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Planning and Zoning Commission-Agenda Packets-4/22/2024
City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, APRIL 22, 2024 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1. CALL TO ORDER 2. PRESENTATION AND DISCUSSION 2a Presentation and discussion of a rezoning from PUD-C Planned Unit Development Commercial to PUD-C Planned Unit Development Commercial on Lots 1 and 2, Block A, of the Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 TABLED TO THE MAY 13TH PLANNING AND ZONING COMMISSION MEETING 2b Presentation and discussion of a Special Use Permit to allow for Package Store Sales – Off-premises Consumption on Lot 4B1, Block 1, Brown Trail-West Addition, located at 4405 Colleyville Boulevard, Case ZC24-005 2c Presentation and discussion of a rezoning from CC-1 Village Retail and PUD-C Planned Unit Development – Commercial to PUD-C Planned Unit Development – Commercial on Lot 1, Block 1, Tinker Crossing Addition, Lot 1A, Block 1, Kathleen’s Art Café Addition, and Lot R14-3, Block 1, Colleyville Industrial Park, located at 1801 Industrial Boulevard, 6301 Colleyville Boulevard, and 6255 Colleyville Boulevard, ZC24-006 2d Presentation and discussion of a Rezoning from R-20 Single Family Residential and AG Agricultural to RE Single Family Estate Residential, R-40 Single Family Residential, R-30 Single Family Residential, and AG Agricultural on Lot 1, Block 1, Allzim Acres, Tract 4D02, Abstract 295, William E. Crooks Survey, and Tracts 2A7B, 2A8C, and 2A9A, Abstract 533, Mary M. Freeman Survey, located at 7209 John McCain Road and 7215 John McCain Road, Case ZC24-007 2e Presentation and discussion of an amendment to the Land Development Code, Chapter 3, Section 3.24 Schedule of Permitted Uses, specifically to include Special Land Use Standards for Heliports and Airports and Commercial Drone Delivery Hubs, GC24-005 Planning and Zoning Commission Worksession Agenda April 22, 2024 City of Colleyville Page 2 2f Presentation and discussion of an amendment to the Land Development Code, Chapter 3, Section 3.24 Schedule of Permitted Uses, specifically to include Special Land Use Standards for Electric Vehicle (EV) Charging Stations, GC24-006 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Thursday, April 18, 2024 by 5:00 p.m. Jacquelyn 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 WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from PUD-C Planned Unit Development Commercial to PUD-C Planned Unit Development Commercial on Lots 1 and 2, Block A, of the Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 TABLED TO THE MAY 13TH 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. Aerial Map 2. Zoning Map 3. Statement of Planning Objectives 4. Zoning Exhibit and Elevations 5. Drainage and Grading Plans 6. Additional Information provided by Applicant 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) Welcome! Sagora Senior Living Colleyville Neighborhood Meeting Nov. 28, 2023 Development Team Experience Successfully operating 61 senior living communities in 12 States Successfully developed over 25 senior living communities across the US Who is Sagora? Why This Site? Land Use Current Zoning is specifically for a Senior Living Community Market-Driven Location Unmet Demand for 1,932 IL/AL/MC Units This Project ONLY satisfies 13% of the Unit Demand in the Market today! 3 Newest Projects in the 5 Mile Primary Market Area – Average 93% Occupancy 50% of the Senior Living Projects in the 5 Mile PMA were built before 2000 Age-In-Place Experience and Studies show Seniors want to remain in their current community – family, friends, church, clubs, etc. 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 ½1, 2 & 3 1/2 additional story Total Project Size 321,500 SF 238,300 + 52,500 = 290,800 30,700 SF smaller Total Parking Spaces 282 + retail/office = 330 204 + 72 (2/cottage) = 276 54 fewer stalls (126 fewer surface) Open Space 54%54%No Change Distance – Bldg. to East PL 237’170’ & 301’64’ further to primary bldg. Distance – Bldg. to South PL 175’93’ & 345’170’ further to primary bldg Context Plan Site Plan Main Entr y Aerial View Building Elevations Thank You www.sagora.com www.confluentseniorliving.com Aerial View Site Plan City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit to allow for Package Store Sales – Off-premises Consumption on Lot 4B1, Block 1, Brown Trail-West Addition, located at 4405 Colleyville Boulevard, Case ZC24-005 Explanation Parash Gyawali, the applicant, has submitted a request for a Special Use Permit to allow for Package Store Sales – Off-premises Consumption for Lot 4B1, Block 1, Brown Trail- West Addition, being approximately 0.90 acres, and zoned CC-1 Village Retail. The SUP request is to allow for a change of ownership for an existing package store, Mirage Fine Spirits. Attachments 1.Aerial Map 2.Zoning Map 3.Statement of Planning Objectives 4.Additional Exhibits 5.Ordinance O-11-1813 505 4204 202 4203 4609 501 405 4605 602 202 4302 602 408 210 4308 4608 4508 4310 601 207 4301 4604 4203 4312 4216 506 4408 417 502 412 4409 603 4306 4471 4300 4603 219 500 600 312 4607 504 4313 304 600 4219 4405 4521 400 42234320 4602 508 204 4300 200 4500 4605 502 4109 500 4400 4606 4209 501 4607 308 408300 4603 4309 211 508 4206 42074304 207 601 4604 206 503 305 4517 509 201 4600 4301 206 4213 4312 215 4400 624 4221 628 4517 208 4308 4602 512 4205 503 4109 504 633 4205 416 600 4305 4501 4532 4210 210 4202 203 212 4601 4214 4516 4044205 4403 500 4212 205 4118 604 4300 101 4309 4324 4401 CREEKVIEW LNMILLVALLEYDR B R O WN T R BROOKHOLLOWDRWATERFORD LN GREENMEADOWWF E L P S DRBRANSFORDR D TIFFANYPARKLN MILL WOOD D R COLLEYVILLE BLVDG R E E N M E A D O W N 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. ZC24-005 4405 Colleyville Blvd Aerial Map 501 4316 4308 4508 4310 4312 4408 502 4409 4306 4471 219 500 504 4313 4405 4521 4320 4500 4109 500 4400 501 4603 4517 4600 4301 4312 4400 4517 4109 633 4501 4532 210 4601 4516 4403 4300 101 4309 4324 4401 COLLEYVILLE BLVDB R O W N T R GREEN MEADOW WMILL VALLEY D R CC-1 RD CC-2 CC-2 PUD-R PUD-R R-40 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. ZC24-005 4405 Colleyville Blvd Zoning Map Statement of Planning Objectives To whom it may concern: My name is Parash Gyawali and I am in the process of purchasing “Mirage Fine Spirits,” an existing business located at 4405 Colleyville Blvd, Suite 110, Colleyville TX, 76034. I am writing this letter as an applicant for a Specific Use Permit (SUP) with the objective to purchase the aforementioned business and obtain a store license to sell liquor at this store location. As a business owner with extensive experience in real estate planning, I have witnessed the positive impact this existing business has had on the community, its residents, and the city revenue. I believe this store is located in a very popular area with a high demand from customers to purchase various forms of alcoholic products. With my extensive experience with managing businesses and pristine reputation, I pledge to co -exist with our competitors and surrounding businesses to continue the operation of thi s business and benefit the City of Colleyville from the generated sales tax. I humbly request an opportunity to apply for a SUP and pledge to remain compliant with every regulatory requirement as well as abide by the relevant state and federal laws. Should any issues arise, I pledge to remedy the issue with the utmost expediency to remain compliant with the City of Colleyville. Business Plan: 1. We will follow all requirements and regulations enforced by the Texas Alcoholic Beverage Commission (TABC), the City of Colleyville, and Tarrant County. 2. We will enhance the already existing security measures by installing additional security cameras at the store. 3. The business will continue to sell beer, wine and liquor to eligible customers. 4. The size of our store is 1,919sq ft and we intend to utilize every part of the property to provide the best service to our customers. We pledge to preserve the integrity, quality, and prosperity of the beautiful City of Colleyville. Thank you for your attention on this matter. Best regards, Parash Gyawali City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from CC-1 Village Retail and PUD-C Planned Unit Development – Commercial to PUD-C Planned Unit Development – Commercial on Lot 1, Block 1, Tinker Crossing Addition, Lot 1A, Block 1, Kathleen’s Art Café Addition, and Lot R14-3, Block 1, Colleyville Industrial Park, located at 1801 Industrial Boulevard, 6301 Colleyville Boulevard, and 6255 Colleyville Boulevard, ZC24-006 Explanation Skye Thibodeaux, the applicant, has submitted a request for a rezoning from CC-1 Village Retail and PUD-C Planned Unit Development – Commercial to PUD-C Planned Unit Development Commercial Permit on Lot 1, Block 1, Tinker Crossing Addition, Lot 1A, Block 1, Kathleen’s Art Café Addition, and Lot R14-3, Block 1, Colleyville Industrial Park, being approximately 10.48 acres, and zoned CC-1 Village Retail and PUD-C Planned Unit Development - Commercial. The rezoning request is for a new PUD to be created which would allow for a ‘luxury garage’ concept to be built. Attachments 1. Aerial Map 2. Zoning Map 3. Legal Description 4. Statement of Planning Objectives 5. Draft Planned Development Document 6. Zoning Exhibit 7. Additional Exhibit - Options for Zoning Exhibit 8. Benefits of Luxury Garages 9. Comparison of Luxury Garage Surrounding Cities 10. Design Guide 11. Tree Survey COLLEYVILLE BLVDTINKER RD TARRANT LN INDUSTRIAL BLVD KENNEDY DROAK POINTE DR BRAZOS CTREYNOLDS DR ROCK DOVE CIRBURNHAMCI RWYATT DRFRANCESDR MCCAIN LN GROSVENOR L NPONDEROSASTGROSVENOR GRN FOUNTAIN PASS DRKINGSTON DRPONDEROSA LNSubject 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. ZC24-006 1801 Industrial Blvd Aerial Map COLLEYVILLE BLVDTINKER RD TARRANT LN INDUSTRIAL B L V D KENNEDY DROAK POINTE DR BRAZOS CTREYNOLDS DR ROCK DOVE CIRBURNHAMCI RWYATT DRFRANCESDR MCCAIN LN GROSVENOR L NPONDEROSASTGROSVENOR GRN FOUNTAIN PASS DRKINGSTON DRPONDEROSA LNML AG CC-1 R-15 AG CPO PUD-C R-20 PUD-C PUD-C PUD-C PUD-R R-20 PUD-C ML CN AG CC-1 CC-2 CPO PUD-R AG PUD-C PUD-R PUD-C PUD-R ML CC-1 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. ZC24-006 1801 Industrial Blvd Zoning Map 35507656v.2 EXHIBIT “B”- Legal Description 35507656v.2 35507656v.2 Planning Objectives Statement for the Planned Development Ordinance – Colleyville Luxury Garages The primary objective of the Colleyville Luxury Garages Planned Development (PD) is to delineate specialized land use regulations and development standards essential for the establishment and operation of luxury garage facilities. This ordinance aims to integrate these facilities seamlessly with the commercial tract at the northeast corner of Highway 26 and Oak Pointe Drive, contributing positively to the local economic fabric and urban landscape. Key Planning Objectives: 1. Enhance Community Value and Aesthetics: • Promote high-quality development that is in harmony with the surrounding community's architectural and cultural ethos. • Implement form-based design principles to ensure that the physical form of development enhances the area's aesthetic appeal and functional utility. 