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Planning and Zoning Commission-Agenda Packets-3/25/2024
City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, MARCH 25, 2024 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1.CALL TO ORDER 2.PRESENTATION AND DISCUSSION 2a Presentation and discussion of rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 TABLED FROM THE MARCH 11, 2024 PLANNING AND ZONING COMMISSION MEETING. 2b Presentation and discussion of a Special Use Permit to allow for Alcoholic Beverage Sales – (Beer and Wine Only) – Off-Premise Consumption on Lot 2, Block A, 170 Players Addition, located at 3855 Glade Road Suite 165, Case ZC24-004 2c Presentation and discussion of an Amendment to the Land Development Code, Chapter 3, Section 3.28 Supplementary District Regulations, specifically to prohibit the use of a vehicle as a dwelling or housekeeping unit when parked or stored on public property 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Thursday, March 21, 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 3/25/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of rezoning from PUD-C Planned Unit Development - Commercial to PUD-C Planned Unit Development - Commercial on Lots 1 and 2, Block A, Heritage Farms Addition, located at 913 Cheek-Sparger Road and 3808 Wayne Drive, Case ZC24-001 TABLED FROM THE MARCH 11, 2024 PLANNING AND ZONING COMMISSION MEETING. Explanation Jonathan Rankin, the applicant, has submitted a request for a zoning change for Lots 1 and 2, Block A, Heritage Farms Addition, being approximately 18.45 acres, and zoned PUD-C Planned Unit Development - Commercial. The request is to rezone the property to allow for a new senior living facility. The existing zoning currently allows for a senior living facility. However, multiple changes are being proposed with this new project. The new ordinance will be tailored to the new proposed project. Attachments 1. Aerial 2. Zoning 3. Future Land Use Map 4. Statement of Planning Objectives 5. Zoning Exhibit and Elevations 6. Drainage and Traffic Plan Exhibits CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRSubject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Aerial Map CHEEKSPARGERRD P L A N T A T I O N DR S I N W O O D LN PLA N TA TIO N D R N R O D E O DR BEDFORD RDELMWOODCTCOPPERWOOD CTBEDFORD CTWAYNE DRAG CN PUD-C PUD-C CC-1 PUD-R PUD-R Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC24-001 913 Cheek Sparger Rd & 3808 Wayne Dr Zoning Map Statement of Planning Objectives – Sagora Senior Living Introduction Sagora Senior Living and Confluent Development collectively have more than 85 projects of development and operations experience in the senior living services space. Sagora Senior Living, along with its affiliates, have been enriching the lives of our seniors and their families for over three decades. The dedication and commitment of our associates to our “Resident First” philosophy creates and maintains a reputation of excellence in senior housing. Based in Fort Worth, Texas, the Sagora Senior Living family of companies is focused solely on the senior housing industry, with involvement in the ownership, development, acquisition, and operation of communities, including cottages, independent living, assisted living, and memory care. We currently operate 61 communities in 12 states, serving 7,400+ residents with 3,800+ associates. We have developed a reputation for providing exceptional residential options and are one of the nation’s Top 50 senior housing operators. Each location offers signature programming, five-star amenities, unparalleled care, and socially active cultures, as well as unique local takes on our “Resident First” philosophy. The 18-acre undeveloped property south of Cheek-Sparger Road adjacent to the east side of Wayne Drive presents an excellent opportunity for Sagora to bring its senior living philosophy and experience to the City of Colleyville in a meaningful and high-quality way. Proposed Use Confluent Development and Sagora Senior Living are requesting to advance the development of a senior living community restricted to individuals 55 years and older, consistent with the existing PUD-C zoning on this property but with fewer total units, fewer total square feet, less parking, more open space, and greater setbacks to the main building from the east and south property lines. The new senior living community will consist of duplex Cottages placed strategically on the perimeter of the project as a sensitive transitional use to our residential neighbors. The main building will provide living options and support services and amenities for independent residents, residents with assistance needs and memory care residents. No office or other commercial uses are proposed. In total, there are 18 Cottages totaling 36 units, 130 Independent Living units, 62 Assisted Living units, and 20 Memory Care units for a total of 248 Units. In addition, the main building will provide abundant service and amenity spaces including a commercial kitchen, dining room, bistro, theater, fitness center, salon, library and three private courtyards. The AL/MC units will be licensed Type B by the Texas Department of Aging and Disability Services. Design Intent The proposed project is substantially consistent in use, form, and architectural character with the senior living PUD currently in effect on the property. Further, the site and buildings have been designed mindfully to be compatible with the surrounding development patterns and character. The Sagora Senior Living community is nestled within a natural soft rolling pastoral site. As you approach the main entry, a generous landscape buffer featuring established heritage trees and water feature greets you, setting the stage for the main Independent Living building; an “old meets new” vernacular defining our community. The project takes vehicular access directly from Wayne Drive and Bedford Court. There is no direct access to Cheek-Sparger Road. Access is purposefully placed to provide efficient circulation throughout the site while also leading residents and guests to the primary entrance for the IL portion of the building, or the primary entrance for the AL/MC portion of the building, which are separate, visible and distinct with amenitized and safe drop-off areas. Parking is dispersed throughout the site to minimize the visual impact on our residents and our neighbors, while still convenient for our residents, guests and employees. The Cottages self-park with one garage space and 1 driveway space. There is also a service drive and delivery area on the east side of the site to which all delivery drivers will be directed prior to arrival to keep truck and vehicular traffic as separated as possible. Architecturally, the main entry commons building is designed to emulate a late 1800 manor house. Spacious outdoor living areas flank entry points, extending a warm welcome to visitors, residents, and the Colleyville community. It seamlessly integrates new additions of a one-story memory care building, juxtapose a two-story assisted living building and a 3-story independent living building; all surrounded by a landscaped arroyo and one-story duplex cottages. When you add in the stormwater pond, arroyos, open spaces, and three generous private courtyards, which allow for comfortable and secure outdoor recreational opportunities and increased daylight for our resident units, the project provides for nearly 60% private open space, all connected by a perimeter and internal sidewalk circulation system. More than a nod to the past, the main Manor house embodies an evolution across generations. Familiar material of standing seam metal roof, German smear random rubble limestone, rustic dark stained wood trellises and trim are familiar and reminiscent of a bygone era, bringing comfort to residents, families, and friends. This blend of history and modern Texas vernacular is where the past meets the present, creating an atmosphere that anchors the community to the history of Colleyville. Land Use Request With this application, Confluent is seeking approval for an Amendment to the 2012 PUD (Ord. 0-12-1832) for the primary purposes of: 1. Continuing with a for-profit, rental-fee-for-service Senior Living project for residents 55 and older. 2. Removing office and retail commercial uses from the allowed uses on the property. 3. Adding Independent Living Cottages as a sensitive transitional use from the adjacent single-family home neighbors. 4. Providing 33 fewer total units, and 25,000 fewer total square feet. 5. Providing a 3rd story for Independent Living residents in the center of the site. 6. Providing 54 fewer overall parking stalls. 7. Providing 4% more open space. 8. Providing a 301’ setback to the main building from the east property line – 64’ increase. 9. Providing a 345’ setback to the main building from the south property line – 170’ increase. Summary of Architectural Guidelines Development Program IL 130 Units = 171,000 SF AL 62 Units = 56,000 SF MC 20 Units = 13,000 SF TOTAL MAIN BLDG. = 240,000 SF Cottages (w/o Garage) 36 Units = 56,500 SF TOTAL PROJECT SIZE 248 Units = 296,500 SF Main Building Footprint = 99,000 SF Cottages Footprint (incl. Garage) = 70,000 SF TOTAL BUILDING FOOTPRINT = 169,000 SF (21% of Site Area) Colleyville Senior Living – Comparison Chart Category 2012 Existing PUD 2023 Proposed PUD Change Land Area 18.45 Acres 18.45 Acres No Change Proposed Use Senior Living Senior Living No Change Ownership Type For Profit For Profit No Change Operational Model Rental, Fee for Service Rental, Fee for Service No Change Other Uses Retail, Office Senior Living Only No Commercial Uses Levels of Care Independent Living Assisted Living Memory Care Independent Living Assisted Living Memory Care No Change Independent Living Units 162 130 32 fewer units Assisted Living Units 74 62 12 fewer units Memory Care Units 45 20 25 fewer units Independent Living Cottages 0 36 36 more cottages Total Unit Count 281 248 33 fewer units Number of Stories 1, 2 ½ 1, 2 & 3 1/2 additional story Total Project Size 321,500 SF 240,000 + 56,500 = 296,500 25,000 SF smaller Total Parking Spaces 282 + retail/office = 330 204 + 72 (2/cottage) = 276 54 fewer stalls (90 fewer surface) Open Space 54% 58% 4% more open space Distance – Bldg. to East PL 237’ 169’ & 301’ 64’ greater to main building Distance – Bldg. to South PL 175’ 93’ & 345’ 170’ greater to main building 2012 Source: City of Colleyville Ordinance 0-12-1832 Open Space Detention/Retention Pond = 200,000 SF Site Open Space = 266,000 SF TOTAL OPEN SPACE = 466,000 SF (58%) All Landscaping shall comply with Chapter 4-Landscaping in the Land Development Code. Building Setbacks (minimums) North (Cheek Sparger) • Cottages = 55’ • Main Building = 540’ South • Cottages = 93’ • Main Building = 345’ East • Cottages = 169’ • Main Building = 301’ West (Wayne Drive) • Cottages = 44’ • Main Building = 125’ Building Height 3-Story