicant, has submitted a request for a Special Use Permit (SUP) for dog grooming on Lot 1RA, Block 1, Kroger Addition, being approximately 1.89 acres, and zoned CC-2 Shopping Center. A dog grooming salon is only allowed in the CC-2 Shopping Center zoning district with the approval of an SUP. Existing Conditions/Background: The subject property, 4906 Colleyville Boulevard, Suite 202, is zoned CC-2 Shopping Center and is generally located northwest of the intersection of Colleyville Boulevard and Glade Road in the Walmart Shopping Center. The property is a platted lot and is developed with a retail shopping center. The property will operate as a business known as Scenthound. SUP Request: The applicant is requesting approval of an SUP to allow for a dog grooming salon. The property is zoned CC-2, Shopping Center, which allows for dog grooming with approval of an SUP. Special Use Permit Provision: Any request for dog grooming shall only be authorized after approval of a Special Use Permit by the City Council using the procedures contained elsewhere in this Land Development Code. Analysis: Per the attached Statement of Planning Objectives, the proposed name of the business is “Scenthound” and it is a dog grooming salon. There will be no veterinary, no vacation boarding services, and no pet daycare services. They will offer spa-style pet grooming services. They will also install sound-proof walls and new HVAC ventilation systems. Pet waste stations will be installed inside and outside the property and in the adjacent parking areas. According to the statement of planning objectives, the hours of operation of the business will be: 8:30 am to 5:30 pm Monday-Saturday; Closed on Sundays. Plat Status: The property is platted as Lot 1, Block 1RA, Kroger Addition. DRC Review: The DRC reviewed the request during their February 19, 2024 meeting and determined the application was complete and may be scheduled for the next available Planning and Zoning Commission meeting. City of Colleyville Page 2 Planning and Zoning Commission Agenda Briefing 2c Drainage: NA Surrounding Development: The properties to the north and east are zoned PUD-C Planned Unit Development – Commercial and are improved mixed-use development. The properties to the west are zoned PUD-R Planned Unit Development - Residential and are improved with single-family homes. The properties to the south are zoned CC-2 Shopping Center and are improved with commercial retail shops. 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 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 recommends approval of the Special Use Permit. The proposed zoning change is generally consistent with the City’s comprehensive plan. Additionally, the request is consistent with the land uses located on the subject property and the governing zoning district. Recommendation Approve Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Site Plan Exhibit 6. Floor Plan Exhibit 7. Additional Photos Provided by Applicant 8. Notification Map 9. Notification List 10. Notification Letter 11. Draft Ordinance COTTAGE OAK LN MAPLEWOOD TRPLEASANTRUNRDVILLAGE LNG L A D E R D COTTAGE LN CASA LN PIAZZA LN MAIN ST SHADOWOOD RDBRANSFORDRDCOLLEYVILLEBLVDTERRA COTTA WAY SHADOWOOD TRGLADECREEKDRVERAND A L N MI SSI ONLNOLD GLADE RD 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. ZC24-003 4906 Colleyville Blvd Aerial Map COTTAGE OAK LN PLEASANT RUN RDMAIN ST VILLAGE LNGL A D E R D MAPLEWOOD TR COTTAGE LN CASA LN PIAZZA LN COLLEYVILLE BLVDSHADOWOOD RDTERRA COTTA WAY SHADOWOOD TRGLADECREEKDRVERAND A L N MI SSI ONLNL A K E W O O D DR OLD GLADE RD CC-1 AG CC-1 R-MF CC-2 CC-1 PUD-R PUD-C AG CC-2 CC-1 CN R-20 CC-2 PUD-C PUD-C 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. ZC24-003 4906 Colleyville Blvd Zoning Map COTTAGE OAK LN MAPLEWOOD TRPLEASANTRUNRDVILLAGE LNG L A D E R D COTTAGE LN CASA LN PIAZZA LN MAIN ST SHADOWOOD RDBRANSFORDRDCOLLEYVILLEBLVDTERRA COTTA WAY SHADOWOOD TRGLADECREEKDRVERAND A L N MI SSI ONLNOLD GLADE RD Residential Colleyville Blvd Corridor Open Space; Parks Water Body 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. ZC24-003 4906 Colleyville Blvd Future Land Use Map City of Colleyville Special Use Permit Statement of Planning Objec�ves: This statement is submited on behalf of NTX Hounds II LLC dba Scenthound. NTX Hounds II LLC seeks to lease space at the Colleyville Plaza Shopping Center, which is owned/operated by: Colleyville Plaza LP 580 Decker Drive, Suite 203 Irving, TX 75062 (972)650-4200 The specific unit is located at: 4906 Colleyville Blvd, Suite 202, Colleyville, TX 76034. The legal descrip�on of the property is: Lot IR-A, Block 1, of the Kroger Addi�on to the City of Colleyville, Tarrant County, Texas according to the Plat records, Tarrant County, Texas, together with all improvements thereon. Unit 202 of this Shopping Center is approximately 1750 square feet in building, and shown in the diagram found in Exhibit “A” atached. It is two doors down from the Walmart Neighborhood Market. NTX Hounds II, LLC intends to operate a franchise by the name of Scenthound, which provides dog hygiene and wellness. There will be no veterinary or overnight boarding services offered. Scenthound is a wellness-focused dog care concept — which means that our primary goal is to keep your pup clean and healthy. Our basic hygiene packages include a bath, ear cleaning, nail trimming and teeth brushing. We will also offer addi�onal services including brush out, blow out and grooming, to name a few. We offer service through a membership concept that generates predictable volumes of required services. Our mission is to provide rou�ne hygiene and wellness care so dogs live longer, happier lives. We are changing how dog parents think about caring for their dogs by educa�ng them and providing an accessible and affordable way to get the basic hygiene and wellness care their dogs need. The American Pet Products Associa�on’s State of the Industry data for 2022 reported $136.8 billion spent on pets in the U.S. Our communi�es have a high concentra�on of dogs per household and disposable income. Unlike other markets, which tend to fluctuate with a changing economy, the pet industry has maintained consistent growth since the 1980s; this is due primarily to the steady increase in pet ownership. Far exceeding that growth is pet owner spending, par�cularly as it relates to maters of pet health and wellness. It’s also interes�ng to note that currently, in the U.S., Genera�on X and millennials make up the vast majority of pet owners (more than 65%). As a result, the APPA (American Pet Products Associa�on) is projec�ng that the pet industry is expected to see con�nued growth, with no signs of a slowdown; and pet grooming is reported to be one of the fastest-growing segments in the industry. Industry Overview In the United States, the pet service industry-hygiene and grooming industry presently generates more than $8.3 billion dollars in annual sales. According to Bloomberg, the analysis finds that the US is posi�oned to con�nue to remain the largest pet market, with sales approaching $200 billion by the end of the decade. This growth is driven by an increase in spending on pet-related healthcare — including veterinary care, diagnos�cs, and pharmaceu�cals — that has created longer pet lifespans that require more expensive elderly care. This advancement and priori�za�on of elderly care may in turn lead to an increase of the US pet popula�on by 13%. Other emerging markets may see outsized growth due to the increase in nuclear families in urban areas, single-person households, and a rise in per capita disposable income. Research shows that consumers in this industry primarily focus on the following factors when making purchasing decisions: • Value of the services • Convenience of scheduling services • Quality of the care and service provided to the dogs • Reputa�on of the establishment • Professionalism and courtesy of staff The owners of NTX Hounds II LLC currently successfully operate their first Scenthound loca�on in Southlake, TX at 500 W. Southlake Blvd. #129, Southlake, TX 76092. This loca�on would be their 2nd loca�on, although there are several other franchise partners developing franchise loca�ons throughout the DFW Metroplex. NTX Hounds II LLC holds the franchise territory rights for the Colleyville/North Richland Hills, TX area. There are plans for leasehold improvements in accordance with the Franchise Design and Construc�on