2. Regulate Land Use and Development Standards: • Clearly define permissible uses within the industrial and commercial tracts, ensuring compatibility with adjacent residential and commercial areas. • Establish rigorous development standards that emphasize landscape integration, architectural excellence, and minimal environmental impact. 3. Support for High-Value Storage and Recreational Spaces: • Develop luxury garages as secure, climate-controlled environments for the storage of high-value items such as automobiles and recreational vehicles. • Include ancillary services to cater to the needs of local collectors and enthusiasts, thereby fostering a community of like-minded individuals. 4. Environmental and Sustainability Integration: • Encourage the adoption of sustainable and environmentally friendly practices including energy-efficient systems and renewable energy use. • Implement advanced stormwater management and water-efficient landscaping to minimize the ecological footprint. 5. Optimization of Traffic and Access: • Design site layouts that provide easy access to major roadways while minimizing disruptions to local traffic patterns. • Establish buffer zones to mitigate noise, light, and visual impacts on adjacent residential zones, enhancing the overall quality of life for nearby residents. 6. Safety and Operational Efficiency: • Enforce state-of-the-art security measures, including surveillance and access control systems, to ensure the safety and security of stored valuables. • Implement noise control measures to maintain the tranquility of the surrounding residential areas. 7. Community and Economic Benefits: • Utilize the commercial tract to support neighborhood-serving retail and service amenities that enhance the daily lives of local residents. • Plan for a vibrant commercial hub that not only serves the immediate community but also attracts visitors and stimulates local economic growth. Through these objectives, the Planned Development for Colleyville Luxury Garages will not only cater to specific needs but also significantly contribute to the broader goals of community enhancement and sustainable development. This initiative reflects a comprehensive approach to urban planning that respects existing community standards while aiming for future-oriented growth and development. Planned Development Ordinance – Colleyville Luxury Garages Purpose The purpose of this Planned Development (PD) is to establish specific land use regulations and development standards for the establishment, operation, and maintenance of luxury garage facilities along with establishing uses and regulations for the commercial tract immediately located at the northeast corner of Highway 26 and Oak Pointe Drive. This PD takes a form-based approach and aims to promote high-quality development that complements the surrounding community, ensures compatibility with adjacent uses, and enhances the aesthetic appeal of the area. Luxury garages, as defined herein, are intended to provide secure, climate-controlled storage and recreational space for high-value items, along with ancillary services that cater to the needs of local collectors and enthusiasts. Tracts The PD shall be divided into two tracts, the Industrial Tract is contained within Lots 2 & 3 and the Commercial Tract is contained in Lot 1. Each tract shall consist of certain permitted and prohibited uses along with associated site development standards. Industrial Tract - Light Manufacturing District (ML) In a commitment to fostering a harmonious integration of industrial innovation with community well-being, this planned development ordinance proposes the establishment of an industrial tract specifically designed for high-end uses and standards. This initiative is meticulously planned to ensure that the proposed industrial tract not only embodies the pinnacle of modern industry and technology but does so with an unwavering respect for the adjacent existing residential developments. Features such as aesthetically pleasing landscape buffers, state-of-the-art noise reduction technologies, and strict adherence to environmental protection standards are integral components of this proposal. By doing so, we aim to mitigate any potential impacts on our neighboring communities, ensuring that the industrial tract enhances the local area's economic vitality without compromising the quality of life. This approach represents our dedication to a sustainable and mutually beneficial coexistence between industrial progress and residential tranquility. Use and Definition A "Luxury Garage" is a facility designed solely for private storage of personal property, including automobiles and recreational vehicles, in customized unit suites that can be defined as a “condominium” as set forth by the Texas Property Code State Statute 82.003(a)(8), as emended and subject to a declaration of condominium that complies with Chapter 82 of the Texas Property Code, as amended. Customized refers to units air conditioned/heated, containing individual meters for electricity or water/sewer, or cable/satellite service. Permitted Uses Uses within this tract shall follow the Section 3.24 (Schedule of Permitted Uses) as it relates to uses permitted and prohibited within the Light Manufacturing (ML) District. In addition, Luxury Garage shall be a permitted use subject to the development standards and conditions set forth in this PD. Proposed Development Standards Development within the industrial tract shall follow the area, yard, and bulk requirements of the Light Manufacturing (ML) District standards, except where otherwise specified below. Location and Siting The proposed standards for form-based design aim to create visually appealing, functional urban spaces by emphasizing the physical form of the built environment, ensuring developments are in harmony with their surroundings and cater to the needs of the community via the following standards: 1. The site must provide adequate access to major roadways while minimizing impact on local traffic patterns. 2. Buffer zones shall be established to mitigate noise, light, and visual impacts on adjacent residential areas. 3. No parking shall be permitted between the commercial structure and Highway 26. Design and Construction Standards Development within this tract shall adhere to the area, yard, and bulk requirements of the ML District along with other associated site development standards contained within the City of Colleyville’s Land Use Code, in addition with the following standards: 1. Facilities must adhere to high-quality architectural and construction standards and be developed according to the spirit and intent of the illustrative exhibits adopted by this ordinance. 2. Exterior design shall complement the surrounding community’s character and architectural style. 3. Landscaping and exterior lighting must be designed to enhance the visual appeal and security of the facility. 4. Bay doors shall not be visible from Highway 26 and shall be oriented away from adjacent residential development. 5. Parking shall be provided at a ratio of one (1) space per 2,500 square feet associated with the use of Luxury Garage. Other uses shall follow the associated standards contained within the City of Colleyville’s Land Use Code. Operational Standards 1. Luxury Garages shall implement state-of-the-art security systems, including surveillance cameras, access control systems, and fire protection measures. 2. Climate control systems must ensure optimal conditions for vehicle storage, preventing damage from humidity and temperature fluctuations. 3. Noise control measures shall be in place to minimize the impact of facility operations on neighboring properties. Environmental and Sustainability Considerations 1. Facilities are encouraged to incorporate sustainable practices, including energy- efficient lighting and climate control systems, and the use of renewable energy sources. 2. Water-efficient landscaping and stormwater management practices shall be implemented to minimize environmental impact. Compliance and Enforcement 1. Owners and operators of Luxury Garages must comply with all applicable local, state, and federal regulations, including environmental, building, and fire codes. Commercial Tract - Village Retail District (CC-1) Within the framework of this planned development ordinance, we propose the establishment of a commercial tract designed to serve and support the surrounding neighborhood, adhering to the highest standards of community integration and benefit. This commercial area will be developed with a keen focus on neighborhood-supporting uses, such as retail, services, and amenities that enhance the daily lives of local residents. Careful planning will ensure that the design and operation of this commercial tract respects the character and needs of adjacent existing residential developments. This includes implementing measures such as traffic management to minimize congestion, landscaping and architectural designs that blend seamlessly with the neighborhood aesthetic, and lighting that ensures safety while maintaining a comfortable residential ambiance. Our vision is to create a vibrant, accessible commercial hub that enriches the community, fosters local economic growth, and enhances the overall quality of life without imposing on the tranquility and privacy of nearby homes. Permitted Uses Permitted Uses within the commercial tract shall follow the City of Colleyville’s Land Development Code associated with scheduled uses within the CC-1 District, as amended, with exception of the prohibited uses listed below. Proposed Development Standards Development within the industrial tract shall follow the area, yard, and bulk requirements of the Village Retail (CC-1) District standards, except where otherwise specified below. Location and Siting The proposed standards for form-based design aim to create visually appealing, functional urban spaces by emphasizing the physical form of the built environment, ensuring developments are in harmony with their surroundings and cater to the needs of the community via the following standards: 1. The site must provide adequate access to major roadways while minimizing impact on local traffic patterns. 2. Buffer zones shall be established to mitigate noise, light, and visual impacts on adjacent residential areas. 3. No parking or maneuvering shall be permitted between the commercial structure and Highway 26. Design and Construction Standards Development within this tract shall adhere to the area, yard, and bulk requirements of the CC-1 District along with other associated site development standards contained within the City of Colleyville’s Land Use Code, in addition with the following standards: 1. Facilities must adhere to high-quality architectural and construction standards and be developed according to the spirit and intent of the illustrative exhibits adopted by this ordinance. 