Independent Living Building • 38’ to top of 3rd Floor • 54’ to top of Primary Roof Ridge • Up to 62’ for Architectural Enhancements (peaked elements, chimneys, etc.) 2-Story Assisted Living Building • 26’ to top of 2nd Floor • 38’ to top of Primary Roof Ridge • Up to 44’ for Architectural Enhancements (peaked elements, chimneys, etc.) 1-Story Memory Care Building • 12’ to top of 1st Floor • 23’ to top of Primary Roof Ridge • Up to 26’ for Architectural Enhancements (peaked elements, chimneys, etc.) Single-Story Cottages • 21’ to top of Roof Ridge • Up to 22’ for Architectural Enhancements (peaked elements) Building Elevations Main Building • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Cottages • 50% Masonry (including Stone) minimum. Stucco, EIFS, Stone, Wood, Fiber Cement Panel, and the like shall comprise the other 50%. Calculations shall exclude door and window openings. Parking Required The development shall provide a minimum of 243 parking spaces based on the following formula: 1 space for every 2 AL/MC Units 82 Units = 41 Spaces 1 space for every 1 IL Unit 130 Units = 130 Spaces 2 Spaces for each Cottage Unit 36 Units = 72 Spaces Parking Provided Surface Parking Spaces 204 Cottage Parking Spaces 72 (1 garage + 1 driveway) TOTAL PARKING SPACES 276 Sidewalks The sidewalk along Cheek-Sparger Road must be at least 5’ wide. The sidewalk along Wayne Drive must be at least 4’ wide. Sidewalk on Bedford Court shall not be required, but if installed must be at least 4’ wide. Sidewalks must be installed when any new structures are built on the property. Site Lighting All lighting shall be directed away from adjacent residential properties. Illumination from light poles shall not exceed 0.5 foot-candles as measured from any portion of the property line. Fences and Walls An 8’ fence, which shall be a preponderance of masonry materials (no less than 50%), with other materials allowed as necessary to protect trees or as needed in regard to other considerations, shall be constructed along the south and east property lines adjacent to the existing residential uses located in the City of Bedford. Decorative security fencing on the west and north property lines shall be 6’ black metal. Security gates shall match the black metal fence design. Each Cottage and other ground level private outdoor spaces shall be defined with 48” black metal fencing. Decorative Walls or Retaining Walls shall be masonry and match the primary colors of the main building. Building Signage In addition to the Signage allowances and requirements in the Land Development Code, the project shall be permitted up to two Subdivision Monument Signs and one General Business Sign, or one Subdivision Monument Sign and two General Business Signs as they are defined in the Land Development Code, generally where indicated on the overall site plan. Dumpster Enclosures All requirements of the Land Development Code shall be met. Additional Development Elements Traffic Impact A stamped, signed Traffic Summary Memo from Kimley Horn to the City of Colleyville determined the proposed Sagora Senior Living development is not anticipated to have any significant impacts on the surrounding roadway network. Using rates published in the Institute of Transportation Engineers (ITE) Trip Generation 11th Edition, the daily trip generation was calculated to be 784 vehicles per day. This low trip generation does not require a traffic impact analysis based on the City’s Land Development Code. Roadway Improvements A right-turn lane on northbound Wayne Drive will be added where it intersects with Cheek-Sparger Road. Total estimated cost, scope, feasibility and traffic impact of the construction of a northbound right-turn lane at this intersection will be determined by a registered professional engineer in the State of Texas and the City of Colleyville Public Works Engineering department. We understand the intersection of Cheek-Sparger Road and Bedford Road to be a “Special Consideration Intersection” by the City for improvements such as a roundabout. As a way of contributing to the funding of construction of the improvements at this intersection, we propose the use of roadway and water/sewer impact fees from the Sagora Senior Living project, combined with contributions from Confluent Development and Covenant Christian Academy (fees already assessed). A detailed proposal of sources and uses has been provided to the City. Development Schedule – Sagora Senior Living Introduction Confluent Development is the owner, developer, and construction manager of the Sagora Senior Living project. The project is expected to conclude the entitlements process in October 2024, and conclude the building design and permitting process in February 2025. Construction will begin in February 2025 with an overall duration of 20 months to achieve substantial completion. It is possible that at least half the Cottages could be completed and open in 14 months as they will be permitted separately. Economic Development Information – Sagora Senior Living Introduction The project will provide substantial public benefit to the taxing jurisdictions of the City of Colleyville, Tarrant County and the HEB School District in the form of Ad Valorem and Sales Taxes. In addition, Sagora Senior Living will create over 120 new jobs to support their senior residents in this project. ZONING DESCRIPTION BEING a tract of land situated in the Allen Christian Survey, Abstract No. 339, L.L. Mclain Survey, Abstract No. 1077, and Margaret Day Survey, Abstract No. 406, City of Colleyville and City of Bedford, Tarrant County, Texas and being all of Lots 1 and 2, Block A, Heritage Farms, an addition to the City of Colleyville and Bedford, recorded in Document No. D214100098, Official Public Records, Tarrant County, Texas, and being all of Tracts 1 and 2 described in Foreclosure Sale Deed with attached Affidavit to Beall Denton Partners, LP, recorded in Document No. D218146956 of said Official Public Records, and being more particularly described as follows: BEGINNING at a point for the southwest corner of said Lot 2, in the east right-of-way line of Wayne Drive (a 60 foot wide right-of-way); THENCE with said east right-of-way line of Wayne Drive and the west line of said Lots 1 and 2, the following courses and distances: North 00°47'50" East, a distance of 952.69 feet to a point at the beginning of a non-tangent curve to the left with a radius of 834.76 feet, a central angle of 14°07'50", and a chord bearing and distance of North 06°31'36" West, 205.35 feet; In a northerly direction, with said non-tangent curve to the left, an arc distance of 205.87 feet to a point for corner; North 13°35'31" West, a distance of 29.90 feet to a point at the beginning of a non-tangent curve to the right with a radius of 646.64 feet, a central angle of 12°37'00", and a chord bearing and distance of North 07°04'42" West, 142.11 feet; In a northerly direction, with said non-tangent curve to the right, an arc distance of 142.39 feet to a point for corner; North 00°46'12" West, a distance of 25.00 feet to a point for the northwest corner of said Lot 1 and being the intersection of said east right-of-way line of Wayne Drive and the south right-of-way line of Cheek-Sparger Road (a variable width right-of-way); THENCE with said south right-of-way line of Cheek-Sparger Road, North 89°12'18" East, a distance of 245.29 feet to a point for the most northerly northeast corner of said Lot 1; THENCE with an east line of said Lot 1, South 00°36'05" West, a distance of 275.00 feet to a point for the southwest corner of Lot 1-R, Block 1, Southgate addition, an addition to the City of Colleyville, recorded in Cabinet A, Slide 3400, Plat Records, Tarrant County, Texas; THENCE with the south line of said Lot 1-R, North 88°58'05" East, a distance of 301.30 feet to a point for the southeast corner of said Lot 1-R and a northeast corner of said Lot 1, in the west right-of-way line of Bedford Court (a 50 foot wide right-of-way); THENCE with said west right-of-way line of Bedford Court, the following courses and distances: South 00°44'05" East, a distance of 320.82 feet to a point at the beginning of a tangent curve to the right with a radius of 105.00 feet, a central angle of 17°05'04", and a chord bearing and distance of South 07°48'27" West, 31.19 feet; In a southerly direction, with said tangent curve to the right, an arc distance of 31.31 feet to a point for the southwest terminus point of said Bedford Court, in the north line of said Lot 1; THENCE with a north line of said Lot 1, North 89°53'51" East, a distance of 169.63 feet to a point for the southeast corner of Lot 3 of said Heritage Farms plat; THENCE with the east line of said Lot 3, North 00°44'05" West, a distance of 70.00 feet to a point for corner in the north line of said Lot 1; THENCE with said north line of Lot 1, North 89°53'51" East, a distance of 77.00 feet to a point for the most easterly northeast corner of said Lot 1; THENCE with the east line of said Lots 1 and 2, South 00°28'47" East, a distance of 829.69 feet to a point for the southeast corner of said Lot 2; THENCE with the south line of said Lot 2, North 88°05'24" West, a distance of 761.64 feet to the POINT OF BEGINNING and containing 803,912 square feet or 18.4553 acres of land. Bearing system based on the State Plane Coordinate, Texas North Central Zone (4202), North American Datum of 1983 (Adjustment Realization 2011). This document was prepared under 22 TAC §138.95, does not reflect the results of an on the ground survey, and is not to be used to convey or establish interests in real property except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’25’50’100’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 5 3 7 5 6 24 1 8 8 8 4 4 5 7 3 8 4 6 2 1 ASSISTED LIVING (TWO STORY) MEMORY CARE (ONE STORY) INDEPENDENT LIVING (THREE STORY) COTTAGES (ONE STORY DUPLEX) NATURAL DRAINAGE SWALE PICKLEBALL COURTS STORMWATER POND PROJECT IDENTIFICATION SIGNS 5 CHEEK-SPARGER ROADWAYNE DRIVE THE PILLARS CHRISTIAN LEARNING CENTER ZONED CC-1 BEDFORD COURT TARA VILLAGE RETAIL & SHOPPING CENTER ZONED CC-1 SINGLE FAMILY RESIDENTIAL ZONED R-9 COVENANT CHRISTIAN ACADEMY PRIVATE SCHOOL ZONED PUD-C BEDFORD HEIGHTS SINGLE FAMILY RESIDENTIAL ZONED PUDBEDFORD CITY LIMITSBEDFORD CITY LIMITS BEDFORD CITY LIMITSCOLLEYVILLE CITY LIMITSCOLLEYVILLE CITY LIMITS COLLEYVILLE CITY LIMITS*** NOTES: 1. 18.45 ACRES PLATTED AS HERITAGE FARMS, BLOCK A, LOT 1. 2. NO FEMA 100 YEAR FLOODPLAIN ON THIS PROPERTY OR ON THE CREEK SPARGER RIGHT OF WAY. 3. PARKING SPACES ARE 9’ X 18’. 