Manual, which is a large document, but can be available upon request. Exhibit “B” shows a rendering of the current space and a dra� proposed layout of the required leasehold improvements for Ste 202. It is worth men�oning that the franchise has strict minimum requirements with regards to HVAC capability, due to the health requirements of dogs, and building material requirements to address any noise generated by dogs and dryer equipment. The design of the retail space is very sleek and clean. There is a small front desk space and lobby area that includes a “knowledge wall” with informa�on on the dog anatomy and the services we offer, a sleek white �le wall behind the front desk with three white background signs with black leters hanging, and a white wall with three retail shelves for some of the products we sell. Exhibit “C” provides some sample pictures of what a store front looks like, what the front desk area looks like and what the retail shelves look like. The construc�on will be done to the required permit standards and regula�ons. The all materials will be new, and they are outlined in the Design and Construc�on Manual, to be provided upon request. Any addi�onal informa�on needed will be promptly provided. Your kind considera�on of this Special Use Permit will be greatly appreciated. Sincerely, Ana B. Hinojosa and Samuel H. Beckman Scenthound Franchise Partners www.scenthound.com (817) 789-1111 Atached Exhibits (A-C) Current Layout #202Draft Initial Proposed LayoutExhibit B SUP Current Layout #202Draft Initial Proposed LayoutExhibit B SUP 50 4900 5002 4913 5005 88 5025 4911 5001 4911 4908 4906 1698 51 17 85 51 5108 4907 14 51 2305 4910 4915 5002 5150 5003 5016 85 5000 35 5101 41 101 96 87 5000 4912 5004 5010 13 94 5115 5117 5100 84 5000 4908 4925 5201 4800 5005 88 4912 4909 710 53 5001 5017 24 62 4804 4917 4913 4906 88 50032200 5204 4800 5003 4903 13 4909 83 4714 4913 85 3450 601 37 4904 4928 1880 800 5104 4910 5005 4917 33 701 4905 5200 5007 5004 4902 4718 700 5019 5019 5019 5019 4914 4814 77 8592 33 5102 5100 5104 5101 5105 5103 5102 2203 5109 52 60 54 40 44 46 50 48 42 100 97 4708 4841 707 4843 COTTAGE OAK LN MAIN ST PLEASANTRUNRDVILLAGE LNG L A D E R D MAPLEWOOD TR COLLEYVILLE BLVDVERAND A L N COTTAGE LN PIAZZA LN SHADOWOOD RDTERRA COTTA WAY SHADOWOOD TRMISSIONLNLAKEWOODDR OLD GLADE RD Parcels to be notified Buffer 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. ZC24-003 4906 Colleyville Blvd Notification Map 1 Notify_List Owner Name Owner City Owner Zip Situs Address LAKE, WILLIAM D COLLEYVILLE, TX 76034 53 PIAZZA LN COLLEYVILLE PLAZA LP IRVING, TX 75062 4900 COLLEYVILLE BLVD WHITTEN FAMILY TRUST COLLEYVILLE, TX 76034 5002 SHADOWOOD RD COLLEYVILLE REALTY HOLDINGS COLLEYVILLE, TX 76034 92 PIAZZA LN BOYD, PATRICIA COLLEYVILLE, TX 76034 4913 SHADOWOOD RD HANDLEY, RICHARD COLLEYVILLE, TX 76034 88 VILLAGE LN SORIAL, YOUSSEF W COLLEYVILLE, TX 76034 4911 SHADOWOOD RD IRVIN, RODNEY L COLLEYVILLE, TX 76034 5001 SHADOWOOD RD SPICER, TAMARA COLLEYVILLE, TX 76034 61 PIAZZA LN THE WISDOM CENTER INC COLLEYVILLE, TX 76034 51 VILLAGE LN JUST2CAN LLC COLLEYVILLE, TX 76034 85 VILLAGE LN ANTHONY & VIVIAN MCNOSKY REVOCA COLLEYVILLE, TX 76034 5108 PLEASANT RUN RD GROCE FAMILY TRUST COLLEYVILLE, TX 76034 4907 SHADOWOOD RD CHARLES, C A COLLEYVILLE, TX 76034 4910 SHADOWOOD RD Y2KITCHEN PROPERTIES LLC COLLEYVILLE, TX 76034 5003 COLLEYVILLE BLVD KEVIN AND DONNA ALLEN FAMILY TR COLLEYVILLE, TX 76034 55 PIAZZA LN JPMORGAN CHASE BANK HOUSTON, TX 77252 5000 COLLEYVILLE BLVD CHARNICKY, KEVIN COLLEYVILLE, TX 76034 5004 SHADOWOOD RD LEE, NELSON COLLEYVILLE, TX 76034 5000 SHADOWOOD RD HAVRAN, JOHN COLLEYVILLE, TX 76034 4908 SHADOWOOD RD DUNAGAN, KETRINA COLLEYVILLE, TX 76034 57 PIAZZA LN COCANOUGHER ASSET NO 3 LTD NORTH RICHLAND HILLS, TX 76180 5005 COLLEYVILLE BLVD NGUYEN, HIEU V SOUTHLAKE, TX 76092 4912 SHADOWOOD RD VILLAGE OWNERS ASSOCIATION INC DALLAS, TX 75265 47 VILLAGE LN THOMPSON, JOHN E COLLEYVILLE, TX 76034 905 OLD GLADE RD NOBLIT, DON FORT WORTH, TX 76182 4913 COLLEYVILLE BLVD TRINITY COLLEVILLE RE LLC COLLEYVILLE, TX 76034 88 VILLAGE LN FAUGHT, SAMUEL COLLEYVILLE, TX 76034 5003 SHADOWOOD RD SC 16 VILLAGE LANE INVESTMENT L FORT WORTH, TX 76102 16 VILLAGE LN PELTON, JUDITH K COLLEYVILLE, TX 