2. Exterior design shall complement the surrounding community’s character and architectural style. 3. Landscaping and exterior lighting must be designed to enhance the visual appeal and security of the facility. Environmental and Sustainability Considerations 1. Facilities are encouraged to incorporate sustainable practices, including energy- efficient lighting and climate control systems, and the use of renewable energy sources. 2. Water-efficient landscaping and stormwater management practices shall be implemented to minimize environmental impact. What are the Benefits of having Luxury Garages in an Affluent City? A luxury garage condo project can offer several benefits to a city and its residents. Here are some key advantages: • Economic Growth: These projects can s�mulate local economies. They atract investment and can lead to job crea�on during both construc�on and opera�on. Addi�onally, the presence of such a facility can increase the value of nearby proper�es. • Community Development: Luxury garage condos o�en include communal areas or shared facili�es, fostering a sense of community among condo owners. This can lead to stronger social networks within the city. • Aesthe�c Appeal: Well-designed luxury garage condos can enhance the visual appeal of the area. Modern architecture and landscaping can transform underu�lized or unatrac�ve spaces into desirable loca�ons. • Atrac�ng Affluent Residents: These projects can atract wealthy individuals who contribute to the local economy through spending and taxes. Their presence can also atract high-end businesses and services, further boos�ng the local economy. • Urban Regenera�on: These projects can be part of broader urban regenera�on efforts, revitalizing neglected or underused areas of the city. • Safety and Security: Luxury garage condos o�en have enhanced security features, which can contribute to the overall safety of the area. This can be an atrac�ve feature for residents and can help reduce crime rates. • Mee�ng Specialized Needs: For car enthusiasts or collectors, these condos provide a space that meets their specialized needs – like climate control, ample space for maintenance, and a community of like-minded individuals. Luxury garage condos have a unique appeal that specifically atracts affluent buyers and residents. Here's how they manage to draw this demographic: • Exclusive Lifestyle: Luxury garage condos offer an exclusive lifestyle that is highly appealing to affluent individuals. They provide a combina�on of privacy, security, and luxury ameni�es that are not commonly found in standard residen�al or commercial proper�es. • High-End Ameni�es: These condos o�en include state-of-the-art security systems, climate- controlled environments, concierge services, and luxurious communal areas. These features cater to the sophis�cated tastes and high expecta�ons of affluent buyers. • Status Symbol: Owning a luxury garage condo can be a status symbol. It signifies not just wealth but also a certain level of sophis�ca�on and a passion for luxury cars, which can be a shared interest among affluent communi�es. • Community of Like-Minded Individuals: These condos create a community of like-minded individuals who share similar interests and lifestyles. For car enthusiasts or collectors, being part of a community that values and understands their passion is a significant draw. • Investment Opportunity: Affluent buyers o�en look for unique investment opportuni�es. Luxury garage condos can be an atrac�ve investment as they are rela�vely rare and cater to a niche market, poten�ally offering good returns on investment. • Customiza�on and Personaliza�on: The ability to customize and personalize their space is important for many affluent buyers. Luxury garage condos o�en offer the flexibility to customize the interiors to suit individual tastes and needs, especially for showcasing car collec�ons. • Convenient Loca�on: These condos are typically located in desirable areas, o�en in close proximity to city centers, luxury shopping, dining, and entertainment op�ons, or in scenic loca�ons. The convenience and pres�ge of the loca�on are key factors. • Security for Valuable Assets: For those who own luxury or exo�c cars, the advanced security features of these condos provide peace of mind. The secure storage and maintenance facili�es are ideal for protec�ng valuable assets. • Lifestyle Integra�on: Luxury garage condos o�en provide a seamless integra�on of residen�al and hobby space. This is par�cularly appealing to those who want to incorporate their passion for cars into their daily lives without compromising on living standards. • Scarcity and Exclusivity: The unique nature and limited availability of luxury garage condos create a sense of exclusivity. Affluent buyers are o�en drawn to proper�es that are not accessible to the general public, adding to the allure. This high-end, specialized use has caught the aten�on of na�onal publica�ons, sta�ng affluent communi�es containing residents with disposable incomes “can’t get permission from their homeowners’ associa�on to build a separate garage” (Inside Self Storage Magazine) to house their extensive collec�ons of collector vehicles and items. Around the na�on, these units are selling for a base purchase price in the range of $150,000 to $575,000. In summary, luxury garage condos atract affluent buyers and residents by offering an exclusive lifestyle, high-end ameni�es, investment opportuni�es, and a community of like-minded individuals. They cater to specific interests and needs, making them a highly desirable property choice for the wealthy. City Comps Frisco – Garages of Texas Loca�on: 6767 All Stars Ave, Frisco, TX 75034 Zoning: Planned Development-165/Commercial-1 District Land Use: Mini Wa rehouse Parking Regula�on: Minimum 6 publicly accessible parking spaces Add’l Notes: City’s use chart has a single parking designa�on for the use. Allen – Garages of Texas Loca�on: 2137 Chelsea Blvd, Allen, TX 75013 Zoning: Planned Development-92/Shopping Center Land Use: Garage Condo CO Use: Garage Condo Parking Regula�on: One space per 2,000 SF. Add’l Notes: “Garage Condo” means a structure used solely for storage of personal property which can be defined as a “condominium” as set forth in Texas Property Code §82.003(a)(8), as amended and subject to a declara�on of condominium that complies with Chapter 82 of the Texas Property Code, as amended. Site located immediately adjacent to single-family. Carrollton – Garages of Texas Loca�on: Tarpley Rd, Carrollton, TX 75006 Zoning: Planned Development-214/Light Industrial Land Use: Personal storage/garage condominium CO Use: Personal storage/garage condominium Parking Regula�on: One (1) space per 2,000 SF. Add’l Info: Site located approx. 430’ away from single-family. San Antonio (Northern Hill Country) – Texas Garage Condos Loca�on: 7051 Heuermann Rd, San Antonio, TX 78256 Zoning: C-2 Commercial District/GC-1 General Commercial Overlay Land Use: Self Service Storage Parking Regula�on: Minimum 4 spaces plus 2 for management quarters Add’l Info: Use permited by right with no special excep�ons required. Katy – Garages of Tex as Loca�on: 1435 FM 1463, San Antonio, TX 78256 Zoning: Planned Development District-General Business District (WoodCreek Reserve) Land Use: Self Storage Parking Regula�on: One (1) space per 12,000 SF Add’l Info: Located immediately adjacent to single-family. PD considers use as a high-end service. Illustra�ve Examples City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Rezoning from R-20 Single Family Residential and AG Agricultural to RE Single Family Estate Residential, R-40 Single Family Residential, R-30 Single Family Residential, and AG Agricultural on Lot 1, Block 1, Allzim Acres, Tract 4D02, Abstract 295, William E. Crooks Survey, and Tracts 2A7B, 2A8C, and 2A9A, Abstract 533, Mary M. Freeman Survey, located at 7209 John McCain Road and 7215 John McCain Road, Case ZC24-007 Explanation Curtis Young, the applicant, has submitted a request for a rezoning from R-20 Single Family Residential and AG Agricultural to RE Single Family Estate Residential, R-40 Single Family Residential, R-30 Single Family Residential, and AG Agricultural on Lot 1, Block 1, Allzim Acres, Tract 4D02, Abstract 295, William E. Crooks Survey, and Tracts 2A7B, 2A8C, and 2A9A, Abstract 533, Mary M. Freeman Survey, being approximately 12.16 acres, and zoned R-20 Single Family Residential and AG Agricultural. The rezoning request is for a new seven lot subdivision. Attachments 1. Aerial Map 2. Zoning Map 3. Statement of Planning Objectives 4. Zoning Exhibit 5. Preliminary Engineering 6. Tree Survey P R O V I D E N C E R D BANDI T T R WESTMONTDRJOHN MCCAIN RDVANGUARD CTCOLDEN CT COMPTON CT OLD GROVE RDRIVERPATHSTILLWATER C I R CASTIRONFORESTTRFREMONT CTBROADWOODLNCHANELCT ADAMS C T WESTCOATDRWINDSWEPT TRE V E N T I D E WAY HARDY LN WATERFALL C T HAWKS RIDGE TR 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. ZC24-007 7209 & 7215 John McCain Aerial Map P R O V I D E N C E R D B A N D I T T R WESTMONTDRJOHN MCCAIN RDVANGUARDCTCOLDEN CT COMPTON CT OLD GROVE RDRIVERPATHSTILLWATER C I R CASTIRONFORESTTRFREMONT CTBROADWOODLNCHANELCT ADAMS C T WESTCOATDRWINDSWEPT TRE V E N T I D E WAY HARDY LN WATERFALL C T HAWKS RIDGE TR R-40 AG AG R-20 R-30 R-20 RE AG PUD-R AG PUD-R R-40 R-20 PUD-R AG AG AG R-40 R-20 R-20 R-20 R-20 R-20 AG 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. ZC24-007 7209 & 7215 John McCain Zoning Map Oak Creek Colleyville, Texas Zoning Narrative –15 APR 2024 Wes Dawson- Owner/Developer Sage Group, Inc., Land Planner Statement of Planning Objectives Oak Creek is a proposed residential neighborhood of varying lot sizes, to be developed in the City of Colleyville. The approximately 12 acre property is located on the west side of John McCain Road. Adjacencies: The property is adjacent to the Oak Grove neighborhood to the south (PUD- R, 13-14,000 sf lots), Vanguard Estates to the west, Chanel Ct. to the north (both R-20), and a couple of individual residential acre+ lots along John McCain. The property is currently zoned a combination of R-20 and AG, with a Concept Plan showing 11 lots. This proposal is to enlarge the size of and reduce the number of lots in the R-20 section. The total number of lots would be reduced to 7. There is currently an occupied single-family home on the property, which will be incorporated into one of the lots, and ultimately be replaced with a new structure. We believe the proposed plan will exceed the lot sizes, quality and values of the neighborhoods and properties we are adjacent to. Overall density is 0.58 lots per acre. Quality and compatibility with the adjacent residential, in this portion of Colleyville is essential, and we have designed this proposal