4. DETAILED LANDSCAPING AND PLANTING PLANS WILL BE PREPARED WITH FINAL CONSTRUCTION PLANS FOR MANY OPEN SPACE/ LANDSCAPE AREAS. THIS INCLUDES FOUNDATION PLANTINGS, COURTYARD AREAS AND ALONG WAYNE DRIVE TO SCREEN PARKING. SITE SUMMARY SITE AREA 18.45 AC 803,682 SF BUILDING FOOTPRINT 3.88 AC 169,000 SF/21% PAVED SURFACES (PARKING & DRIVE) 3.88 AC 169,000 SF/21% OPEN SPACE (NON-DETENTION)6.10 AC 265,969 SF/33% DETENTION AREA 4.59AC 199,940 SF/25% TOTAL OPEN SPACE 10.68 SF 465,909 SF/58% INDEPENDENT LIVING UNITS 130 UNITS 171,000 SF ASSISTED LIVING UNITS 62 UNITS 56,000 SF MEMORY CARE UNITS 20 UNITS 13,000 SF COTTAGES 36 UNITS 56,000 SF TOTAL SENIOR LIVING UNITS 248 UNITS TOTAL BUILDING SF 296,500 SF SURFACE PARKING SPACES 204 COTTAGE PARKING SPACES 72 (1 GARAGE + 1 DRIVEWAY) TOTAL PARKING SPACES 276COLLEYVILLECHEEK-SPARGER RDSADDLEBROOK BROWN TRAILBEDFORD CITY LIMITBEDFORD CITY LIMITN SITE VICINITY MAP N.T.S. 56 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" 01. FRONT 02. BACK 03. LEFT 1/16" = 1' -0" 1/16" = 1' -0" 1/16" = 1' -0" 04. RIGHT 1/16" = 1' -0" FRONT ELEVATION BACK ELEVATION RIGHT ELEVATIONLEFT ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 EAST ELEVATION SOUTH ELEVATION SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 SAGORA SENIOR LIVING COLLEYVILLE, TEXAS SCALE: 1’’=100’-0’’ 0’50’100’200’ NORTH DEVELOPER CONFLUENT DEVELOPMENT 2215 MARKET STREET DENVER, CO 80205 ARCHITECT HKS 350 N Saint Paul St, #100, Dallas, TX 75201 OWNER BEALL DENTON PARTNERS 5712 COLLEYVILLE BLVD., SUITE 200 COLLEYVILLE, TX 76034 LANDSCAPE ARCHITECT NORRIS DESIGN 208 N Market St Suite 250, Dallas, TX 75202 CIVIL ENGINEER KIMLEY-HORN ASSOCIATES 260 Davis St #100, McKinney, TX 75069 NORT ELEVATION WEST ELEVATION Page 2 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Kimley-Horn prepared existing and proposed condition drainage area maps for the watershed draining through the two existing 66” RCPs. The drainage area maps are attached to this tech memo in Appendix A for reference. Kimley-Horn selected the NRCS dimensionless unit hydrograph for this analysis since the total drainage area is greater than 100 acres. A PondPack v. 10.02.00.01 model was prepared for existing and proposed conditions and have been included in this submittal. Both conditions include 24-hour frequency storms for the 2-, 5-, 10-, 25-, 50, and 100-year storm events. Rainfall data was obtained from the City of Fort Worth Drainage Manual, which references iSWM Hydrology rainfall data. Curve numbers were determined in accordance with City of Colleyville criteria and Technical Release 55 (TR-55). Offsite land uses were assumed to be fully developed and consistent with the City of Colleyville and City of Bedford Future Land Use Plans. Hydrologic soil groups were obtained from the Natural Resource Conservation Service (NRCS) Web Soil Survey. Times of concentration were determined using TR-55 methodology for developed and undeveloped conditions. Storm sewer travel times were determined using an assumed storm sewer path,and assumed storm sewer velocities of 6 feet per second. Muskingum-Cunge and standard lag routing methods were assigned to open channel and culvert sections respectively. Detailed hydrologic parameter calculation tables are attached to this tech memo in Appendix A for reference. Existing 36” RCP Existing 66” RCP Page 3 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Results The proposed development indicates no flow increases for the 50- and 100-yr. storm events, which can be found in Appendix B. The lower storm events, 2-, 5- and 10-yr, show flow increases where the flow enters into the storm system at Junction-F. Once the flow leaves the system, there is no longer an increase. The table below summarizes the existing and proposed condition 100-year flows at several locations within the watershed. Additionally, tables for each of the design storm events are included in Appendix B. Table 1: 100-Year Flow Comparisons Existing Junction Proposed Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A J-A 192.59 192.59 0.00 J-B J-B 174.75 174.75 0.00 J-C J-C 373.68 373.68 0.00 J-D J-D 288.81 288.81 0.00 J-E J-E 867.41 798.17 -69.24 J-F J-F 238.76 236.33 -2.43 J-G J-G2 818.19 748.96 -69.23 The two existing 66” RCPs do not have sufficient capacity to convey the 100-year flows from the watershed. Kimley-Horn prepared a PondPack analysis to determine the headwater elevation at the culvert entrance and to quantify how much flow would pass through the existing commercial development as weir flow and how much flow would be conveyed through the two existing 66” RCPs as pipe flow. Output from the PondPack analysis is attached to this letter and a summary of the results is included in the table below. Page 4 kimley-horn.com 801 Cherry Street, Unit 11, Suite 1300, Ft. Worth, TX 76102 817-335-6511 Table 2: Existing and Proposed PondPack Result Table Existing Proposed 100-Year Flow (cfs)342 248 Pipe Flow (cfs)264 247 Weir Flow (cfs)78 1 Pond Volume (ac-ft)4.1 12.3 100-Year Headwater Elevation 598.43 597.80 Conclusion The results of this analysis show a decrease in the 25-, 50- and 100-year peak flow design storm events with the construction of a detention facility. The additional volume from the proposed detention pond allows for a decrease in flow from the development. Please note that this is for permitting only, not for construction. I trust that the information provided in this letter and its attachments is sufficient to meet the City of Colleyville drainage requirements for the subject property. However, if you have questions or comments on the analysis, please do not hesitate to contact me at the number below. If there are any questions regarding this evaluation, please contact Nicholas Sopko, P.E., CFM at 817- 335-6511 or at nick.sopko@kimley-horn.com. K:\FTW_Hydro\064609800_Confluent Colleyville\Docs\Tech Memo.Docx APPENDIX A Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 7.86 65% B + 35% D 70% Institutional 30% Open Space 81.5 0.232 DA-G 16.25 5% B + 95% D 5% Residential (1/4 acre lots) 95% Open Space 79.4 0.393 Basin Area (ac.)Soil Group (%)CN Description Weighted CN Time of Concentration (hrs) DA-A 31.34 60% B + 40% D 40% Institutional 60% Residential (1/4 acre lots)83.0 0.309 DA-B 32.65 55% B + 45% D 20% Institutional 80% Residential (1/4 acre lots)82.0 0.420 DA-C 33.78 35% B + 65% D 5% Open Space 10% Institutional 10% Multifamily 75% Residential (1/4 acre lots) 83.7 0.263 DA-D 48.65 35% B + 65% D 10% Multifamily 90% Residential (1/4 acre lots)83.5 0.348 DA-E 11.63 20% B + 80% D 40% Residential (1/4 acre lots) 60% Commercial 90.5 0.238 DA-F 6.88 65% B + 35% D 100% Multifamily 87.5 0.249 DA-G 17.23 5% B + 95% D 100% Assisted Living 91.7 0.214 EXISTING CONDITION DRAINAGE AREA SUMMARY TABLE PROPOSED CONDITION DRAINAGE AREA SUMMARY TABLE Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-F 558 Muskingum-Cunge 610 598 0.022 0 2 0.045 R-B J-B J-C 719 Muskingum-Cunge 608 601 0.010 5 2 0.045 R-C J-C J-G 881 Muskingum-Cunge 601 590 0.012 5 2 0.045 R-D J-D J-G 217 Standard Lag R-G J-G J-E 440 Standard Lag Reach Name Upstream Junction Downstream Junction Length Methodology Upstream Elevation Downstream Elevation Slope Bottom Width Side Slope Mannings "n" (ft)(ft/ft)(ft)(x':1') R-A J-A J-A1 1082 Standard Lag R-B J-B J-C 1574 Muskingum-Cunge 607 590 0.011 5 2 0.045 R-C J-C J-G2 901 Muskingum-Cunge 605 590 0.017 5 2 0.045 R-D J-D J-G2 235 Standard Lag R-G2 J-G2 J-E 439 Standard Lag PROPOSED CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 2 minute EXISTING CONDITION HYDROLOGIC MODEL ROUTES Assumed Velocity = 6 fps; lag = 1 minute Assumed Velocity = 6 fps; lag = 1 minute Duration (min) 2-year Depth (in) 5-year Depth (in) 10-year Depth (in) 25-year Depth (in) 50-year Depth (in) 100-year Depth (in) 5 0.439 0.572 0.673 0.807 0.909 1.012 15 0.875 1.137 1.336 1.601 1.801 2.004 60 1.572 2.047 2.408 2.888 3.248 3.619 120 1.935 2.555 3.031 3.671 4.159 4.669 180 2.154 2.871 3.423 4.173 4.752 5.361 360 2.558 3.446 4.135 5.077 5.81 6.586 720 3.016 4.089 4.919 6.051 6.928 7.852 1440 3.522 4.776 5.747 7.069 8.096 9.175 Rainfall Data Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 1 of 43636100363650036369003637300363770036381003638500363890036361003636500363690036373003637700363810036385003638900671100671500671900672300672700673100673500673900674300674700675100675500 671100 671500 671900 672300 672700 673100 673500 673900 674300 674700 675100 675500 32° 52' 31'' N 97° 10' 19'' W32° 52' 31'' N97° 7' 23'' W32° 50' 55'' N 97° 10' 19'' W32° 50' 55'' N 97° 7' 23'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 14N WGS84 0 1000 2000 4000 6000 Feet 0 300 600 1200 1800 Meters Map Scale: 1:20,800 if printed on A landscape (11" x 8.5") sheet. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:20,000. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Tarrant County, Texas Survey Area Data: Version 8, Sep 21, 2012 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Dec 13, 2010—Mar 1, 2011 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 2 of 4 Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Tarrant County, Texas (TX439) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 12 Birome-Aubrey-Rayex complex, 5 to 15 percent slopes D 11.1 0.5% 13 Birome-Aubrey-Urban land complex, 5 to 15 percent slopes 122.1 5.6% 21 Crosstell fine sandy loam, 1 to 3 percent slopes D 17.2 0.8% 22 Crosstell fine sandy loam, 3 to 6 percent slopes D 88.9 4.0% 23 Crosstell-Urban land complex, 1 to 6 percent slopes D 391.5 17.8% 29 Gasil fine sandy loam, 1 to 3 percent slopes B 90.8 4.1% 30 Gasil fine sandy loam, 3 to 8 percent slopes B 64.9 2.9% 31 Gasil sandy clay loam, graded, 1 to 5 percent slopes B 49.9 2.3% 32 Gasil-Urban land complex, 1 to 8 percent slopes B 555.4 25.3% 59 Pulexas fine sandy loam, frequently flooded A 80.1 3.6% 63 Rader fine sandy loam, 0 to 3 percent slopes C 205.0 9.3% 64 Rader-Urban land complex, 0 to 3 percent slopes 419.7 19.1% 71 Silstid loamy fine sand, 1 to 5 percent slopes B 33.9 1.5% 72 Silstid-Urban land complex, 1 to 5 percent slopes B 66.4 3.0% W Water 2.0 0.1% Totals for Area of Interest 2,199.0 100.0% Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 3 of 4 Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Hydrologic Soil Group—Tarrant County, Texas Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 7/17/2013 Page 4 of 4 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ! ! ! ! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!GLADE RDCOLLEYVILLE BLVDCHEEK SPARGER RDPLEASANT RUN RDJOHN MCCAIN RDBRANSFORD RDHERITAGE AVEJACKSON RDWESTCOAT DRHALL JOHNSON RDOAK KNOLL DRBEDFORD RDTINKER RDW L D LOCKETT RDPOOL RDMEADEDRRIVERWALK DRMONTCLAIR DRDAVID LNLAVACA TRLHARDAGE LNL D LOCKETT RDCONNIE LNB R O W N T R LBETTINGER DRSAN BAR LNMCDONWELL SCHOOL RD WHIGHLAND DRMARTIN PKWYC H URCHSTW GLADE RDMURPHY RDFELPS DRBANDITTRLCENTERPARKMONTICELLO PKWYSHELTON DROAKBRIAR LNOVERLAND TRLLAKESIDEDRMIRAMAR LNMANNING DRNOR M A N D Y DR GRAPEVINE HWYFRY LNBOGART DRBEVERLY DRSTAFFORD DRBLUEBONNET DRARBORTRLSHERWOODLNRUSTICTRLBLACK DRROBERTS RDCOVENTRY CTBALLANTRAE DRJO W I L L S T MELANIEDRFIELD STKAYS CTTRIA N O N C TTIMBERLINE DR SWHITTIER LN TIMBERLINE DR NBILLS LNALLENDALE STELM STH OL LY LN BEHRENS RDWHITEDRPROV IDE NC E R DQUAIL RUNEMERALDDRCEDARCT CURTIS RDBILL SIMMONS RDTARRANT LNTHAMESTRLRENFRO RDHIGHLAND MEADOW DRHIGHLANDHILLSLNMAIN STTYLER STM E A N D E R IN G W AYCHESHIREDRPLANTATIONDRSCHESTNUTB N DATLANTA DRHANDELGREENBRIARLNGATEWAYDRWAYNE DRQUAILS PATHPETERS PATHDA VINCIJIM MITCHELL TRL ELETA LNLANSFORD LNJEFFERSONC IR AMADOR TRLDOUGLASAVEJIM MITCHELL TRL WBEHRENS CTEUDALY DRHERBERT RDCOLLEYVILLE TERFEGANS PATHM O N E T GREEN OAKS DRHICKORYHILLLNMILLWOODDRROSE STI N W O O D LNPONDEROSAST SADDLEBROOKDRKENNEDYDRYORKDRCOVENTRY PLHILLSIDE RDQUALITYHILLEDGEWOOD LNSHALIMAR CTVILLAGE L NFOX GLEN DROA K TOP DR REMBRANDTLOWRIE RDHUNTER TRLROYAL LNCHERRY LNSHADY C R E E KLN REAGAN RDPEMBROOKEPKWYWCARRIAGELNCIMMARON TRLHUNTER LNJANET LNCRESTDRLEESBURG DR POLO TRLMEADOWHILL DRBROUGHTON DRAVALON DRMILL CREEK DRMAPLE LN KINGSTON DRMUSTANGTRLTENNISONPKWYE OAK VALLEY DRTEXAS TRLARTHUR DREMMAS CTTWELVEOAKSLNBROADOAKWAYMONTFORD DRALEXANDRA DRSHADYWOODLNMILTONDROAKPOINTEDR CLIFFWOOD DRBEDFORD CTOLDGROVERDGLENDALEDRPATTERSON LNMONTREUX AVEL O N G W OO D D R RODEO DRRIVERPATHS P R IN G H O L L O W ST OAK HILLS DRACUFFLNTILLMA N H IL L R D PRESTWICK DRLLOYD CIRVAN OAKS DRBRIDLEWOODSWHITEHAVENDRNMILLVIEWDRCARLISLEAVEBELLEFONTE LNWOODSTOCKDROAK CREST HILL DRBRIDLEWOODNPONDEROSA LNCHELSEA DRBRAEM A R TER SOUTH DRT H O MPSON TEROVERHILL DRDANBURY DRNORWALK DRDARTMOORE LN R E M IN G T O N PKWYPEBBLE HILL DRSYCAMORE DRDEEPWOOD RDOLD OAK LNMEADOWVIEW DRCALDWELLCREEKDRCAMELOT DREATONCIRWYATT DR MILL VALLEY DR WTUSCANY DRWILLOW LNBOWMAN DRBRIARWICK LNDANIELLEDRBALMORAL DRHIGHGROVECTBRAHMSSHEPHERDS GLNREATTA PLM O C K I N GBIRD LN SOPHIE LNSAVOYCTHILLIER CTCRESCENT LNW I N D V I E W DR MILLVALLEYDRECENTRAL DRAVONDALE DRWINDI N G T RL W ALDONCT HARDYLNSUMMERTREELNMUIR LNTARA DRINDUSTRIAL BLVDSOM ERSETBLVDTALBOT TRL CRESTH A V E N D RBUGLE LNCOTTONWOODLNMAJESTIC MNRHAWTHORNEAVEKINGSWOOD LNWALNUT LN THOMASSTSTONEHA V ENDROAKLAWNDRFRONTIERCTGARRYLYNNEDRVALLEY VIEW DR NWESTBURY DRREGIMENT PLKENSHIRE DR WALLERLNWAYSIDE DRDEVONDRSHADOWOOD RDWOODCREST DRWILKES DRMILLBROOKDRGLADECREEKDRALPINE LNCASPIANLNBELLEMEADEDR JO CAROL LNLEXINGTON PKWY WARWICK AVEPIAZZALNDORSET DRPLANTATIONDRNFR ANCESLNPOPLAR LNSCARBOROUGHLNWWGREENBRIARLNHAVERHILL LNREYNOLDS DRHIGH GATE DRCRANBROOK DR EPARK CTVANGUARD CTBUR N H A M C IR LAKEW O O D DR CR A N B R OOK DR W CHRISMAC WAY HILLBROOK DRINDEPENDENCERDSTALBANSCIRDURHAMDRHAWKS RIDGE TRLWINDSOR CTHIXCT EDINBURGH DRCOOKS LNBROOKRIDGE DRS T M O R ITZ PKWY COTTAGE OAK LNC H ARLESTON DR ARMSTRONG CT VINES CTWALLACE LNCHAMPIONWAYQUEENSBURYWAYWROSSDOWNSDRSAGEBRUSH STSUMMERBROOK DRA S H LEY CT WINDERMERE DRHARMONYLNBUROAKDROLD GLADE RDZERMATT CT S O U THWO O D E WATERFALL CTCUTTER R ID G E CTTARLETON DRBRENTWOOD DRGREEN HILL LNBUCKINGHAM P L BRAZOS CTSUNDERLAND DRMILLCROSSINGELIVEOAKDRQUAILCRESTDRBRIARCLIFFCTCHATSWORTH DRFOX TRAIL LNWINEWOO D CT OAKKNOLLCTSTONINGTON LNREGINA CTS T O N E B R ID G E D RBEDDO CTA M B L E S I D E D RLANGLEY HILL LNB Y R O N N E LSO NPKW YCAMDENGRNCAMBRIDGE CTGREENMEADOWEROCKRIMMON CTDOGWOOD CTSAN GABRIEL AVEBUTLERCTEVENTIDEW AY LORRAINE PARKMIDDLETON WAYROSEBROOK GREENMEADOWNFOXMEADOWSDRRAVEN CTSHERSTON GLNBOWDEN HILL LN NVALLEY VIEW DR WBORDEAUX PARKWINDSWEPT TRLTERRACOTTAWAYWOODBRIAR LNBROWN TRAILWELLINGTON DRSTRATHMORE TERWATERFORDLNBRIARRIDGEDRWESTGROVE LNFALCONCTUP L A N D LN MT VERNON DRINDIA CT PAULSPATHLAKERIDGECTBIRCH CTMCCAIN LNCALDWELL HUGHES RDSYCAMORE CTCASALNC RE ST C THIGHLAND PARK CTADAMS CTPARK VIEW CTLANTANA CTMEANDERINGCTSTILL POINT LNKENSHIRE CTBRIDGE STPRIMROSE LNWHIPPOORWILL CTMCDONWELL SCHOOL RD EWELSH CIRTERRACE LNFORD DRGLENHOPE CIR SGLENHOPE CIR NGROSVENOR GRNOLDENWOOD CTDERBY DRGREENBRIAR CTHIDDEN OAKS CTSHETLAND DRSAPPHIRECIRSCHANEL CT LAUREL OAKS LNJUNIPER CTRUTH RDMISSIONLNW OAK VALLEY DRDELMAR C T MEADOWLARK LN WILLIAMS PLEMERALDCTARRINGTON CTFELPS CTSTILTON C T COUNTRY WAYWELLER LNBRAEDON LNEVERSHAM CTWAGONWHEEL CTMARANATHA CTVIRGINIA SQTREEM O NT CIR HUNTER CTFRANKLIN CTCHALET CTFREEMONT CTCOPPERGLENCIRCOLDEN CTRIDINGWOOD TRLTUMBLEWEED CTPOLO CTVAN BUREN CTWILLIAMSBURG CTCOMPTON CTMILL POND CTMADISON SQHAYS CTBANDIT TRLWINDSWEPT TRLLegendRoadsSingle FamilyMulti-FamilyOfficeRetailInstitutionalIndustrialRoadwayUtilitiesParksPrivate Open SpaceWater!!!!!!!!!!!!!!!City LimitCity of ColleyvilleFuture Land Use 20250 2,100 4,200 6,300 8,4001,050FeetDISCLAIMERThis data has been compiled for TheCity of Colleyville. Various officialand unofficial sources were used to gather this information. Every effortwas made to ensure the accuracy ofthis data, however, no guarantee isgiven or implied as to the accuracyof said data. Revision Date: May 1, 20134A comprehensive plan shall not constitute zoning regulations or establish zoning district boundariesOrdinance No : O-11-1820Approved Date: December 13, 2011Ordinance No : O-12-1823Approved Date: February 21, 2012Ordinance No : O-12-1833Approved Date: October 1, 2012 TIME OF CONCENTRATION & LAG TIME TR-55 Methodology EXISTING CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Undevleoped 100 620.0 614.0 0.060 0.240 8.8 532 614.0 606.0 0.015 Unpaved 1.98 4.5 354 0.045 32.0 17.9 1.79 606.0 594.0 0.034 9.0 0.66 13.9 8.3 DA-G Undevleoped 100 608.0 606.0 0.020 0.240 13.6 1025 606.0 594.0 0.012 Unpaved 1.75 9.8 118 0.045 52.0 22.9 2.27 594.0 590.0 0.034 10.5 0.19 23.6 14.1 PROPOSED CONDITION SHEET FLOW SHALLOW CONCENTRATED FLOW OPEN CHANNEL FLOW STORM SEWER FLOW TOTAL PHASE 1 Tc = (0.007(nL)^0.8)/(P2^0.5)(s^0.4)Tc = L / 60*V Tc = L / 60*V Tc = L / 60*V 2-year/24-hr Rainfall Depth (in.) from iSWM =3.52 V = (1.49/n)*R^(2/3)*s^(1/2) Basin Development Condition Length Elev1 Elev2 Slope Manning's Tc1 Length Elev2 Elev3 Slope Condition Vavg Tc2 Length Manning's Area Perimeter Radius Elev3 Elev4 Slope Vavg Tc3 Travel Length Travel Velocity Travel Time TcTOTAL *Tlag (ft)(ft/ft)"n"(min)(ft)(ft/ft)TR-55 Fig. 3-1 (ft/s) (min)(ft)"n"(ft^2)(ft)(ft)(ft/ft)(ft/s)(min)(ft)(ft/s)(min)(min)0.6*Tc (min) DA-A Developed 100 655.0 653.0 0.020 0.240 13.6 150 653.0 650.0 0.020 Unpaved 2.28 1.1 839 0.013 3.0 12.5 0.24 650.0 627.0 0.027 7.3 1.9 706 6 2.0 18.6 11.1 DA-B Devleoped 100 626.0 625.0 0.010 0.240 17.9 167 625.0 624.0 0.006 Unpaved 1.25 2.2 1382 0.013 3.0 12.5 0.24 624.0 609.0 0.011 4.6 5.0 25.2 15.1 DA-C Devleoped 100 661.0 658.0 0.030 0.240 11.6 496 658.0 633.0 0.050 Unpaved 3.62 2.3 883 0.013 3.0 12.5 0.24 633.0 607.0 0.029 7.6 1.9 15.8 9.5 DA-D Devleoped 100 646.0 644.0 0.020 0.240 13.6 127 644.0 638.0 0.047 Unpaved 3.51 0.6 776 0.013 3.0 12.5 0.24 638.0 612.0 0.034 8.1 1.6 1829 6 5.1 20.9 12.5 DA-E Devleoped 37 637.0 636.0 0.027 0.240 5.4 1359 0.045 10.0 20.1 0.50 636.0 604.0 0.024 3.2 7.1 634 6 1.8 14.3 8.6 DA-F Developed 100 618.0 614.0 0.040 0.240 10.3 762 614.0 599.0 0.020 paved 2.85 4.5 71 6 0.2 15.0 9.0 DA-G Developed 100 621.0 614.0 0.070 0.240 8.2 279 614.0 608.0 0.022 paved 2.98 1.6 1099 6 3.1 12.9 7.7 R-AR-BR-C R-G R-DJ-AJ-FJ-EJ-GJ-DJ-BJ-CR-AR-BR-C R-G R-DDA-BDA-ADA-GDA-EDA-CDA-DDA-FEX PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:40 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xDAM_Ex - XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING DRAINAGE AREA MAPEXH-1LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWEXISTING PONDDA-AJ-A R-BR-DR-C R-GR-AJ-AJ-FJ-EJ-GJ-DJ-BJ-CDA-BDA-ADA-GDA-EDA-CDA-DDA-F1PR PONDPLOTTED BY WAGGONER, REBECCA 12/12/2023 9:42 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP DAM.DWGLAST SAVED 12/7/2023 2:40 PMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED DRAINAGE AREA MAPEXH-2LEGEND2-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARYDRAINAGE AREA BOUNDARYSHEET FLOW PATHSHALLOW CONCENTRATED FLOW PATHOPEN CHANNEL FLOW PATHSTORM SEWER FLOW PATHPONDPACK REACHPONDPACK JUNCTION LABELDRAINAGE AREA LABELFLOW ARROWPROPOSED PONDDA-AJ-A APPENDIX B Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C EX_2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E EX_2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F EX_2-Year 2 None 0.588 12.2 10.12 (N/A)(N/A) DA-G EX_2-Year 2 None 1.07 12.3 13.97 (N/A)(N/A) EX POND (IN)EX_2-Year 2 None 6.46 12.3 84.16 (N/A)(N/A) EX POND (OUT)EX_2-Year 2 None 6.46 12.35 83.45 593.8 0.088 J-A EX_2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B EX_2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C EX_2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D EX_2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E EX_2-Year 2 None 15.146 12.35 204.03 (N/A)(N/A) J-F EX_2-Year 2 None 3.151 12.25 47.74 (N/A)(N/A) J-G EX_2-Year 2 None 13.711 12.3 188.83 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C EX-5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E EX-5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F EX-5-Year 5 None 1.383 12.2 20.93 (N/A)(N/A) DA-G EX-5-Year 5 None 2.634 12.3 31.38 (N/A)(N/A) EX POND (IN)EX-5-Year 5 None 14.938 12.3 176.87 (N/A)(N/A) EX POND (OUT)EX-5-Year 5 None 14.938 12.3 174.1 595.99 0.368 J-A EX-5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B EX-5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C EX-5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D EX-5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E EX-5-Year 5 None 34.217 12.35 413.58 (N/A)(N/A) J-F EX-5-Year 5 None 7.219 12.25 97.01 (N/A)(N/A) J-G EX-5-Year 5 None 31.396 12.3 389.44 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C EX_10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E EX_10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F EX_10-Year 10 None 2.132 12.15 29.41 (N/A)(N/A) DA-G EX_10-Year 10 None 4.136 12.3 45.19 (N/A)(N/A) EX POND (IN)EX_10-Year 10 None 22.887 12.25 248.8 (N/A)(N/A) EX POND (OUT)EX_10-Year 10 None 22.887 12.4 220.21 597.0 0.943 J-A EX_10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B EX_10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C EX_10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D EX_10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E EX_10-Year 10 None 51.949 12.35 544.09 (N/A)(N/A) J-F EX_10-Year 10 None 11.017 12.25 134.27 (N/A)(N/A) J-G EX_10-Year 10 None 47.907 12.3 513.04 (N/A)(N/A) 2-Year Storm 5-Year Storm 10-Year Storm Existing PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C EX_25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E EX_25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F EX_25-Year 25 None 2.97 12.15 39.14 (N/A)(N/A) DA-G EX_25-Year 25 None 5.832 12.25 60.55 (N/A)(N/A) EX POND (IN)EX_25-Year 25 None 31.752 12.25 331.03 (N/A)(N/A) EX POND (OUT)EX_25-Year 25 None 31.752 12.45 247.96 597.8 2.201 J-A EX_25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B EX_25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C EX_25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D EX_25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E EX_25-Year 25 None 71.651 12.35 663.96 (N/A)(N/A) J-F EX_25-Year 25 None 15.243 12.25 175.15 (N/A)(N/A) J-G EX_25-Year 25 None 66.284 12.3 625.92 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C EX_50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E