76034 4909 SHADOWOOD RD FADDEN, MARK COLLEYVILLE, TX 76034 59 PIAZZA LN SLANEY, RICHARD COLLEYVILLE, TX 76034 37 VILLAGE LN WAL-MART REAL ESTATE BUS TRUST BENTONVILLE, AR 72716 4904 COLLEYVILLE BLVD BROWN, RICHARD COLLEYVILLE, TX 76034 5005 SHADOWOOD RD PROPER TEA HOLDINGS LLC FORT WORTH, TX 76126 4917 COLLEYVILLE BLVD THE SNYDER FAMILY LIVING TRUST COLLEYVILLE, TX 76034 4905 SHADOWOOD RD MOZINGO FAMILY LIVING TRUST COLLEYVILLE, TX 76034 5007 SHADOWOOD RD HEA21 LLC COLLEYVILLE, TX 76034 28 VILLAGE LN ZELL THREE INC DUNCANVILLE, TX 75137 700 GLADE RD ANTHONY, GRAYDON IRVING, TX 75062 4914 SHADOWOOD RD WORTHINGTON NATIONAL BANK FORT WORTH, TX 76102 4814 COLLEYVILLE BLVD KSW HOLDING MANSFIELD LP DENTON, TX 76210 77 PIAZZA LN RP GROUP INVESTMENTS LLC FRISCO, TX 75033 32 VILLAGE LN 52 VILLAGE LANE LLC SOUTHLAKE, TX 76092 52 VILLAGE LN SC COLLEYVILLE-60 VILLAGE LANE KELLER, TX 76244 60 VILLAGE LN ZIMMERMAN, THERESA COLLEYVILLE, TX 76034 54 VILLAGE LN JAMES, DUSTIN COLLEYVILLE, TX 76034 40 VILLAGE LN ATKINSON, ERIC COLLEYVILLE, TX 76034 44 VILLAGE LN STALEY, JENNIFER COLLEYVILLE, TX 76034 46 VILLAGE LN WEESE, DENNIS HUNTSVILLE, AL 35802 50 VILLAGE LN JORDAN, JENNIFER COLLEYVILLE, TX 76034 48 VILLAGE LN VADYSIRISACK, PANG COLLEYVILLE, TX 76034 42 VILLAGE LN LAKEWOOD ESTATES COLLEYVILLE ,TX 76034 COURTESY NOTICE SHADOWOOD TRAIL CONDOMINIUMS COLLEYVILLE ,TX 76034 COURTESY NOTICE GRAPEVINE COLLEYVILLE ISD GRAPEVINE, TX 76051 STATE REQUIRED 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, March 11, 2024 at 7:00 p.m. City Council Meetings: Tuesday, April 2, 2024 & Tuesday, April 16, 2024 at 7:00 p.m. 3rd floor of City Hall, 100 Main Street, Colleyville, Texas Request: Consideration of a Special Use Permit to allow for dog grooming on Lot 1RA, Block 1, Kroger Addition. The purpose of the request is to allow for a dog grooming salon. Zoning Case:ZC24-003 Applicant:Ana Hinojosa Owner: Colleyville Plaza LP Location:4906 Colleyville Blvd Unit 202 Property Description:Lot 1RA, Block 1, Kroger Addition Present Zoning:CC-2 Shopping Center 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. Christopher Pham Planner ORDINANCE O-24-XXXX AMENDING THE ZONING ORDINANCE AND THE OFFICIAL ZONING MAP OF THE CITY OF COLLEYVILLE, TEXAS, BY CHANGING THE ZONING ON APPROXIMATELY 1.89 ACRES, BEING LOT 1RA, BLOCK 1, KROGER ADDITION, LOCATED AT 4906 COLLEYVILLE BOULEVARD, SUITE 202, BY AUTHORIZING A SPECIAL USE PERMIT FOR DOG GROOMING SERVICES FOR THE BUSINESS KNOWN AS SCENTHOUND; 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 a dog grooming services business Case No. ZC24- 003; 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 for Dog Grooming on 1.89 acres, being Lot 1RA, Block 1, of the Kroger Addition, located at 4906 Colleyville Boulevard Suite 202, for the business known as Scenthound, as depicted on the attached as Exhibit “A”. Ordinance O-24-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: 0B1. GENERAL a. The Special Use Permit shall apply to the Dog Grooming Salon business only. b. The name of the business authorized for Dog Grooming by this Special Use Permit shall be called “Scenthound”. c. The hours of operation are: Monday – Saturday 8:30 am – 5:30 pm; and Closed on Sundays. d. The entire business must be conducted within a soundproofed building. Noise and odors created by activities within the building shall not be discernible beyond the property line. e. No animals shall be kept outside the building. f. No vacation boarding, overnight boarding, or veterinary services shall be allowed. g. The dog grooming salon shall be for outpatient services only. h. 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. i. 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-24-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 2nd day of April 2024. The second reading and public hearing being conducted on the 16th day of April 2024. PASSED AND APPROVED BY A VOTE OF _ AYES, _ NAYS, AND _ ABSTENTIONS ON THIS THE 16TH DAY OF APRIL 2024. Mayor Bobby Lindamood Mayor Pro Tem Callie Rigney Place 1, Brandi Elder Place 4, Ben Graves Place 2, George Bond Place 5, Chuck Kelley Place 3, Scotty Richardson 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 Exhibit “B” – Site Plan Exhibits