with those goals in mind. Access: The property currently only has one point of street access, from John McCain Road, from which a cul-de-sac will be built, accessing to lots. The residences planned for Oak Creek will be upscale, with selling prices estimated to start at around $2.0 million. Oak Creek will be developed with the normal Colleyville public street section of 31’ (back of curb to back of curb), in a 50’ R.O.W There is an existing drainage through the property, and the fully developed storm drainage has been carefully analyzed, and will be designed to meet all city regulations and not adversely affect any neighboring properties. The property generally drains to the east, across John McCain road. To encourage pedestrian activity in the neighborhood, sidewalks will be built along the front of each lot. The scale and orientation of the development has been designed to have an inviting visual flow with the existing neighborhoods and surrounding uses. The design criteria of the homes will create high quality designed homes in keeping with both the immediate neighborhood and Colleyville as a whole. Development Schedule Oak Creek will be developed in one phase, with development commencing upon the successful completion of the zoning and platting and the subsequent approval of the final plat and engineering plans. Construction of homes is anticipated to start immediately upon completion of the subdivision’s infrastructure. JOEL CHEATWOOD 7300 CHANEL CT LOT 4. BLOCK 1 CHANEL COURT INST. NO. D208097314 HUNTER FERRELL 7301 CHANEL CT LOT 5, BLOCK 1 CHANEL COURT INST. NO. D214075349 FREDERICK V WAGNER 7305 CHANEL CT LOT 6, BLOCK 1 CHANEL COURT INST. NO. D211235066 ANGELA PELTIER 205 BANDIT TR LOT 1, BLOCK 1 PARHAM ESTATES DOC. NO. D213151533 FLORENCE L BILLINGS 7301 JOHN MCCAIN RD ABSTRACT 533, TRACT 2A01B MARY M FREEMAN SURVEY VOL. 13646, PG. 411 PAUL K FROBERG 7301 VANGUARD CT LOT 4, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D211124873 BEQUEAITH FAMILY TRUST 7205 VANGUARD CT LOT 5B, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D215141200 ISHAM KIMBELL 7201 VANGUARD CT LOT 6R, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D21516184 ROSS FOSTER 7109 VANGUARD CT LOT 7R, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D214142544 MARTY MARGETTS 7105 VANGUARD CT LOT 8, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D212192175 GEORGE HOLLAN 7100 VANGUARD CT LOT 9, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D212207563 OLD GROVE MAINTENENCE ASSOCIATION, INC. 217 OLD GROVE RD LOT 1XR, BLOCK F OLD GROVE ADDITION INST. NO. D212295118 MICHAEL C BYRD 113 STILLWATER CIR LOT 2, BLOCK D OLD GROVE ADDITION INST. NO. D212268149 JAMES PATRICK LAW 109 STILLWATER CIR LOT 3, BLOCK D OLD GROVE ADDITION INST. NO. D216244726 CLYDE ANTON COX 105 STILLWATER CIR LOT 4, BLOCK D OLD GROVE ADDITION INST. NO. D217113484 LEROY D ALLEN 101 STILLWATER CIR LOT 5, BLOCK D OLD GROVE ADDITION INST. NO. D216037391 WESLEY A DAWSON 7215 JOHN MCCAIN RD ABSTRACT 533, TRACT 2A8C, 2A9A MARY M FREEMAN SURVEY INST. NO. D215262814 STEVEN E RIACH 7109 JOHN MCCAIN RD LOT 1 BLOCK E OLD GROVE ADDITION INST. NO. D207117160 WESLEY A DAWSON 7209 JOHN MCCAIN RD LOT 1, BLOCK 1 ALLZIM ACRES MATHEW JUDON 7212 JOHN MCCAIN RD LOT 1R, BLOCK 1 COOPER ADDITION APRIL BELL 7204 JOHN MCCAIN RD TODD STERNFELD 7189 CAST IRON FOREST TR LOT 2X, BLOCK E OLD GROVE ADDITION INST. NO. D211314598 1 32,048 S.F.3 34,960 S.F. 4 52,906 S.F. 5 135,234 S.F. 6 48,477 S.F. 7 147,840 S.F. R-30 R-30 R-40 R-40 JOHN MCCA IN ROAD RE AG 2 30,679 S.F. R-30 JAY W ATHERTON 7207 JOHN MCCAIN RD LOT 5, BLOCK 1 HARDY ADDITION INST. NO. D217174585 Wall / Fence Legend Retain Existing Fence 1 32,048 S.F.3 34,960 S.F. 4 52,906 S.F. 5 135,234 S.F. 6 48,477 S.F. 7 147,840 S.F. R-30 R-30 R-40 R-40 JOHN MCCA IN ROAD RE AG 2 30,679 S.F. R-30 Colleyville, Tarrant County, Texas 10 APR 24 0 50'100'200' 1" = 50' Development Plan Oak Creek Applicant: Sage Group, Inc. 1130 N. Carroll Avenue, Suite 200 Southlake, TX 76092 817 - 424 - 2626 Contact: Curtis Young, AIA Engineer: Redinger Group, LLC P.D.Box 93206 Southlake, TX 76092 Tel: 817-253-5727 Contact: Clayton Redinger, P.E. Planner:SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 Site Data Gross Acreage Gross Density 91.97 % 3.79 % 4.07 % 0.17 % 100.00% Site Data Summary Chart Single Family Residential Lots Common Open Space Residential Lots Common Open Space R.O.W. R.O.W. Dedication Gross Acreage 7 30,679 s.f. 68,887 s.f. 2 11.07 ac. 0.457 ac. 0.490 ac. 0.021 ac. 12.038 ac. Zoning & Current Use Existing Zoning: Proposed Zoning: Current Use: Proposed Use: R-20 & AG R-20 & AG Vacant Residential 12.038 ac. 0.58 lots/acre Lot Summary Residential Lots Minimum Lot Size Average Lot Size Common Open Space 7 2 Owner/ Developer: Wes Dawson 7209 John McCain Rd. Colleyville, TX 76034 214 - 704 - 9001 Wall / Fence Diagram LOCATION MAP P R E L I M I N A R Y FOR REVIEW ONLY Not for Construction or Permit Purposes P.E. No. Engineer Date CLAYTON T. REDINGER 97497 4/12/2024 PREPARED FOR:WES DAWSON 7209 JOHN MCCAIN ROAD COLLEYVILLE, TEXAS 76034 PHONE: (214) 704-9001 REDINGER GROUP, LLC P.O. BOX 93206 SOUTHLAKE, TEXAS 76092 PHONE: (817) 253-5727 ENGINEERING FIRM REGISTRATION NUMBER F-23328 EXISTING DRAINAGE PLAN OAK CREEK COLLEYVILLE, TEXAS ( IN FEET )1 INCH = FTNORTH P R E L I M I N A R Y FOR REVIEW ONLY Not for Construction or Permit Purposes P.E. No. Engineer Date CLAYTON T. REDINGER 97497 4/12/2024 PREPARED FOR:WES DAWSON 7209 JOHN MCCAIN ROAD COLLEYVILLE, TEXAS 76034 PHONE: (214) 704-9001 REDINGER GROUP, LLC P.O. BOX 93206 SOUTHLAKE, TEXAS 76092 PHONE: (817) 253-5727 ENGINEERING FIRM REGISTRATION NUMBER F-23328 PRELIMINARY GRADING & DRAINAGE PLAN OAK CREEK COLLEYVILLE, TEXAS ( IN FEET )1 INCH = FTNORTH P R E L I M I N A R Y FOR REVIEW ONLY Not for Construction or Permit Purposes P.E. No. Engineer Date CLAYTON T. REDINGER 97497 4/12/2024 PREPARED FOR:WES DAWSON 7209 JOHN MCCAIN ROAD COLLEYVILLE, TEXAS 76034 PHONE: (214) 704-9001 REDINGER GROUP, LLC P.O. BOX 93206 SOUTHLAKE, TEXAS 76092 PHONE: (817) 253-5727 ENGINEERING FIRM REGISTRATION NUMBER F-23328( IN FEET )1 INCH = FTNORTH PRELIMINARY UTILITY PLAN OAK CREEK COLLEYVILLE, TEXAS JOEL CHEATWOOD 7300 CHANEL CT LOT 4. BLOCK 1 CHANEL COURT INST. NO. D208097314 HUNTER FERRELL 7301 CHANEL CT LOT 5, BLOCK 1 CHANEL COURT INST. NO. D214075349 FREDERICK V WAGNER 7305 CHANEL CT LOT 6, BLOCK 1 CHANEL COURT INST. NO. D211235066 ANGELA PELTIER 205 BANDIT TR LOT 1, BLOCK 1 PARHAM ESTATES DOC. NO. D213151533 FLORENCE L BILLINGS 7301 JOHN MCCAIN RD ABSTRACT 533, TRACT 2A01B MARY M FREEMAN SURVEY VOL. 13646, PG. 411 PAUL K FROBERG 7301 VANGUARD CT LOT 4, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D211124873 BEQUEAITH FAMILY TRUST 7205 VANGUARD CT LOT 5B, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D215141200 ISHAM KIMBELL 7201 VANGUARD CT LOT 6R, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D21516184 ROSS FOSTER 7109 VANGUARD CT LOT 7R, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D214142544 MARTY MARGETTS 7105 VANGUARD CT LOT 8, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D212192175 GEORGE HOLLAN 7100 VANGUARD CT LOT 9, BLOCK 1 VANGUARD ESTATES ADDITION INST. NO. D212207563 OLD GROVE MAINTENENCE ASSOCIATION, INC. 217 OLD GROVE RD LOT 1XR, BLOCK F OLD GROVE ADDITION INST. NO. D212295118 MICHAEL C BYRD 113 STILLWATER CIR LOT 2, BLOCK D OLD GROVE ADDITION INST. NO. D212268149 JAMES PATRICK LAW 109 STILLWATER CIR LOT 3, BLOCK D OLD GROVE ADDITION INST. NO. D216244726 CLYDE ANTON COX 105 STILLWATER CIR LOT 4, BLOCK D OLD GROVE ADDITION INST. NO. D217113484 LEROY D ALLEN 101 STILLWATER CIR LOT 5, BLOCK D OLD GROVE ADDITION INST. NO. D216037391 WESLEY A DAWSON 7215 JOHN MCCAIN RD ABSTRACT 533, TRACT 2A8C, 2A9A MARY M FREEMAN SURVEY INST. NO. D215262814 STEVEN E RIACH 7109 JOHN MCCAIN RD LOT 1 BLOCK E OLD GROVE ADDITION INST. NO. D207117160 WESLEY A DAWSON 7209 JOHN MCCAIN RD LOT 1, BLOCK 1 ALLZIM ACRES MATHEW JUDON 7212 JOHN MCCAIN RD LOT 1R, BLOCK 1 COOPER ADDITION APRIL BELL 7204 JOHN MCCAIN RD TODD STERNFELD 7189 CAST IRON FOREST TR LOT 2X, BLOCK E OLD GROVE ADDITION INST. NO. D211314598 CBG INC. N ESW1 32,048 S.F.3 34,960 S.F. 4 52,906 S.F. 5 135,234 S.F. 6 48,477 S.F. 7 147,840 S.F. R-30 R-30 R-40 R-40 JOHN MCCA IN ROAD RE AG 2 30,679 S.F. R-30 JAY W ATHERTON 7207 JOHN MCCAIN RD LOT 5, BLOCK 1 HARDY ADDITION INST. NO. D217174585 Colleyville, Tarrant County, Texas 11 APR 24 0 50'100'200' 1" = 50' Tree Conservation Plan Oak Creek Applicant: Sage Group, Inc. 1130 N. Carroll Avenue, Suite 200 Southlake, TX 76092 817 - 424 - 2626 Contact: Curtis Young, AIA Engineer: Redinger Group, LLC P.D.Box 93206 Southlake, TX 76092 Tel: 817-253-5727 Contact: Clayton Redinger, P.E. Planner:SAGE GROUP, INC. Master Planning Urban Design Architecture Landscape Architecture 1130 N. Carroll Ave., Ste. 200 Southlake, Texas 76092 817-424-2626 Owner/ Developer: Wes Dawson 7209 John McCain Rd. Colleyville, TX 76034 214 - 704 - 9001 Tree Conservation Legend Trees to be removed Trees to be saved City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of an amendment to the Land Development Code, Chapter 3, Section 3.24 Schedule of Permitted Uses, specifically to include Special Land Use Standards for Heliports and Airports and Commercial Drone Delivery Hubs, GC24-005 Explanation The City Council has directed staff to prepare a change to the Land Development Code, which would require Commercial Drone Delivery hubs to be required to have a Special Use Permit. The Special Use Permit has additional requirements such as they cannot be located within 150 of properties zoned residential. Attachments 1. Draft Land Development Code Language Table 3.24.B- - Schedule of Permitted Principal Uses Residential District Non-Residential DistrictsLand Use Classification AGRER40R30R20R15RDRMFMHCPOCNCC1CC2CC3MLSpecial Land Use Standards Parking Group I. AUTOMOTIVE AND TRANSPORTATION USES Airports and Heliports and Commercial Drone Delivery Hub S S S S S S S S S S S S S S S 17 24 Auto Alarm / Stereo / Window Tinting Stores S S P 10 7 Auto Lube Shops S S P 10 9 Automotive and Motor Vehicle Sales S S S 10 8 Auto Parts and Accessory Stores P P P P 10 7 Auto, Truck or Trailer Rental S S S 10 8 Auto Upholstery Shops S P 10 9 Auto Parking Lots and Garages (free standing)S S S S S S n.a. Auto Repair Shop S S S 10 9 Boat and Water-craft Sales and Service S S S 10 8 Bus or Passenger Train Stations S S S S 24 Car Wash (self-service and automatic)S S 9 Commuter Transit Stations S S S S 24 Electric Vehicle (EV) Charging Station S S S S S S 18 n.a. Gasoline Service Stations S S 10 7 LPG / CNG Dispensing Stations S S 24 Motorcycle Sales and Service S S 10 8 Paint and Body Shops S S 10 9 Park and Ride Facilities S S S S 24 Railroad or Motor Freight Terminals S 24 Recreational Vehicle Sales and Service S S 10 8 Tire and Battery Stores S S S 10 7 Truck and Heavy Equipment Sales and Service S S 10 8 Vehicle Storage Yards or Facilities S S S S 