EX_50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F EX_50-Year 50 None 3.806 12.15 46.69 (N/A)(N/A) DA-G EX_50-Year 50 None 7.532 12.25 72.95 (N/A)(N/A) EX POND (IN)EX_50-Year 50 None 40.577 12.25 394.48 (N/A)(N/A) EX POND (OUT)EX_50-Year 50 None 40.577 12.45 285.99 598.2 3.258 J-A EX_50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B EX_50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C EX_50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D EX_50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E EX_50-Year 50 None 91.219 12.35 759.68 (N/A)(N/A) J-F EX_50-Year 50 None 19.445 12.2 206.9 (N/A)(N/A) J-G EX_50-Year 50 None 84.556 12.3 716.48 (N/A)(N/A) Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C EX_100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E EX_100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F EX_100-Year 100 None 4.655 12.15 53.93 (N/A)(N/A) DA-G EX_100-Year 100 None 9.267 12.25 85.19 (N/A)(N/A) EX POND (IN)EX_100-Year 100 None 49.534 12.25 457.48 (N/A)(N/A) EX POND (OUT)EX_100-Year 100 None 49.534 12.45 342.88 598.4 4.126 J-A EX_100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B EX_100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C EX_100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D EX_100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E EX_100-Year 100 None 111.049 12.35 867.41 (N/A)(N/A) J-F EX_100-Year 100 None 23.705 12.2 238.76 (N/A)(N/A) J-G EX_100-Year 100 None 103.085 12.3 818.19 (N/A)(N/A) 25-Year Storm 50-Year Storm 100-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) DA-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) DA-C 2-Year 2 None 2.875 12.2 47.76 (N/A)(N/A) DA-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) DA-E 2-Year 2 None 1.435 12.2 24.84 (N/A)(N/A) DA-F 2-Year 2 None 0.723 12.2 12.42 (N/A)(N/A) DA-G 2-Year 2 None 2.263 12.15 41.34 (N/A)(N/A) J-A 2-Year 2 None 2.563 12.25 39.12 (N/A)(N/A) J-B 2-Year 2 None 2.515 12.3 33.19 (N/A)(N/A) J-C 2-Year 2 None 5.39 12.25 72.06 (N/A)(N/A) J-D 2-Year 2 None 4.099 12.25 59.1 (N/A)(N/A) J-E 2-Year 2 None 16.391 12.35 150.82 (N/A)(N/A) J-F 2-Year 2 None 3.286 12.25 49.92 (N/A)(N/A) J-G 2-Year 2 None 14.957 12.35 138.40 (N/A)(N/A) PR POND (IN)2-Year 2 None 7.654 12.25 100.02 (N/A)(N/A) PR POND (OUT)2-Year 2 None 7.571 12.65 46.17 592.7 2.866 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) DA-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) DA-C 5-Year 5 None 6.455 12.2 94.4 (N/A)(N/A) DA-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) DA-E 5-Year 5 None 2.821 12.15 41.6 (N/A)(N/A) DA-F 5-Year 5 None 1.506 12.2 22.15 (N/A)(N/A) DA-G 5-Year 5 None 4.351 12.15 67.43 (N/A)(N/A) J-A 5-Year 5 None 5.836 12.25 78.21 (N/A)(N/A) J-B 5-Year 5 None 5.85 12.3 69.06 (N/A)(N/A) J-C 5-Year 5 None 12.305 12.25 149.01 (N/A)(N/A) J-D 5-Year 5 None 9.238 12.25 118.33 (N/A)(N/A) J-E 5-Year 5 None 35.937 12.35 321.91 (N/A)(N/A) J-F 5-Year 5 None 7.343 12.25 98.45 (N/A)(N/A) J-G 5-Year 5 None 33.117 12.3 297.77 (N/A)(N/A) PR POND (IN)5-Year 5 None 16.655 12.25 197.63 (N/A)(N/A) PR POND (OUT)5-Year 5 None 16.536 12.55 105.24 594.37 5.197 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) DA-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) DA-C 10-Year 10 None 9.769 12.2 129.27 (N/A)(N/A) DA-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) DA-E 10-Year 10 None 4.043 12.15 53.5 (N/A)(N/A) DA-F 10-Year 10 None 2.21 12.2 29.16 (N/A)(N/A) DA-G 10-Year 10 None 6.176 12.15 85.59 (N/A)(N/A) J-A 10-Year 10 None 8.885 12.2 108.39 (N/A)(N/A) J-B 10-Year 10 None 8.982 12.3 96.72 (N/A)(N/A) J-C 10-Year 10 None 18.751 12.25 207.63 (N/A)(N/A) J-D 10-Year 10 None 14.003 12.25 162.98 (N/A)(N/A) J-E 10-Year 10 None 53.903 12.35 452.82 (N/A)(N/A) J-F 10-Year 10 None 11.095 12.25 134.81 (N/A)(N/A) J-G 10-Year 10 None 49.862 12.3 421.77 (N/A)(N/A) PR POND (IN)10-Year 10 None 24.927 12.25 271.02 (N/A)(N/A) PR POND (OUT)10-Year 10 None 24.763 12.5 150.93 595.46 6.994 2-Year Storm 5-Year Storm 10-Year Storm Proposed PondPack Results Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) DA-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) DA-C 25-Year 25 None 13.443 12.2 168.41 (N/A)(N/A) DA-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) DA-E 25-Year 25 None 5.367 12.15 67.24 (N/A)(N/A) DA-F 25-Year 25 None 2.98 12.15 37.12 (N/A)(N/A) DA-G 25-Year 25 None 8.149 12.15 106.69 (N/A)(N/A) J-A 25-Year 25 None 12.273 12.2 142.65 (N/A)(N/A) J-B 25-Year 25 None 12.478 12.3 127.33 (N/A)(N/A) J-C 25-Year 25 None 25.92 12.25 272.84 (N/A)(N/A) J-D 25-Year 25 None 19.289 12.25 212.84 (N/A)(N/A) J-E 25-Year 25 None 73.766 12.35 592.81 (N/A)(N/A) J-F 25-Year 25 None 15.253 12.25 174.76 (N/A)(N/A) J-G 25-Year 25 None 68.402 12.3 554.76 (N/A)(N/A) PR POND (IN)25-Year 25 None 34.069 12.25 353.04 (N/A)(N/A) PR POND (OUT)25-Year 25 None 33.86 12.5 195.45 596.48 8.938 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) DA-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) DA-C 50-Year 50 None 17.086 12.2 198.16 (N/A)(N/A) DA-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) DA-E 50-Year 50 None 6.663 12.15 77.28 (N/A)(N/A) DA-F 50-Year 50 None 3.737 12.15 43.16 (N/A)(N/A) DA-G 50-Year 50 None 10.077 12.15 122.04 (N/A)(N/A) J-A 50-Year 50 None 15.639 12.2 168.85 (N/A)(N/A) J-B 50-Year 50 None 15.959 12.3 150.93 (N/A)(N/A) J-C 50-Year 50 None 33.045 12.2 323.08 (N/A)(N/A) J-D 50-Year 50 None 24.535 12.25 250.78 (N/A)(N/A) J-E 50-Year 50 None 93.388 12.35 697.05 (N/A)(N/A) J-F 50-Year 50 None 19.377 12.25 205.46 (N/A)(N/A) J-G 50-Year 50 None 86.729 12.3 653.85 (N/A)(N/A) PR POND (IN)50-Year 50 None 43.122 12.2 416.28 (N/A)(N/A) PR POND (OUT)50-Year 50 None 42.818 12.5 225.97 597.18 10.527 Label Scenario Return Event (years)Truncation Hydrograph Volume (ac-ft) Time to Peak (hours) Peak Flow (ft³/s)Maximum Water Surface Elevation (ft) Maximum Pond Storage (ac-ft) DA-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) DA-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) DA-C 100-Year 100 None 20.776 12.2 227.62 (N/A)(N/A) DA-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) DA-E 100-Year 100 None 7.965 12.15 87.15 (N/A)(N/A) DA-F 100-Year 100 None 4.501 12.15 49.03 (N/A)(N/A) DA-G 100-Year 100 None 12.012 12.15 137.24 (N/A)(N/A) J-A 100-Year 100 None 19.051 12.2 194.59 (N/A)(N/A) J-B 100-Year 100 None 19.493 12.3 174.75 (N/A)(N/A) J-C 100-Year 100 None 40.269 12.2 373.68 (N/A)(N/A) J-D 100-Year 100 None 29.845 12.25 288.81 (N/A)(N/A) J-E 100-Year 100 None 113.121 12.35 798.17 (N/A)(N/A) J-F 100-Year 100 None 23.552 12.25 236.33 (N/A)(N/A) J-G 100-Year 100 None 105.167 12.3 748.96 (N/A)(N/A) PR POND (IN)100-Year 100 None 52.28 12.2 479.93 (N/A)(N/A) PR POND (OUT)100-Year 100 None 51.771 12.5 247.58 597.8 12.271 25-Year Storm 50-Year Storm 100-Year Storm Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 39.12 39.12 0.00 J-B 33.19 33.19 0.00 J-C 72.06 72.06 0.00 J-D 59.10 59.10 0.00 J-E 204.03 150.82 -53.21 J-F 47.74 49.92 2.18 J-G 188.83 138.40 -50.43 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 78.21 78.21 0.00 J-B 69.06 69.06 0.00 J-C 149.01 149.01 0.00 J-D 118.33 118.33 0.00 J-E 413.58 321.91 -91.67 J-F 97.01 98.45 1.44 J-G 389.44 297.77 -91.67 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 108.39 108.39 0.00 J-B 96.72 96.72 0.00 J-C 207.63 207.63 0.00 J-D 162.98 162.98 0.00 J-E 544.09 452.82 -91.27 J-F 134.27 134.81 0.54 J-G 513.04 421.77 -91.27 10-YEAR FLOW COMPARISON 2-YEAR FLOW COMPARISON 5-YEAR FLOW COMPARISON Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 142.65 142.65 0.00 J-B 127.33 127.33 0.00 J-C 272.84 272.84 0.00 J-D 212.84 212.84 0.00 J-E 663.96 592.81 -71.15 J-F 175.15 174.76 -0.39 J-G 625.92 554.76 -71.16 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 168.85 168.85 0.00 J-B 150.93 150.93 0.00 J-C 323.08 323.08 0.00 J-D 250.78 250.78 0.00 J-E 759.68 697.05 -62.63 J-F 206.90 205.46 -1.44 J-G 716.48 653.85 -62.63 Existing Junction Existing Flow (cfs) Proposed Flow (cfs) Difference (cfs) J-A 194.59 194.59 0.00 J-B 174.75 174.75 0.00 J-C 373.68 373.68 0.00 J-D 288.81 288.81 0.00 J-E 867.41 798.17 -69.24 J-F 238.76 236.33 -2.43 J-G 818.19 748.96 -69.23 50-YEAR FLOW COMPARISON 100-YEAR FLOW COMPARISON 25-YEAR FLOW COMPARISON PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:46 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-EX INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:25 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHEXISTING INUNDATION MAPEXH-3APPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEMLEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 598.43' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 598.43' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTION PLOTTED BY WAGGONER, REBECCA 12/12/2023 9:47 AMDWG NAME K:\FTW_HYDRO\064609800_CONFLUENT COLLEYVILLE\DWG\EXHIBITS\EXH-PROP INUNDATION LIMITS.DWGLAST SAVED 12/6/2023 11:11 AMIMAGES EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 - Signature - EPSG26914_Date20221018_Lat32.865674_Lon-97.149911_Mpp0.597 -XREFS XREF xAerial - XREF oEG - Lidar - XREF xPond-NEW - XREF xBDY_PRELIM - XREF x2436 - XREF xDAM_Pr - XREF xStrm - XREF xSite - XREF xRoadLabelsTHIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PROJECT NO. 064609800 DATE: DECEMBER 2023 SCALE: AS SHOWN DESIGNED BY: RLW DRAWN BY: RLW CHECKED BY: NRSSHEET NUMBERNo. REVISIONS DATE BY© SAGORA COLLEYVILLE 225 E. JOHN W. CARPENTER FREEWAY, SUITE 1100 IRVING, TEXAS 75062 PHONE: 214-420-5600 TEXAS REGISTERED ENGINEERING FIRM F-928 NORTHPROPOSED INUNDATION MAPEXH-4LEGEND1-FOOT EXISTING AERIAL TOPOGRAPHY(TNRIS, 2019)PROPERTY BOUNDARY100-YEAR WSE IN PROPOSED CONDITIONS(597.80') AT 66" RCP HEADWALL100-YEAR WSE AT EXISTING (598.43') 66" RCPHEADWALLBUILDINGS SHOWN WITHIN THE 100-YEAR WSEAT EXISTING 66" RCP HEADWALL 597.80' BASEDON LIDAR TOPOGRAPHYBUILDINGS ADJACENT TO THE 100-YEAR WSE ATEXISTING 66" RCP HEADWALL 597.80' BASED ONLIDAR TOPOGRAPHYIRREGULAR WEIR CROSS SECTIONAPPROXIMATE INUNDATION LIMITSPLEASE NOTE INUNDATION LIMITS DO NOT ENCOMPASS ALLOF THE NEARBY AREAS INUNDATED FROM THE EXISTINGUNDERSIZED SYSTEM MEMORANDUM To:Mr. Larry Wright, P.E. City of Colleyville, Texas From: Douglas Arnold, P.E. Date: January 11, 2024 Re:Sagora Colleyville – Traffic Summary Memo Colleyville, Texas A residential development is proposed southwest of Cheek-Sparger Road and Bedford Court in the City of Colleyville, Texas. The development is anticipated to include a mix of senior housing options, including the following: 36 senior adult housing units (detached), 130 senior adult housing (attached), 20 congregate care units, and 63 assisted living units. Access to the development is proposed via one connection to Cheek-Sparger Road at Bedford Court and multiple connections to Wayne Drive. The anticipated completion date of the development is 2025. Based on Chapter 9 of the City’s Land Development Code, a traffic impact analysis is required when a development is anticipated to