24 J. HEAVY COMMERCIAL, INDUSTRIAL & MANUFACTURING USES C. Special Land Use Standards – The following Special Land Use: Standards, which are referenced in the Special Land Use Standards column of Table 3.24.B, Schedule of Permitted Principal Uses, refer to additional standards and requirements that are applicable to the listed land use. 1. Bed and Breakfast – a Certificate of Occupancy (C.O.) is required prior to occupancy of the premises as a bed & breakfast. The C.O. shall be obtained after an inspection has determined that the structure is in compliance with all applicable current codes and ordinances of the City of Colleyville and the following additional conditions: a. The structure is structurally sound. b. There are no clear and present dangers as to fire and fire safety. c. The plumbing is in compliance with the currently adopted code requirements for the zoning district in which it is located. d. The electrical system is in compliance with the currently adopted Electrical Code for the zoning district in which it is located. e. Smoke detectors shall be placed in each individual bedroom which is offered for public use and smoke detectors shall also be placed in any hallway adjacent thereto. f. Signs, not exceeding one and one-half (1-1/2) square feet, shall indicate only the address and the establishment name. g. Off-street parking shall be located behind the front building line of the structure and shall be screened from public view, and shall be provided in the following manner: one space per bedroom offered for temporary rental in addition to that required for the zoning district in which it is located. h. The total rental bedroom area of the structure shall not exceed twenty-five (25) percent of the total floor area of the dwelling. Also, in order to continue operation: i. Annual inspections shall be required for each bed and breakfast facility to ensure ongoing compliance with the requirements of this Section. ii. Food service shall comply with all provisions of the City Code. iii. The structure shall comply with all current City Codes, including, but not limited to Building Codes, Plumbing Codes, Electrical Codes, Fire and Safety Codes, and others as may from time to time be adopted. ix. The length of stay for any guest is limited to fifteen (15) consecutive days. 2. Telecommunication Towers – Construction shall be of monopole design only; and a. the distance between the base of the tower and any Agricultural (Ag) or residential district or use shall be not less than two (2) times the height of the tower; and b. the site plan shall meet all other commercial development requirements of the City such as site plan review, landscaping, setbacks; and c. a minimum of one paved parking space shall be provided at the site of the structure. 3. Veterinarian Clinic with indoor kennels – A facility containing indoor kennels shall be subject to the following conditions. a. 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. b. No animals shall be kept outside the building. 4. Medical and veterinary clinics – Outpatient services only. 5. Archery & firearm ranges – An SUP required in every zoning district, except CN & CC, for sales activity over 9 mo. per year. 6. Home Occupation Uses: a. No person other than members of the family residing on the premises shall be engaged in such occupation; b. The use of the dwelling unit or accessory building for the home occupation shall be clearly incidental and subordinate to its use for residential purposes by its occupants, and not more than twenty-five (25) percent of the floor area of the dwelling unit shall be used in the conduct of the home occupation; c. There shall be no change in the outside appearance of the building or premises, or other visible evidence of the conduct of such home occupation other than one sign, not exceeding one (1) square foot in area, non-illuminated, and mounted flat against the wall of the principal building. d. No traffic shall be generated by such home occupation in greater volumes than would normally be expected in a residential neighborhood, and any need for parking generated by the conduct of such home occupation shall be met off the street on a driveway or other hard surface all weather area; e. No equipment or process shall be used in such home occupation which creates noise, vibration, glare, fumes, odors, or electrical interference detectable to the normal senses of any adjacent or nearby site occupant. In the case of electrical interference, no equipment or process shall be used which creates visual or audible interference in any radio or television receivers off the premises, or causes fluctuations in line voltage off the premises. f. Home occupation uses and activities shall be limited to the following: seamstress; accounting; bookkeeping and tax services; notary public; insurance and real estate; small-scale production of cosmetics and household sundries; private educational, music and dance tutoring; arts, crafts and home hobby shops; garage, yard and patio sales of short temporary duration; mail order brokerage; and other similar activities --- but excluding medical and law offices, auto repair, beauty shops, pet grooming services, kennels and other such activities. g. If a home occupation is deemed to become a nuisance as described in ‘e’ above, the Administrative Official may halt the use of the home occupation. 7. Emergency Clinics – Outpatient services only. 8. Livestock Raising and Breeding – A Special Use Permit is required for swine farming. 9. Alcoholic Beverage and Package Store Sales – A Special Use Permit is required for the sale of alcoholic beverages. A package store shall require the approval of a separate Special Use Permit. Any existing Special Use Permit for the sale of alcoholic beverages for off-premise consumption shall only be for beer and/or wine as specified in the approving ordinance and shall not be considered as approval for a package store as defined in Chapter Two. Also refer to Chapter 6 of the Code of Ordinances for additional regulations regarding alcoholic beverage sales. 10. Vehicle Repair – Vehicle repair, including the repair of other motorized vehicles, are permitted in accordance with the Schedule of Permitted Uses, subject to the following conditions. a. All repairs and servicing shall be conducted within an enclosed building. b. A business that conducts vehicle repair and is located on property adjacent to a residential use shall provide an eight-foot tall solid screen along the property line adjacent to the residential use. c. Except for wrecked vehicles, no more than two vehicles per bay or repair/inspection station that have been accepted for repair or servicing shall be parked/stored outside after regular business hours. d. Wrecked or dismantled vehicles waiting for repair shall not be visible from the street or other residential property and shall be stored in an enclosed building or within a completely enclosed area behind an eight-foot tall solid masonry screening fence. 11. Accessory Dwelling – A secondary dwelling for use by family members or domestic servants employed on the premises provided the gross habitable square feet of floor area complies with regulations found in Section 3.27 of this chapter. Such quarters may be housed within the principal residential dwelling, above a residential garage, or be part of an accessory building on the same premises, and shall comply with minimum standards for light, health, safety, and occupancy in conformance with other applicable City codes and ordinances. 12. Grocery Stores – A special use permit is required for the use of gasoline pumps in conjunction with a grocery store. 13. Billiard Parlor – Compliance with Chapter 10 of the Code of Ordinances is required for a Billiard Parlor. 14. Wind Driven Generators – No wind driven generator shall be constructed without approval of a special use permit per Section 3.24 of the Land Development Code. a. All wind driven generator towers shall be of a monopole design. All wiring shall be buried underground by means of a conduit system. b. A wind driven generator may be considered on lots measuring a minimum of 1.5 acres. c. The maximum height of a wind driven generator shall be no greater than 50 feet, measured from the existing ground level to the highest point of the blades. d. All wind energy structures, including tower and rotor, shall stand independent of any building or structure and shall have a minimum setback from any property line, right-of-way, power line, or other improvement of 1.5 times the height of the wind energy structure. It shall also be located entirely in the rear yard and shall not be located in any required setback. e. The maximum noise level shall not exceed 50 dB(a), measured from the property line, adjacent to any residentially zoned property, and 60 dB(a) adjacent to all other zoning districts. f. A wind tower and generator shall not be artificially lighted unless such lighting is required by the Federal Aviation Administration. g. The wind tower must either (a) have a locked anti-climb device installed on the tower; or (b) be completely enclosed by a locked, protective fence at least 6 feet in height. h. No signage or advertisements shall be allowed on the wind tower. i. A maximum of one wind energy system, including the tower, shall be permitted per lot. j. A wind driven generator, found to be non-productive or unused, for a period exceeding 180 days, shall be immediately removed from the premise and the site returned to its prior condition, at the expense of the property owner. 15. Portable Storage Structures – A portable storage structure is any container, storage unit, shed-like container or other portable structure, other than an accessory building as defined in Chapter Two of the Land Development Code, complying with all building codes and Land Development Code requirements, that can or is used for the storage of personal property of any kind and which is located for such purposes outside an enclosed building. The use of portable storage structures are allowed under the following conditions: a. Seven Day Provision: Portable storage structures placed on private property for a period of not more than seven (7) days are hereby exempt from these regulations provided the view of any vehicular traffic is not impeded in any way. A permit shall be required per the provisions of sub-section “b”. However, there shall be no fee required for structures that are placed for seven (7) or fewer days. b. A temporary use permit for a portable storage structure shall be obtained from the Community Development Department prior to placement for any portable storage structure. c. There shall be no more than one (1) portable storage structure per property. d. The portable storage structure shall be no larger than ten (10) feet wide, twenty (20) feet long and ten (10) feet high. e. Notwithstanding the requirements of sub-sections “k” and “l” below, a portable storage structure shall not remain at a property in any zoning district in excess of thirty (30) consecutive days, and shall not be placed at any one property in a zoning district in excess of thirty (30) days in any calendar year. f. The portable storage structure shall be set back a minimum of five (5) feet from all property lines. g. The portable storage structure shall be set back a minimum of five (5) feet from the nearest wall of a building. h. Where a side facing garage or a garage that is located behind the principal structure exists, the portable storage structure shall be located behind the front line of the principal structure. i. The portable storage structure shall be placed on an asphalt or concrete surface. A gravel surface is permitted if the portable storage structure is located behind the principal structure. j. The portable storage structure shall not be placed upon any street or within any rights-of-way. Exception: Portable storage structures located in mixed-use, townhome, multifamily, or similar residential developments may locate within existing, striped on-street parking spaces provided there are no public safety or vehicular traffic issues caused by the location of the structure. k. Portable storage structures associated with construction of a new principal building at a site where a new building permit has been issued are permitted for the duration of construction and shall be removed from the site within fourteen (14) days of the end of construction. Portable storage structures associated with new construction are exempt from the aforementioned conditions. l. Portable storage structures associated with any construction that is not part of the construction of a new principal building, and only in conjunction with the issuance of a building permit, may be placed for a maximum period of 180 days or upon completion of construction, whichever occurs first. The fee assessment for a portable storage structure associated with this sub- section shall be as follows: 0 to 30 days: standard fee 30 to 60 days: double the standard fee 60 to 90 days: three times the standard fee 90 to 120 days: four times the standard fee 120 to 180 days: six times the standard fee m. Any waivers to the conditions of this section shall be considered by Special Use Permit (SUP) in accordance with Section 3.25 Special Use Permit of the Land Development Code. 16. Massage Therapy – Any building, room, place, or establishment with a Massage Therapy use shall comply with the following regulations, unless the City Council in approving a Special Use Permit for a Massage Therapy use has imposed other requirements necessary in the particular case to protect the public interests: a. Shall be located not less than 300 feet from another Massage Therapy establishment. b. Approval of an application to locate a Massage Therapy establishment shall be deemed a temporary permit. Said permit shall be in effect as long as the current tenant, at the time the approval was granted, operates within the location and may operate in perpetuity until such time as a new Certificate of Occupancy (C/O) is required. A new C/O is required for a change in the existing occupancy classification or use or occupant or business name or business owner. Legal-nonconforming Uses or Buildings: Massage therapy businesses legally in existence after the effective adoption date of the applicable amended provisions for massage therapy may operate in perpetuity until such time as a new Certificate of Occupancy (C/O) is required. A new C/O is required for a change in the existing occupancy classification or use or occupant or business name or business owner. Before issuance of a new Certificate of Occupancy, a Special Use Permit must be approved. 17. Heliports and Airports and Commercial Drone Delivery Hub – No heliport, airport or commercial drone delivery hub shall be constructed, operated, or maintained without the approval of a Special Use Permit (SUP) per Section 3.24 of the Land Development Code. Commercial drone delivery shall be defined as the use of drones or similar devices weighing less than 100 pounds on takeoff, including everything that is on board or otherwise attached to the drone, to enable the receipt, storage, and distribution of packages by air. A Drone hub will be defined as a designated area over which an unmanned aircraft completes the final phase of the approach, to a hover or a landing, and from which an unmanned aircraft initiates take-off. The drone hub includes both the launch pads and any required safety areas, and may include areas for the outdoor storage of goods, materials, containers, trailers, or other equipment. a. A heliport, airport, or commercial drone delivery hub shall comply with the following regulations, unless the City Council in approving the Special Use Permit for a heliport, airport, or commercial drone delivery hub has imposed other requirements necessary in the particular case to protect the public interests. i. The heliport, airport, or commercial drone delivery hub must be designated on an approved site plan. ii. It shall be unlawful to take-off or land any helicopter on a repetitive basis at other than an approved heliport approved by the City Council pursuant to a Special Use Permit. This article and this section do not require compliance for landings and take-offs on a non-regular and infrequent basis that are otherwise lawful under federal law and regulations, such as, but not limited to: showing of real estate, personal landings and takeoffs in order to handle personal transactions and other similar uses, special events, or emergency use. iii. No helicopter, which has not been rated or licensed by the FAA or its successors, shall be flown from, taken-off from or landed at or upon any heliport or helistop in the city. iv. No person shall navigate any aircraft over, land upon or fly the same from, or service, maintain or repair any aircraft or conduct any aircraft operations on or from heliports or helistops, airports, and commercial drone delivery hubs within the city limits, otherwise than in conformity with the requirements of the federal air regulations, as established by the FAA or its successors. v. No person shall knowingly operate any aircraft above the city or give any exhibition of flying or otherwise, while such aircraft is in a defective condition, when the same is likely to cause any accident or injury to person or property, nor shall any person operate an aircraft over the city at any time, unless such person is fully capable of handling and controlling the aircraft so operated, nor shall any person operate any aircraft while under the influence of any drug or intoxicant of any nature so as to incapacitate such person from operating any such aircraft. vi. When adjacent to residential properties, no drone hub shall be located within 150 feet of residential properties. vii. The heliport, airport or commercial drone delivery hub must not be placed; 1. Within any required setbacks; 2. Within any required landscape edge; 3. Within fire lanes, easements, maneuvering aisles, customer pick-up lanes, or required loading zones and parking spaces; or 4. So as to obstruct visibility or interfere with pedestrian or vehicle circulation. viii. Accessory buildings used to store goods, materials, or containers related to commercial drone delivery must adhere to the accessory building guidelines as per the requirements of Section 3.27. ix. Aesthetic improvements around any commercial drone delivery hub location shall be provided to complement the development. b. Parking and Loading Regulations: i. Parking is not required for a heliport, airport, or commercial drone delivery hub use. ii. The City Council may decrease the amount of required parking for a site up to 10% to accommodate the drone staging area for a commercial drone delivery hub with approval of a site plan if minimum parking requirements are not met with the approval of a drone use. The parking reduction is revoked if the commercial drone delivery hub use is removed. 18. Electric Vehicle (EV) Charging Station – A permit from the Building Inspections Department is required for the construction, replacement, or installation of an EV charging station in non- residential districts, or for the installation of electrical equipment for the purposes of charging an electric or hybrid vehicle in a residential dwelling. a. An EV charging station in a non-residential district shall comply with the following regulations, unless the City Council in approving a Special Use Permit for an EV charging station has imposed other requirements necessary in the particular case to protect the public interests. i. EV charging stations must be in addition to required parking spaces. ii. All signage associated with the charging stations must be approved as part of the Special Use Permit. iii. No off-premise signage, through installation of changeable copy screens or devices, are permitted within, on, adjacent to, or associated with an EV charging station. iv. EV charging stations may not be located immediately adjacent to public rights-of- way, and must be located internal to a property. v. All charging stations must be setback a minimum of 25 feet from adjacent property lines when immediately adjacent to a residential use or district. vi. EV supply equipment, including feeders and distribution equipment, shall be placed and operated from underground electric sources and not from electric poles. Transformers, switch gears, and other required electrical components shall be pad mounted. vii. Every application and permit for an EV charging station must include a utility will- serve letter from the local electric delivery company detailing their ability to serve the site. viii. Emergency power shut-off and parking structure prohibition requirements shall be regulated by the building and fire codes adopted by the City. In any case where there is conflict between ordinance and code, the most restrictive requirement shall apply. City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 4/22/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of an amendment to the Land Development Code, Chapter 3, Section 3.24 Schedule of Permitted Uses, specifically to include Special Land Use Standards for Electric Vehicle (EV) Charging Stations, GC24-006 Explanation The City Council has directed staff to prepare a change to the Land Development Code, which would require a Special Use Permit for an Electric Vehicle Charging Station in non-residential districts. There are additional requirements for SUP, such as it has to be a setback a minimum of 25 feet from adjacent property lines when adjacent to a residential use of district. Attachments 1. Draft Ordinance Language Table 3.24.B- - Schedule of Permitted Principal Uses Residential District Non-Residential DistrictsLand Use Classification AGRER40R30R20R15RDRMFMHCPOCNCC1CC2CC3MLSpecial Land Use Standards Parking Group I. AUTOMOTIVE AND TRANSPORTATION USES Airports and Heliports and Commercial