generate more than 1,000 vehicle trips per day. Using rates published in the Institute of Transportation Engineers (ITE)Trip Generation 11th edition, the daily trip generation was calculated to be 784 vehicles per day (48 AM peak hour trips, 63 PM peak hour trips). Based on this calculation, a traffic impact analysis would not be required based on the City’s Land Development Code. A detailed trip generation table is provided as an Attachment. Although a traffic impact analysis is not required by code, a high-level traffic review was performed for the proposed development to determine if there are any anticipated impacts to the adjacent public street with the addition of the site traffic. The following provides some takeaways from that review: · A peak period traffic counts was performed on Tuesday, September 27, 2022, at the intersections of Cheek-Sparger Road & Bedford Court. Based on the counts, there are 1,210 vehicles during the AM peak hour volume and 1,450 vehicles during the PM peak hour. · Based on anticipated travel patterns of the development traffic, it is anticipated that 65% of the site traffic will travel through the intersection of Cheek-Sparger Road & Bedford Court. This equates to 31 vehicles during the AM peak hour and 41 vehicles during the PM peak hour. This increase in traffic represents a 2.5% increase in overall intersection volumes during the AM peak hour and a 2.8% increase in overall intersection volumes during the PM peak hour. These percentages are typically thought of having an insignificant impact on intersection operations. · Based on field observations at the intersection of Cheek-Sparger Road & Bedford Court, the northbound and southbound approaches appear to operate below acceptable conditions during the weekday AM and PM peak hours. · Based on the projected site traffic volumes, right-turn lanes and left-turn lanes are not anticipated to be needed to serve development traffic at the access points along Wayne Drive. Based on the information provided above, the proposed Sagora Colleyville development is not anticipated to have any significant impacts on the surrounding roadway network. 01/11/2024 Table 1: Trip Generation Calculation ATTACHMENT T TV WW TV TV W S D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T. LOT 2 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. 18.4553 ACRES 803,912 SQ. FT. N89°12'18"E 245.29' S0°36'05"W 275.00' N88°58'05"E 301.30' S0°44'05"E 257.25' ∆=17°05'04" R=105.00' L=31.31' CB=S7°48'27"W C=31.19' N89°53'51"E 169.63' N0°44'05"W 70.00' N89°53'51"E 77.00'S0°28'47"E829.69'N0°47'50"E952.69'∆=14°07'50" R=834.76' L=205.87' CB=N6°31'36"W C=205.35' N13°35'31"W 29.90' ∆=12°37'00" R=646.64' L=142.39' CB=N7°04'42"W C=142.11' N0°46'12"W 25.00' 5/8" IRF BEARS N2°26'30"W-0.79' XF INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:40AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 1 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 0######## 1" = ##'@ 24X36 VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 2) SURVEYORS CERTIFICATION: To: Old Republic National Title Insurance Company; Old Republic National Title; CD Holdings Company LLC, a Colorado limited liability company; Beall Denton Partners, LP: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1,3,4,8,9,13 and 16 of Table A thereof. The field work was completed on August 24, 2022. Survey Date: August 26, 2022 J. Andy Dobbs Registered Professional Land Surveyor No. 6196 Kimley-Horn and Associates, Inc. 13455 Noel Road Two Galleria Office Tower, Suite 700 Dallas, Texas 75240 Ph. 972-770-1300 andy.dobbs@kimley-horn.com NOTES ADDRESSING SCHEDULE B EXCEPTIONS: (Pursuant to Commitment for Title Insurance, issued by Old Republic National Title Insurance Company, GF. No. 5150012860B, effective date June 21, 2022, issued June 29, 2022.) 10d. The following items depicted on Volume 388-29, Page 141, Volume 388-42, Page 69, Plat Records of Tarrant County, Texas, Instrument No. D214100098 of the Official Public Records of Tarrant County, Texas, do lie within the limits of the surveyed property and are shown hereon: -35' Drainage Easement -Variable width Drainage Easement -Private Drainage Easement -5' Utility Easement -10' Water Easement -15' Drainage Easement -10'x10' Water Easement 24' Firelane, Access and Utility Easement -Drainage Easement -15' Water Easement -Variable width Pedestrian Easement -Variable width Water Easement -15' Sanitary Sewer Easement -Variable width Drainage Easement 10e. The Ingress and Egress easement recorded in Volume 4038, Page 100 of the Deed Records of Tarrant County, Texas does lie within the limits of the surveyed property and is approximately shown hereon. NOTES: 1. The surveyed property does not appear to be in use as a dump, sump or sanitary landfill. 2. No visible evidence of current earth moving work, building construction or building additions were observed at the time of survey. PROPERTY DESCRIPTION: BEING all of Lot 1 and Lot 2, Block A of Heritage Farms, an addition to the City of Bedford and the City of Colleyville, Texas according to the plat recorded in Document No. D214100098 of the official Public Records of Tarrant County, Texas. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT U E S E T T TT T TTT S S TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339L.L.MCLAINSURVEY-ABSTRACTNO.1077CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1 CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)18.4553 ACRES 803,912 SQ. FT. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T.S0°28'47"E829.69'N88°05'24"W 761.64'N0°47'50"E952.69'(APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:K:\DAL_SURVEY\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE\DWG\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_AS.DWGPLOTTEDBYMENDOZA,CANDE8/26/202211:41AMLASTSAVED8/26/202211:28AMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Aug. 2022 064609800 2 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 1) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. ALTA/NSPS LAND TITLE SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS U E S E T T TT T TTT S S FL 13" MP=605.7± TT T XXXX X X XXXXX XXXXXXXX X X X X X X X XXXXXXXXYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYY Y Y Y Y Y Y Y Y Y Y Y Y Y Y YYYYYYYYYYYYYYYYYYYYYWOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL FENCE METAL FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE WIRE FENCE ELEC. VAULT COMM. VAULT RETAINING WALL RETAINING WALL FRAME SHED WOOD FENCE WOOD FENCE WOOD FENCE VAULT 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5'UTILITY EASEMENT (VOL.388-42,PG.69) P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PRIVATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T.WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. BLOCK 3 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T.ALLENCHRISTIANSURVEY-ABSTRACTNO.339CITY OF BEDFORD CITY OF COLLEYVILLE LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 37 LOT 1, BLOCK 7 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 33LOT 38LOT 39 LOT 18, BLOCK 4 BEDFORD HEIGHTS (VOL. 388-69, PG. 43) P.R.T.C.T. LOT 5, BLOCK 3 SOUTHGATE ADDITION (VOL. 388-42, PG. 69) P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. LOT 34LOT 35 LOT 36 LOT 40 LOT 2, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2 LOT 1 LOT 2 LOT 1LOT2LOT1RIM = 611.1± FL12"PVC(N)=602.6± FL12"PVC(S)=602.5± FL8"PVC(W)=603.0± RIM = 611.2± FL12"PVC(N)=602.7± FL12"PVC(S)=602.7± 6 0 4 6 0 5 6 0 2 6 0 2 6 0 1 601 6 0 2 603 604 605 606 607 605604 606607 607608608609606607 608610611611611602601 600600 598598598597 597598594598 5 9 9 6005996 0 0 5985985996015 9 9 ASPHALT PAVEMENTL.L.MCLAINSURVEY-ABSTRACTNO.1077CUMMINGSDRIVE(60'WIDERIGHT-OF-WAY)BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. FLUME FLUME RIP-RAP Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 1 OF 2 GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 NORTH VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE MATCHLINE (SEE SHEET 2) FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. T FL 36" RCP=593.3± TV WW TV TV W FL 28" RCP=606.3±S FL 20" MP=605.7± D D D D D T S XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXYYYYYYYYYYYYYYYYY YY Y Y Y Y YYYYYYYYYYYYYYYYYCHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCEMETAL FENCE WOOD FENCE GATE WIRE FENCE WIRE FENCE WIRE FENCE WOOD FENCE WOOD FENCE CHAIN LINK FENCE WOOD FENCE WOOD FENCE WOOD FENCE WOOD FENCE METAL POST EDGE OF WATER AS OF 08/10/2022 EDGE OF WATER AS OF 08/10/2022 BM 100 BM 150 GATE DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. SANITARY SEWER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' DRAINAGE EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 24' FIRELANE, ACCESS & UTILITY EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 10'X10' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. PEDESTRIAN EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 15' WATER EASEMENT DOC. NO. D214100098 O.P.R.T.C.T. 5/8" IRCF "KHA" 5/8" IRCF "KHA" 5/8" IRF 5/8" IRF ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT ASPHALT PAVEMENT GRAVEL ASPHALT PAVEMENT ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. 5' UTILITY EASEMENT (VOL. 388-42, PG. 69) P.R.T.C.T. SCF RC FUNDING IV LLC DOC.NO.D220078199 O.P.R.T.C.T. LOT 1-R,BLOCK 1 SOUTHGATE ADDITION CA B.A,SLIDE 3400 P.R.T.C.T. 12'DRAIN AGE EASEMENT CAB.A,SLIDE 3400 P.R.T.C.T. CHEEK-SPARG ER ROAD (VARIABLE WIDTH RIGHT-OF-WAY) MARGARET DAY SURVEY ABSTRACT NO. 406 ALLEN CHRISTIAN SURVEY ABSTRACT NO. 339 CITY OF BEDFORD CITY OF COLLEYVILLE LOT 1, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T.BEDFORDCOURT(50'WIDERIGHT-OF-WAY)BLOCK 12 BEDFORD PLACE SECTION II (VOL. 388-136, PG. 11) P.R.T.C.T. LOT 1WAYNEDRIVE(60'WIDERIGHT-OF-WAY)BLOCK 1 TARA III ADDITION (VOL. 388-192, PG. 86) P.R.T.C.T. LOT 3 WIRELESS COMMUNICATION EASEMENT DOC. NO. D213247637 D.R.T.C.T. ACCESS AND UTILITY EASEMENT DOC. NO. D213247637 D.R.T.C.T. COMMUNICATION TOWER BEDFO RD COURT (50'WIDE RIGHT-OF-WAY) LOT 3, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 1, BLOCK A HERITAGE FARMS DOC. NO. D214100098 O.P.R.T.C.T. LOT 2, BLOCK 1 COVENANT CHRISTIAN ACADEMY ADDITION (INST. NO. D210017582) O.P.R.T.C.T. METAL POST RIM = 597.7± FL36"RCP(S)=592.6± RIM = 597.5± FL36"RCP(E)=593.0± RIM = 596.7± FL60"RCP(N)=589.4± RIM = 609.2± FL8"PVC(N)=605.2± FL8"PVC(S)=605.0± FL8"PVC(W)=605.1± 10' ACCESS & LANDSCAPE EASEMENT DOC. NO. D185039945 O.P.R.T.C.T. T.R.A. EASEMENT VOL. 6451, PG. 619 D.R.T.C.T.611611610610611612613614615616619 620 621 620 6 1 9 6 1 8 6 1 7 6166156 1 4 6136 1 5 6136 1 5 6106 1 0611 607606605609606 605604603601600599595 5 9 5 5 9 7598 5975985985 9 9599 5985996 0 0 6016026036046 0 0 600 599 598 597 5965 9 3 597591LOT 2 GEORGE W. TEETER SURVEY ABST. NO. 1543 L.L. MCLAIN SURVEY ABSTRACT NO. 1077 (APPARENT APPROXIMATE LOCATION) INGRESS AND EGRESS EASEMENT VOL. 4038, PG. 100 D.R.T.C.T. BEALL DENTON PARTNERS, LP DOC. NO. D218146956 O.P.R.T.C.T. XF WOOD FENCE INLETINLETHEADWALLHEADWALL PARTIALLY BURIED 18" RCP FL 65" RCP=589.8± Copyright © 2022 Kimley-Horn and Associates, Inc. All rights reserved DWGNAME:C:\USERS\CANDE.MENDOZA\APPDATA\LOCAL\MICROSOFT\WINDOWS\INETCACHE\CONTENT.OUTLOOK\6GDSBXP5\064609800-CONFLUENTCOLLEYVILLECHEEKSPARGERANDWAYNE_TS.DWGPLOTTEDBYMENDOZA,CANDE9/7/20223:44PMLASTSAVED9/7/20223:41PMScale Drawn by CM1" = 40' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 75240 13455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300 Fax No. (972) 239-3820FIRM # 10115500 JAD Sep. 2022 064609800 2 OF 2 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 48439C0210K, for Tarrant County, Texas and incorporated areas, dated 9/25/2009, this property is located within Zone X (unshaded) defined as "Areas determined to be outside the 0.2% annual chance floodplain" If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. GRAPHIC SCALE IN FEET 040 20 40 80 1" = 40' @ 24X36 VICINITY MAP SITE COC BM 14 (BM 150) 2" BRASS DISC IN A CONCRETE INLET ON THE EAST SIDE OF BEDFORD ROAD, 370' SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD AND 30' WEST OF TARA VILLAGE STRIP MALL ELEV.