Drone Delivery Hub S S S S S S S S S S S S S S S 17 24 Auto Alarm / Stereo / Window Tinting Stores S S P 10 7 Auto Lube Shops S S P 10 9 Automotive and Motor Vehicle Sales S S S 10 8 Auto Parts and Accessory Stores P P P P 10 7 Auto, Truck or Trailer Rental S S S 10 8 Auto Upholstery Shops S P 10 9 Auto Parking Lots and Garages (free standing)S S S S S S n.a. Auto Repair Shop S S S 10 9 Boat and Water-craft Sales and Service S S S 10 8 Bus or Passenger Train Stations S S S S 24 Car Wash (self-service and automatic)S S 9 Commuter Transit Stations S S S S 24 Electric Vehicle (EV) Charging Station S S S S S S 18 n.a. Gasoline Service Stations S S 10 7 LPG / CNG Dispensing Stations S S 24 Motorcycle Sales and Service S S 10 8 Paint and Body Shops S S 10 9 Park and Ride Facilities S S S S 24 Railroad or Motor Freight Terminals S 24 Recreational Vehicle Sales and Service S S 10 8 Tire and Battery Stores S S S 10 7 Truck and Heavy Equipment Sales and Service S S 10 8 Vehicle Storage Yards or Facilities S S S S 24 J. HEAVY COMMERCIAL, INDUSTRIAL & MANUFACTURING USES C. Special Land Use Standards – The following Special Land Use: Standards, which are referenced in the Special Land Use Standards column of Table 3.24.B, Schedule of Permitted Principal Uses, refer to additional standards and requirements that are applicable to the listed land use. 1. Bed and Breakfast – a Certificate of Occupancy (C.O.) is required prior to occupancy of the premises as a bed & breakfast. The C.O. shall be obtained after an inspection has determined that the structure is in compliance with all applicable current codes and ordinances of the City of Colleyville and the following additional conditions: a. The structure is structurally sound. b. There are no clear and present dangers as to fire and fire safety. c. The plumbing is in compliance with the currently adopted code requirements for the zoning district in which it is located. d. The electrical system is in compliance with the currently adopted Electrical Code for the zoning district in which it is located. e. Smoke detectors shall be placed in each individual bedroom which is offered for public use and smoke detectors shall also be placed in any hallway adjacent thereto. f. Signs, not exceeding one and one-half (1-1/2) square feet, shall indicate only the address and the establishment name. g. Off-street parking shall be located behind the front building line of the structure and shall be screened from public view, and shall be provided in the following manner: one space per bedroom offered for temporary rental in addition to that required for the zoning district in which it is located. h. The total rental bedroom area of the structure shall not exceed twenty-five (25) percent of the total floor area of the dwelling. Also, in order to continue operation: i. Annual inspections shall be required for each bed and breakfast facility to ensure ongoing compliance with the requirements of this Section. ii. Food service shall comply with all provisions of the City Code. iii. The structure shall comply with all current City Codes, including, but not limited to Building Codes, Plumbing Codes, Electrical Codes, Fire and Safety Codes, and others as may from time to time be adopted. ix. The length of stay for any guest is limited to fifteen (15) consecutive days. 2. Telecommunication Towers – Construction shall be of monopole design only; and a. the distance between the base of the tower and any Agricultural (Ag) or residential district or use shall be not less than two (2) times the height of the tower; and b. the site plan shall meet all other commercial development requirements of the City such as site plan review, landscaping, setbacks; and c. a minimum of one paved parking space shall be provided at the site of the structure. 3. Veterinarian Clinic with indoor kennels – A facility containing indoor kennels shall be subject to the following conditions. a. 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. b. No animals shall be kept outside the building. 4. Medical and veterinary clinics – Outpatient services only. 5. Archery & firearm ranges – An SUP required in every zoning district, except CN & CC, for sales activity over 9 mo. per year. 6. Home Occupation Uses: a. No person other than members of the family residing on the premises shall be engaged in such occupation; b. The use of the dwelling unit or accessory building for the home occupation shall be clearly incidental and subordinate to its use for residential purposes by its occupants, and not more than twenty-five (25) percent of the floor area of the dwelling unit shall be used in the conduct of the home occupation; c. There shall be no change in the outside appearance of the building or premises, or other visible evidence of the conduct of such home occupation other than one sign, not exceeding one (1) square foot in area, non-illuminated, and mounted flat against the wall of the principal building. d. No traffic shall be generated by such home occupation in greater volumes than would normally be expected in a residential neighborhood, and any need for parking generated by the conduct of such home occupation shall be met off the street on a driveway or other hard surface all weather area; e. No equipment or process shall be used in such home occupation which creates noise, vibration, glare, fumes, odors, or electrical interference detectable to the normal senses of any adjacent or nearby site occupant. In the case of electrical interference, no equipment or process shall be used which creates visual or audible interference in any radio or television receivers off the premises, or causes fluctuations in line voltage off the premises. f. Home occupation uses and activities shall be limited to the following: seamstress; accounting; bookkeeping and tax services; notary public; insurance and real estate; small-scale production of cosmetics and household sundries; private educational, music and dance tutoring; arts, crafts and home hobby shops; garage, yard and patio sales of short temporary duration; mail order brokerage; and other similar activities --- but excluding medical and law offices, auto repair, beauty shops, pet grooming services, kennels and other such activities. g. If a home occupation is deemed to become a nuisance as described in ‘e’ above, the Administrative Official may halt the use of the home occupation. 7. Emergency Clinics – Outpatient services only. 8. Livestock Raising and Breeding – A Special Use Permit is required for swine farming. 9. Alcoholic Beverage and Package Store Sales – A Special Use Permit is required for the sale of alcoholic beverages. A package store shall require the approval of a separate Special Use Permit. Any existing Special Use Permit for the sale of alcoholic beverages for off-premise consumption shall only be for beer and/or wine as specified in the approving ordinance and shall not be considered as approval for a package store as defined in Chapter Two. Also refer to Chapter 6 of the Code of Ordinances for additional regulations regarding alcoholic beverage sales. 10. Vehicle Repair – Vehicle repair, including the repair of other motorized vehicles, are permitted in accordance with the Schedule of Permitted Uses, subject to the following conditions. a. All repairs and servicing shall be conducted within an enclosed building. b. A business that conducts vehicle repair and is located on property adjacent to a residential use shall provide an eight-foot tall solid screen along the property line adjacent to the residential use. c. Except for wrecked vehicles, no more than two vehicles per bay or repair/inspection station that have been accepted for repair or servicing shall be parked/stored outside after regular business hours. d. Wrecked or dismantled vehicles waiting for repair shall not be visible from the street or other residential property and shall be stored in an enclosed building or within a completely enclosed area behind an eight-foot tall solid masonry screening fence. 11. Accessory Dwelling – A secondary dwelling for use by family members or domestic servants employed on the premises provided the gross habitable square feet of floor area complies with regulations found in Section 3.27 of this chapter. Such quarters may be housed within the principal residential dwelling, above a residential garage, or be part of an accessory building on the same premises, and shall comply with minimum standards for light, health, safety, and occupancy in conformance with other applicable City codes and ordinances. 12. Grocery Stores – A special use permit is required for the use of gasoline pumps in conjunction with a grocery store. 13. Billiard Parlor – Compliance with Chapter 10 of the Code of Ordinances is required for a Billiard Parlor. 14. Wind Driven Generators – No wind driven generator shall be constructed without approval of a special use permit per Section 3.24 of the Land Development Code. a. All wind driven generator towers shall be of a monopole design. All wiring shall be buried underground by means of a conduit system. b. A wind driven generator may be considered on lots measuring a minimum of 1.5 acres. c. The maximum height of a wind driven generator shall be no greater than 50 feet, measured from the existing ground level to the highest point of the blades. d. All wind energy structures, including tower and rotor, shall stand independent of any building or structure and shall have a minimum setback from any property line, right-of-way, power line, or other improvement of 1.5 times the height of the wind energy structure. It shall also be located entirely in the rear yard and shall not be located in any required setback. e. The maximum noise level shall not exceed 50 dB(a), measured from the property line, adjacent to any residentially zoned property, and 60 dB(a) adjacent to all other zoning districts. f. A wind tower and generator shall not be artificially lighted unless such lighting is required by the Federal Aviation Administration. g. The wind tower must either (a) have a locked anti-climb device installed on the tower; or (b) be completely enclosed by a locked, protective fence at least 6 feet in height. h. No signage or advertisements shall be allowed on the wind tower. i. A maximum of one wind energy system, including the tower, shall be permitted per lot. j. A wind driven generator, found to be non-productive or unused, for a period exceeding 180 days, shall be immediately removed from the premise and the site returned to its prior condition, at the expense of the property owner. 15. Portable Storage Structures – A portable storage structure is any container, storage unit, shed-like container or other portable structure, other than an accessory building as defined in Chapter Two of the Land Development Code, complying with all building codes and Land Development Code requirements, that can or is used for the storage of personal property of any kind and which is located for such purposes outside an enclosed building. The use of portable storage structures are allowed under the following conditions: a. Seven Day Provision: Portable storage structures placed on private property for a period of not more than seven (7) days are hereby exempt from these regulations provided the view of any vehicular traffic is not impeded in any way. A permit shall be required per the provisions of sub-section “b”. However, there shall be no fee required for structures that are placed for seven (7) or fewer days. b. A temporary use permit for a portable storage structure shall be obtained from the Community Development Department prior to placement for any portable storage structure. c. There shall be no more than one (1) portable storage structure per property. d. The portable storage structure shall be no larger than ten (10) feet wide, twenty (20) feet long and ten (10) feet high. e. Notwithstanding the requirements of sub-sections “k” and “l” below, a portable storage structure shall not remain at a property in any zoning district in excess of thirty (30) consecutive days, and shall not be placed at any one property in a zoning district in excess of thirty (30) days in any calendar year. f. The portable storage structure shall be set back a minimum of five (5) feet from all property lines. g. The portable storage structure shall be set back a minimum of five (5) feet from the nearest wall of a building. h. Where a side facing garage or a garage that is located behind the principal structure exists, the portable storage structure shall be located behind the front line of the principal structure. i. The portable storage structure shall be placed on an asphalt or concrete surface. A gravel surface is permitted if the portable storage structure is located behind the principal structure. j. The portable storage structure shall not be placed upon any street or within any rights-of-way. Exception: Portable storage structures located in mixed-use, townhome, multifamily, or similar residential developments may locate within existing, striped on-street parking spaces provided there are no public safety or vehicular traffic issues caused by the location of the structure. k. Portable storage structures associated with construction of a new principal building at a site where a new building permit has been issued are permitted for the duration of construction and shall be removed from the site within fourteen (14) days of the end of construction. Portable storage structures associated with new construction are exempt from the aforementioned conditions. l. Portable storage structures associated with any construction that is not part of the construction of a new principal building, and only in conjunction with the issuance of a building permit, may be placed for a maximum period of 180 days or upon completion of construction, whichever occurs first. The fee assessment for a portable storage structure associated with this sub- section shall be as follows: 0 to 30 days: standard fee 30 to 60 days: double the standard fee 60 to 90 days: three times the standard fee 90 to 120 days: four times the standard fee 120 to 180 days: six times the standard fee m. Any waivers to the conditions of this section shall be considered by Special Use Permit (SUP) in accordance with Section 3.25 Special Use Permit of the Land Development Code. 16. Massage Therapy – Any building, room, place, or establishment with a Massage Therapy use shall comply with the following regulations, unless the City Council in approving a Special Use Permit for a Massage Therapy use has imposed other requirements necessary in the particular case to protect the public interests: a. Shall be located not less than 300 feet from another Massage Therapy establishment. b. Approval of an application to locate a Massage Therapy establishment shall be deemed a temporary permit. Said permit shall be in effect as long as the current tenant, at the time the approval was granted, operates within the location and may operate in perpetuity until such time as a new Certificate of Occupancy (C/O) is required. A new C/O is required for a change in the existing occupancy classification or use or occupant or business name or business owner. Legal-nonconforming Uses or Buildings: Massage therapy businesses legally in existence after the effective adoption date of the applicable amended provisions for massage therapy may operate in perpetuity until such time as a new Certificate of Occupancy (C/O) is required. A new C/O is required for a change in the existing occupancy classification or use or occupant or business name or business owner. Before issuance of a new Certificate of Occupancy, a Special Use Permit must be approved. 17. Heliports and Airports and Commercial Drone Delivery Hub – No heliport, airport or commercial drone delivery hub shall be constructed, operated, or maintained without the approval of a Special Use Permit (SUP) per Section 3.24 of the Land Development Code. Commercial drone delivery shall be defined as the use of drones or similar devices weighing less than 100 pounds on takeoff, including everything that is on board or otherwise attached to the drone, to enable the receipt, storage, and distribution of packages by air. A Drone hub will be defined as a designated area over which an unmanned aircraft completes the final phase of the approach, to a hover or a landing, and from which an unmanned aircraft initiates take-off. The drone hub includes both the launch pads and any required safety areas, and may include areas for the outdoor storage of goods, materials, containers, trailers, or other equipment. a. A heliport, airport, or commercial drone delivery hub shall comply with the following regulations, unless the City Council in approving the Special Use Permit for a heliport, airport, or commercial drone delivery hub has imposed other requirements necessary in the particular case to protect the public interests. i. The heliport, airport, or commercial drone delivery hub must be designated on an approved site plan. ii. It shall be unlawful to take-off or land any helicopter on a repetitive basis at other than an approved heliport approved by the City Council pursuant to a Special Use Permit. This article and this section do not require compliance for landings and take-offs on a non-regular and infrequent basis that are otherwise lawful under federal law and regulations, such as, but not limited to: showing of real estate, personal landings and takeoffs in order to handle personal transactions and other similar uses, special events, or emergency use. iii. No helicopter, which has not been rated or licensed by the FAA or its successors, shall be flown from, taken-off from or landed at or upon any heliport or helistop in the city. iv. No person shall navigate any aircraft over, land upon or fly the same from, or service, maintain or repair any aircraft or conduct any aircraft operations on or from heliports or helistops, airports, and commercial drone delivery hubs within the city limits, otherwise than in conformity with the requirements of the federal air regulations, as established by the FAA or its successors. v. No person shall knowingly operate any aircraft above the city or give any exhibition of flying or otherwise, while such aircraft is in a defective condition, when the same is likely to cause any accident or injury to person or property, nor shall any person operate an aircraft over the city at any time, unless such person is fully capable of handling and controlling the aircraft so operated, nor shall any person operate any aircraft while under the influence of any drug or intoxicant of any nature so as to incapacitate such person from operating any such aircraft. vi. When adjacent to residential properties, no drone hub shall be located within 150 feet of residential properties. vii. The heliport, airport or commercial drone delivery hub must not be placed; 1. Within any required setbacks; 2. Within any required landscape edge; 3. Within fire lanes, easements, maneuvering aisles, customer pick-up lanes, or required loading zones and parking spaces; or 4. So as to obstruct visibility or interfere with pedestrian or vehicle circulation. viii. Accessory buildings used to store goods, materials, or containers related to commercial drone delivery must adhere to the accessory building guidelines as per the requirements of Section 3.27. ix. Aesthetic improvements around any commercial drone delivery hub location shall be provided to complement the development. b. Parking and Loading Regulations: i. Parking is not required for a heliport, airport, or commercial drone delivery hub use. ii. The City Council may decrease the amount of required parking for a site up to 10% to accommodate the drone staging area for a commercial drone delivery hub with approval of a site plan if minimum parking requirements are not met with the approval of a drone use. The parking reduction is revoked if the commercial drone delivery hub use is removed. 18. Electric Vehicle (EV) Charging Station – A permit from the Building Inspections Department is required for the construction, replacement, or installation of an EV charging station in non- residential districts, or for the installation of electrical equipment for the purposes of charging an electric or hybrid vehicle in a residential dwelling. a. An EV charging station in a non-residential district shall comply with the following regulations, unless the City Council in approving a Special Use Permit for an EV charging station has imposed other requirements necessary in the particular case to protect the public interests. i. EV charging stations must be in addition to required parking spaces. ii. All signage associated with the charging stations must be approved as part of the Special Use Permit. iii. No off-premise signage, through installation of changeable copy screens or devices, are permitted within, on, adjacent to, or associated with an EV charging station. iv. EV charging stations may not be located immediately adjacent to public rights-of- way, and must be located internal to a property. v. All charging stations must be setback a minimum of 25 feet from adjacent property lines when immediately adjacent to a residential use or district. vi. EV supply equipment, including feeders and distribution equipment, shall be placed and operated from underground electric sources and not from electric poles. Transformers, switch gears, and other required electrical components shall be pad mounted. vii. Every application and permit for an EV charging station must include a utility will- serve letter from the local electric delivery company detailing their ability to serve the site. viii. Emergency power shut-off and parking structure prohibition requirements shall be regulated by the building and fire codes adopted by the City. In any case where there is conflict between ordinance and code, the most restrictive requirement shall apply.