=597.68 BM 100 MAG NAIL W/ SHINER SET ON THE SOUTH SIDE OF THE ELBOW BEND OF BEDFORD COURT, 15'+/- NORTH OF A METAL GATE, 20'+/- SOUTH OF A TELEPHONE MANHOLE, 592'± SOUTH OF THE CENTERLINE OF CHEEK-SPARGER ROAD ELEV.=598.34 BENCH MARK LIST LEGEND ROOF DRAIN CABLE TV BOX CABLE TV HANDHOLE CABLE TV MANHOLE CABLE TV MARKER FLAG CABLE TV MARKER SIGN CABLE TV VAULT COMMUNICATIONS BOX COMMUNICATIONS HANDHOLE COMMUNICATIONS MANHOLE COMMUNICATIONS MARKER FLAG COMMUNICATIONS MARKER SIGN COMMUNICATIONS VAULT ELEVATION BENCHMARK FLOW DIRECTION FIBER OPTIC BOX FIBER OPTIC HANDHOLE FIBER OPTIC MANHOLE FIBER OPTIC MARKER FLAG FIBER OPTIC MARKER SIGN FIBER OPTIC VAULT MONITORING WELL FUEL TANK GAS BOX GAS HANDHOLE GAS METER GAS MANHOLE GAS MARKER FLAG GAS SIGN GAS TANK GAS VAULT GAS VALVE GAS WELL TELEPHONE BOX TELEPHONE HANDHOLE TELEPHONE MANHOLE TELEPHONE MARKER FLAG TELEPHONE MARKER SIGN TELEPHONE VAULT PIPELINE BOX PIPELINE HANDHOLE PIPELINE METER PIPELINE MANHOLE PIPELINE MARKER FLAG PIPELINE MARKER SIGN PIPELINE VAULT PIPELINE VALVE ELECTRIC BOX FLOOD LIGHT GUY ANCHOR GUY ANCHOR POLE ELECTRIC MANHOLE LIGHT STANDARD ELECTRIC METER ELECTRIC MANHOLE ELECTRIC MARKER FLAG ELECTRIC MARKER SIGN UTILITY POLE ELECTRIC SWITCH ELECTRIC TRANSFORMER ELECTRIC VAULT HANDICAPPED PARKING PARKING METER RAILROAD BOX RAILROAD HANDHOLE RAILROAD SIGNAL RAILROAD SIGN RAILROAD VAULT SIGN MARQUEE/BILLBOARD A/C UNIT BASKET BALL GOAL BORE LOCATION FLAG POLE GOAL POST GREASE TRAP IRRIGATION VALVE MAIL BOX NEWS STAND PHONE BOOTH SECURITY CAMERA TRASH BIN SANITARY SEWER BOX SANITARY SEWER CLEAN OUT SANITARY SEWER HANDHOLE SANITARY SEWER LIFT STATION SANITARY SEWER METER SANITARY SEWER MANHOLE SANITARY SEWER MARKER FLAG SANITARY SEWER MARKER SIGN SANITARY SEWER SEPTIC TANK SANITARY SEWER VAULT STORM SEWER BOX STORM SEWER DRAIN STORM SEWER HANDHOLE STORM SEWER METER STORM SEWER MANHOLE STORM SEWER MARKER FLAG STORM SEWER MARKER SIGN STORM SEWER VAULT TRAFFIC BARRIER TRAFFIC BOLLARD TRAFFIC BOX CROSS WALK SIGNAL TRAFFIC HANDHOLE TRAFFIC MANHOLE TRAFFIC MARKER SIGN TRAFFIC CAMERA TRAFFIC SENSOR TRAFFIC SIGNAL TRAFFIC VAULT UNIDENTIFIED BOX UNIDENTIFIED HANDHOLE UNIDENTIFIED METER UNIDENTIFIED MANHOLE UNIDENTIFIED MARKER FLAG UNIDENTIFIED MARKER SIGN UNIDENTIFIED POLE UNIDENTIFIED TANK UNIDENTIFIED VAULT UNIDENTIFIED VALVE TREE WATER BOX FIRE DEPT. CONNECTION WATER HAND HOLE FIRE HYDRANT WATER METER WATER MANHOLE WATER MARKER FLAG WATER MARKER SIGN WATER TANK WATER VAULT WATER VALVE AIR RELEASE VALVE WATER WELL TV TV TV TV TV TV C C C C C C F F F F F FU G G G G G G G G G G T T T T T T P P P P P P P P E E E E E E T E RR RR RR GT I S S LSS S S ST S D D D D D D D TR TR TR TR TR TR TR U U U U U U U U U U W W W W W W W W A W F N S IRSC IRFC PKS PKF IRF XS XF 5/8" IRON ROD W/ "KHA" CAP SET IRON ROD WITH CAP FOUND PK NAIL SET PK NAIL FOUND IRON ROD FOUND "X" CUT IN CONCRETE SET "X" CUT IN CONCRETE FOUND POINT OF BEGINNINGP.O.B. POINT OF COMMENCINGP.O.C. LINE TYPE LEGEND BOUNDARY LINE EASEMENT LINE BUILDING LINE WATER LINE SANITARY SEWER LINE STORM SEWER LINE UNDERGROUND GAS LINE OVERHEAD UTILITY LINE UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE FENCE CONCRETE PAVEMENT ASPHALT PAVEMENT UGT UGE XXXXW SS GAS OHE TOPOGRAPHIC SURVEY LOTS 1 AND 2, BLOCK A HERITAGE FARMS ALLEN CHRISTIAN SURVEY, ABSTRACT NO. 339, MARGARET DAY SURVEY, ABSTRACT NO. 406 AND L.L. MCLAIN SURVEY, ABSTRACT NO. 1077 CITY OF COLLEYVILLE AND CITY OF BEDFORD, TARRANT COUNTY, TEXAS MATCHLINE (SEE SHEET 1) City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 3/25/2024 Type Worksession Department Community Development Title Presentation and discussion of a Special Use Permit to allow for Alcoholic Beverage Sales – (Beer and Wine Only) – Off-Premise Consumption on Lot 2, Block A, 170 Players Addition, located at 3855 Glade Road Suite 165, Case ZC24-004 Explanation Ruth Nokes, the applicant, has submitted a request for a Special Use Permit to allow for Alcoholic Beverage Sales – (Beer and Wine Only) – Off-Premise Consumption for Lot 2, Block A, 170 Players Addition, being approximately 2.57 acres, and zoned PUD-R Planned Unit Development - Residential. The SUP request is to allow for beer and wine sales at a new butcher shop, New York Butcher Shoppe. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Architectural Plan Exhibits 5. Business Plan 6. Elevations Exhibit 5032 5009 5005 5056 5001 5004 5017 5069 5060 3900 5008 5060 5000 5024 5020 5064 5052 5028 5044 5012 3908 5036 5016 5065 5053 5054 5048 5061 5053 5052 5021 5013 5056 5001 5009 3930 5005 3830 5044 5049 5017 5057 3801 4817 4820 4820 4828 4809 4808 4808 4809 4805 3700 3732 4813 4816 3825 3705 4900 4824 4808 4804 4800 4816 3704 4812 3855 4804 4805 4813 3711 4820 4812 4812 4816 4804 4821 4724 4737 47414724 4729 4732 4729 4720 4733 4728 4728 4809 LAFITELNHERITAGE OAKS DRGLADE RD BLACKJACK OAK DR LATOUR LNROTHSCHILD BLVD MOUTONAVEHERITAGE AVECOPPERGLEN CIRSubject 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. ZC24-004 3855 Glade Rd Suite 165 Aerial Map 5032 5009 4001 5005 5056 5001 5017 5069 5060 3900 5057 5060 5025 5064 5064 5052 5013 5028 5044 3908 5036 5065 5053 5054 5048 5061 5053 5052 5021 5013 5101 5056 5001 5009 3930 5005 3830 5044 5049 5017 5057 3801 4817 4820 4820 4828 4809 4808 4808 4809 4805 3732 4813 3825 3705 4824 4804 4800 4816 3704 4812 3855 4804 4805 4813 4812 4816 4821 4737 47414724 4732 4729 4720 4733 4809 GLADE RDHERITAGE OAKS DRBLACKJACK OAK DR LAFITELNLATOUR LNRO THSCHILD BLVD MOUTONAVEHERITAGE AVEC O P P E R G L E N C I R CC-1 R-30 CC-2 PUD-R PUD-R 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. ZC24-004 3855 Glade Rd Suite 165 Zoning Map 5032 5009 5005 5056 5001 5017 5069 5060 3900 5060 5024 5064 5064 5052 5013 5028 5044 3908 5036 5065 5053 5054 5048 5061 5053 5052 5021 5013 5056 5001 5009 3930 5005 3830 5044 5049 5017 5057 3801 4817 4820 4820 4828 4809 4808 4808 4809 4805 3700 3732 4813 3825 3705 4824 4804 4800 4816 3704 4812 3855 4804 4805 4813 3711 4812 4816 4821 4724 4737 47414724 4732 4729 4720 4733 4728 4809 LAFITELNGLADE RDHERITAGE OAKS DRBLACKJACK OAK DR LATOUR LNROTHSCHILD BLVD MOUTONAVEHERITAGE AVECOPPERGLEN CIRResidential Commercial Institutional Open Space; Parks Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC24-004 3855 Glade Rd Suite 165 Future Land Use Map ZONE xx 52.75 sq ft D-04 W01 5' x 5' Sill 2' N A 1 #DrgID #LayID X.65 X.19 5 A102 5 A102 1 X.31 1 SD.9 B1 W01 PL-06 PL-09 CAB-W-24-2D CAB-B-24-4DR BUILDING SECTION REFER TO DRAWINGS A4.1... INTERIOR ELEVATION REFER TO I.E. DRAWINGS A5.1 ... WALL SECTION EXTERIOR ELEVATION REFER TO DRAWINGS AND GRID LINES REFER TO FLOOR PLANS FOR GRID SPACING (IF APPLICABLE) AND WALL FRAMING NORTH ARROW REFER TO CIVIL DRAWINGS FOR PROJECT ORIENTATION DETAIL MARKERS REFER TO A6.1... WALL TYPES REFER TO FLOOR PLAN FOR WALL TYPES A : FOUNDATION B : EXTERIOR C : INTERIOR DOOR TYPES REFER TO SHEET A7.2 FOR DOOR DETAILS REFER TO SHEET A7.2 FOR DOOR SCHEDULE WINDOW TYPES REFER TO SHEET A7.1 FOR WINDOW DETAILS REFER TO SHEET A7.1 FOR WINDOW SCH. CABINET TYPES REFER TO CASEWORK SCHEDULE SHEET A7.# (IF APPLICABLE) PLUMBING FIXTURE REFER TO FIXTURE SCHEDULE A7.# (IF APPLICABLE) FURNITURE REFER TO FIXTURE SCHEDULE A7.# (IF APPLICABLE) ZONE STAMP / ROOM REFER TO AREA ANALYSIS A1.2 1 24 3 A5.1 DESIGN CONSTRUCTION DOCUMENT SET A ARCHITECTURAL PLANS (DD/CD) G GENERAL AD REMODEL PLANS A0 SITE A1 PLANS A7 INTERIORS P PLUMBING E ELECTRICAL CONDENSED M MECHANICAL CS G.001 AD101 A001 A101 A102 A103 A701 A702 P101 E101 M101 COVER SHEET ADA STANDARD DETAILS DEMO 1ST FLOOR PLAN LIFE SAFETY PLAN LEVEL 1 FLOOR PLAN LEVEL 1 REFLECTED CEILING PL... F&E INTERIOR ELEVATIONS RESTROOM ELEVATIONS LEVEL 1 PLUMBING LEVEL 1 ELECTRICAL LEVEL 1 HVAC A/C - AIR CONDITIONING A.F.F. - ABOVE FINISHED FLOOR ADJ - ADJUSTABLE ALUM - ALUMINUM B.L. - BUILDING LINE BM - BEAM BRKT - BRACKET C.F.M. - CUBIC FEET PER MINUTE CL - CENTER LINE COL - COLUMN CONC - CONCRETE DET - DETAIL DIA - DIAMETER DWV - DRAIN, WASTE, VENT E - ELECTRICAL ELEV - ELEVATION EM - EMERGENCY EQ - EQUAL EXT - EXTERIOR F.D. - FLOOR DRAIN F.F. - FINISHED FLOOR F.O.C. - FACE OF CONCRETE F.O.F. - FACE OF FINISH F.O.S. - FACE OF STUD FDN - FOUNDATION GFI OR GFCI - GROUND FAULT CIRCUIT INTERRUPTER GL - GLASS H.M. - HOLLOW METAL H.V.A.C. - HEATING, VENTILATION, AND AIR CONDITIONING INT - INTERIOR JST - JOIST LAM - LAMINATE LUM - LUMINAIRE (LIGHT FIXTURE) M.O.C. - MIDDLE OF CORRIDOR M.U.A. - MAKE-UP AIR N.T.S. - NOT TO SCALE O.C. - ON CENTER PLAM - PLASTIC LAMINATE R.O. - ROUGH OPENING R.T.U. - ROOF TOP UNIT REC - RECEPTACLE REINF - REINFORCED R.O. - ROUGH OPENING SW - SWITCH STL - STEEL T.O. - TOP OF TYP - TYPICAL U.N.O. - UNLESS NOTED OTHERWISE V.A.V. - VARIABLE AIR VOLUME W.C. - WATER CLOSET WD - WOOD W.H. - WATER HEATER ABBREVIATIONS SITE VICINITY MAP SHEET INDEXDRAWING SYMBOLS NEW YORK BUTCHER SHOPPE 3855 GLADE RD COLLEYVILLE TX 76034 USA PROJECT AREAS PROJECT DATA PROJECT DESCRIPTION: COMMERCIAL FINISH OUT APPLICABLE CODES: BUILDING CODE: ENERGY CONSERVATION CODE: MECHANICAL CODE: ELECTRICAL CODE: PLUMBING CODE: FUEL & GAS CODE: 2018 INTL. RESIDENTIAL CODE 2018 INTL. ENERGY CONSERVATION CODE 2018 INTL. MECHANICAL CODE 2018 NATL. ELECTRICAL CODE 2018 INTL. PLUMBING CODE 2018 INTL. FUEL & GAS CODE JURISDICTION INFORMATION PROJECT AHJ: FIRE DISTRICT: ELECTRICITY PROVIDER: GAS UTILITY PROVIDER: WATER JURISDICTION: TRASH SERVICE: CITY OF COLLEYVILLE CITY OF COLLEYVILLE FIRE DEPARTMENT ONCOR ATMOS ENERGY TARRANT COUNTY WATER SUPPLY CITY OF COLLEYVILLE - CWD FIRE CODE:2018 INTL. FIRE CODE PROJECT TEAM DESIGNER JUNIOR:JESSICA BALDERRAMA - RENOVIS DESIGN MECHANICAL ENGINEER:ODAY HATEM P.E. - OHH CONSULTING ENGINEERS LLC BUILDER CONTACT:RACHAEL PALMER - TEXAS BUILT CONSTRUCTION DESIGNER PRINCIPAL:JOHN CARROLL - RENOVIS DESIGN NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:10 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH G.001 ADA STANDARD DETAILS SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER A A 1 1 SLAB LEAVEOUT SLAB LEAVEOUT SLAB LEAVEOUT NEW DEMISING WALL NEW EGRESS HALL BY LANDLORD SCALE: 1/4" = 1'-0"1 1. Level 1 Demolition NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:10 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH AD101 DEMO 1ST FLOOR PLAN SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER COLLEYVILLE TX - Floor Plan DraftEst SF: 1700 +6/23/2323 FT X 75 FT1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1Mop2SinkFreezer 34 X 84Prep5Work6Table78 9Prep Cooler10Work 16 X 811Table1213Meat14Saw1516Office &1700 +Est. SF17Storage 18Possible Retail Display-Static19GrinderVoid Space20Compressor (10)21VacPrepPower Needed22PackWorkNeeds Drain23DeskTableStatic Item24Custom POSRoom25CounterCustom Floor Shelving26Bathroom Desserts27Vegetables - - - - -Indicates Soffit Design28OtherWalk in Size294Ft Meat CaseCuttingHood, Smoker, Oven30Block(1) 10 ft meat case (1) 8 ft meat case & (1) 4 ft3175 FtGrocery(3) (2 door freezers) 6 total doors for freezer3210 Ft Meat Case(3) (2 door refrigerators) 6 total doors for refrigerators33(1) 2 door Chilled Wine & Beer and possibly cheese display34Red15-25 feet of wine racks or Island35Meat CuttingDesign Winks36CaseBlock- Subway FRP tile behind Meat Cases37Chilled Wine- Texture behind Wine Racks38Beer Cooler- Texture on Front of POS Counter39Cheese Display- Tag Line on Soffit40Custom BuiltPork, Chicken- Install Artwork & Chalkboards Accordingly41DisplaySausage- Install Local Graphics42PreparedShelf8 Ft Meat CaseSeafood- Use of Track Lighting & Hanging Pendants43Freezer12" height x 12" width- Use your Design Creativity!44454647Grocery48Pasta49Freezer5051Grocery525354Prepared55Freezer56 57 58Grocery59Grocery Wine Cave Header60Fresh61Prepared6263646566Fresh67PreparedWine68Racks6970Display Table71Fresh72Prepared7374Wine75Double DoorsRacks1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2323 FtWine Island Induction Burners Hand Sink HOOD Elect Smoker Convection Oven Grocery 12" height x 12" widthWindow Exit3 Comp SinkSITE AREA 400 sq ft 3.26'0.00' -0.41' SITE LEGEND SITE NOTES SETBACKS PROPERTY LINE REFER TO: SITE TOPOGRAPHY REFER TO SITE SURVEY PLAN (IF APPLICABLE) CONCRETE PAVING REFER TO SITE SURVEY PLAN (IF APPLICABLE) TREES AND SHRUBS REFER TO SITE SURVEY & LANDSCAPE PLAN LANDSCAPED COVERINGS REFER TO SITE SURVEY PLAN (IF APPLICABLE) FENCING REFER TO SITE SURVEY PLAN (IF APPLICABLE) CHAIN LINK FENCE WOOD FENCE WATER FEATURE REFER TO SITE SURVEY PLAN (IF APPLICABLE) POND CURB AND GUTTER REFER TO SITE SURVEY PLAN (IF APPLICABLE) EXISTING BUILDINGS REFER TO SITE SURVEY PLAN (IF APPLICABLE) SITE WALL REFER TO SITE SURVEY PLAN (IF APPLICABLE) SITE STAIRS AND STEPS SITE PLAN NOTES GENERAL: REFER TO GENERAL NOTES SITE PREPARATION: CLEAR THE SITE OF ALL DEBRIS, VEGETATION, AND OBSTRUCTIONS UNLESS OTHERWISE NOTED. PROTECT EXISTING TREES AND VEGETATION TO REMAIN, AS INDICATED ON THE PLAN. ENSURE PROPER EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE BEFORE STARTING EXCAVATION OR GRADING. GRADING & DRAINAGE: ALL GRADING SHALL ENSURE PROPER DRAINAGE AWAY FROM STRUCTURES AND PREVENT PONDING. FOLLOW THE CONTOURS AND ELEVATIONS AS INDICATED ON THE GRADING PLAN. INSTALL STORMWATER MANAGEMENT SYSTEMS AS SPECIFIED, ENSURING THEY ARE FREE FROM DEBRIS AND OPERATIONAL. UTILITIES: VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE EXCAVATION. COORDINATE WITH LOCAL UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS OR CONNECTIONS. ENSURE ALL NEW UTILITY INSTALLATIONS ARE INSPECTED AND APPROVED BY THE RESPECTIVE UTILITY COMPANY. LANDSCAPING: INSTALL ALL LANDSCAPING ELEMENTS AS PER THE LANDSCAPING PLAN. ENSURE PROPER SOIL PREPARATION AND PLANTING TECHNIQUES ARE USED. PROVIDE ADEQUATE IRRIGATION TO ALL NEWLY PLANTED AREAS. PAVING & PATHWAYS: PREPARE THE SUBGRADE AS SPECIFIED BEFORE PAVING. ENSURE ALL PAVED AREAS HAVE THE PROPER SLOPE FOR DRAINAGE. INSTALL PATHWAYS AND DRIVEWAYS AS INDICATED, ENSURING A SMOOTH AND EVEN SURFACE. STRUCTURES & AMENITIES: LOCATE ALL STRUCTURES, INCLUDING BUILDINGS, FENCES, WALLS, AND OTHER AMENITIES, AS INDICATED ON THE PLAN. INSPECTIONS: OBTAIN NECESSARY APPROVALS BEFORE PROCEEDING TO SUBSEQUENT PHASES OF WORK. FINAL CONSIDERATIONS: UPON COMPLETION, CLEAN AND REMOVE ALL DEBRIS FROM THE SITE. RESTORE ANY PUBLIC OR NEIGHBORING PROPERTIES AFFECTED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER. PROVIDE THE OWNER WITH ALL WARRANTIES, MANUALS, AND INSTRUCTIONS FOR INSTALLED AMENITIES AND SYSTEMS. GROSS AREASITE AREA BLDG FOOTPRINT POOL/FOUNT. SCALE: 1" = 10'1 ARCHITECTURAL SITE PLAN NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH 02.1 ARCHITECTURAL SITE PLAN SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER D-02 D-06 A A 1 FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG CLASS K FIRE EXTINGUISHER MERCANTILE SALES AND RESTROOM 1,011.7 sq ft OCCUPANCY LOAD FACTOR: 60 OCCUPANCY: 17 KITCHEN 470.95 sq ft OCCUPANCY LOAD FACTOR: 200 OCCUPANCY: 2 BUSINESS AREA OFFICE 47.21 sq ft OCCUPANCY LOAD FACTOR: 150 OCCUPANCY: 1 OCCUPANCY SCHEDULE Occupancy Type Assembly Group A-2 NAME KITCHEN BUSINESS AREA MERCANTILE NO. OFFICE SALES AND RESTROOM Measured Area 470.95 47.21 1,011.70 1,529.86 ft² Occupancy Load Factor 200 150 60 Occupants 2 1 17 20 SCALE: 1/4" = 1'-0"1 1. Level 1 ADOPTED CODES THIS PLAN WAS DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE EGRESS REQUIREMENTS OCCUPANCY LOAD: 20 EGRESS WIDTH REQUIRED: 20 PERSONS X .2" = 4" (SUBMIT TO MIN. DOORWAY REQ.) EGRESS WIDTH PROVIDED: ~36" (FRONT DOOR) + ~36" (DOOR TO INTERIOR BUILDING HALLWAY EXIT) PLUMBING REQUIREMENTS LAVATORIES: 1 PER 100 1 PROVIDED WATER CLOSETS: 1 PER 100 1 PROVIDED SERVICE SINK: 1 TOTAL 1 PROVIDED FIRE EXTINGUISHER ANALYSIS REFER TO 2018 IBC - SECTION 906 TOTAL SQ FOOTAGE: 1,529.86 sq ft INTENDED AREA USE: MERCANTILE HAZARD: LIGHT (LOW HAZARD) MIN. RATED EXINGUISHER: 2-A MAX. FLOOR AREA PER UNIT OF A: 3,000 SF MAX. FLOOR AREA FOR ONE EXTINGUISHER: 6,000 SF MAX. TRAVEL DISTANCE TO EXTINGUISHER: 75 FT EXTINGUISHERS PROVIDED: 1 EXTINGUISHER TYPE SPECIFIED CLASS: K SIZE: 5 LB ULINE #S-9873 - AMEREX C262 INTENDED AREA USE: KITCHEN HAZARD: ORDINARY HAZARD (GROUP 1) MAX. TRAVEL DISTANCE TO EXTINGUISHER: 30 FT EXTINGUISHERS PROVIDED: 1 EXTINGUISHER TYPE SPECIFIED MODEL NUMBER: C262 UL RATING: 2A:K CAPACITY: 2.5 GALLON WEIGHT: 33.5 LBS SIZE: 5 LB https://fireextinguisherdepot.com/amerex-model-C262-class-k-kitchen-fire-extinguisher-2-5-gallon NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A001 LIFE SAFETY PLAN SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER D-02 D-06 FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG 3 SD.9 1 SD.9 45'-5 1/4"6'-8"14'-10"6'-5"4'-7 1/4"20'-9"22'-9 1/2" 16'-2 1/4"8'-3 3/4"7'-11 3/4"47'-1/2"7'-2 3/4"5 A102 1 X.27 4 A102 1 2 3 4 A702 OFFICE AND STORAGEADA BATHROOM FIRERISERROOMFLOORING-LVT- BRAND SPEC 1,373.14 SF FLOORING-LVT- BRAND SPEC 1,373.14 SF FRP WALL FINISH FRP WALL FINISH 1 2 3 4 A701 WALL TYPES (3/4" VIEW) A - FOUNDATION & BASEMENT WALLS A - TYPE REFERS TO STRUCTURAL FOUNDATION AND BASEMENT WALLS. REFER TO FOUNDATION STORY FOR PLACEMENT. REFER TO WALL SECTIONS FOR DETAILS AND NOTES. B - EXTERIOR WALLS B - TYPE REFERS TO EXTERIOR WALLS. C - INTERIOR WALLS C - TYPE REFERS TO INTERIOR PARTITIONS AND FINISHED WALLS D - SHAFT AND MEP WALLS D - TYPE REFERS TO MECHANICAL SHAFTS E/F - SPECIALTY PARTITIONS E/F - REFER TO SPECIAL FURNISHED WALLS G - SITE WALLS G - TYPE REFERS TO SITE WALLS. SEE ARCHITECTURAL SITE PLAN. FLOOR PLAN NOTES GENERAL: REFER TO GENERAL NOTES DIMENSIONS: ALL DIMENSIONS ARE TO FACE OF STUD, BRICK, OR CONCRETE U.N.O. DOORS & WINDOWS: REFER TO THE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND OTHER DETAILS. FOLLOW MANUFACTURER INSTRUCTIONS FOR INSTALLATION. ENSURE PROPER FLASHING AND SEALING AROUND ALL WINDOW AND DOOR OPENINGS TO PREVENT WATER INFILTRATION. WALLS: WALL TYPES, MATERIALS, AND FINISHES SHALL BE AS SPECIFIED IN THE RESPECTIVE SECTIONS OF THE DRAWINGS OR SPECIFICATIONS. ENSURE WALLS ARE STRAIGHT, PLUMB, AND FREE FROM ANY DEFECTS BEFORE FINISHING. FLOORING: REFER TO THE FINISHES SCHEDULE FOR SPECIFIC FLOORING MATERIALS IN EACH ROOM OR AREA. ENSURE THE SUBFLOOR IS CLEAN, LEVEL, AND FREE FROM DEFECTS BEFORE INSTALLING FINISH FLOORING. FIXTURES & FITTINGS: ALL FIXTURES AND FITTINGS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. ENSURE LOCATIONS OF FIXTURES DO NOT INTERFERE WITH DOORS, WINDOWS, OR OTHER BUILDING COMPONENTS. FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG FLOORING-LVT- BRAND SPEC 1,373.14 SF FLOORING-LVT- BRAND SPEC 1,373.14 SF FRP WALL FINISH FRP WALL FINISH SCALE: 1/4" = 1'-0"1 LEVEL 1 FLOOR PLAN SCALE: 1/4" = 1'-0"5 FINISH PLAN NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A101 LEVEL 1 FLOOR PLAN SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER A T T T T 33P CP C C C P P P P C C LED LED FL FL FL FL P P FL LED LEDLEDLEDLED FL FL FL 5 A102 4 A102 2' X 2' WASHABLE CEILING TILE 2' X 2' WASHABLE CEILING TILE 2' X 2' CEILING TILE GYPSUM BOARD RECTANGULAR CEILING BAFFLES PROVIDE UNISTRUT MOUNTED TO STRUCTURE AS REQUIRED FOR HANGING CEILING BAFFLES PREFABRICATED FREEZER/ COOLER BOX CEILING PLAN NOTES 1.REFER TO SHEET X.XX FOR GENERAL NOTES 2.EXTERIOR WALL FACE OF STUD PLACED ON GRID LINES, UNLESS NOTED OTHERWISE 3.CEILING FINISH IS 5/8" GYPSUM BOARD U.N.O. CEILING LEGEND GYPSUM BOARD TEXTURED AND FINISHED - 5/8" G.B. 2' X 2' ACOUSTICAL TILE EXPOSED METAL DECKING PAINTED FLAT BLACK ALL DECKING, TRUSSES, CONDUIT 2' X 2' WASHABLE ACOUSTICAL TILE RECTANGULAR CEILING BAFFLES PREFABRICATED FREEZER/ COOLER BOX 3'-6" 3'-4 3/4"2'-11 1/2"11'7'-5 7/8"5/8" GWB OVER 3 5/8" MTL STUDS @ 16" O.C. 5/8" GWB 5/8" GWB 1/2" PLYWOOD OVER 3 5/8" MTL STUDS @ 16" O.C. CONTINUOUS 6" METAL BOX HEADER 2' X 2' WASHABLE CEILING TILE 2' x 4' RECESSED LED LIGHT 3 5/8" MTL STUD BOX COLUMN. EXTEND FROM ROOF DECK TO B.O. SOFFIT. SPACE EVENLY @ +- 6'-0". WRAP WITH GWB RECESSED CAN LIGHT 3/4" PLYWOOD WD. TRIM @ EDGE 6" METAL STUDS @16" O.C. 5/8" GWB 7'-8 1/2" 9' PREFABRICATED FREEZER/ COOLER BOX 2' X 2' WASHABLE CEILING TILE KITCHENWALK-IN FREEZER 2' x 4' RECESSED LED LIGHT 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" O.C. EXTEND STUDS TO B.O. ROOF DECK. EXTEND GYP. BD. TO 6" ABOVE CEILING SCALE: 1/4" = 1'-0"1 LEVEL 1 CEILING PLAN SCALE: 1/4" = 1'-0"2 NOTES & LEGEND SCALE: 1/2" = 1'-0"5 DET1 SOFFIT DETAIL ABOVE COUNTERS SCALE: 1 1/2"= 1'-0"4 DET2 DETAIL WALL ABOVE COOLER/FREEZER NOTE: Verify the details of the connection to the ceiling with a Licensed Structural Engineer NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A102 LEVEL 1 REFLECTED CEILING PLAN SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG 125v 125v GFCI 125v 125v 125v 125v 125v 125v 125v 125v 46'-2 1/4"7'-8"6'-1"5'-7 1/4"4'-8"2'-10"3'-4 13/16"7'-11 3/8"10'-1 1/8"5'-4 1/2"8'3'-6 7/8"3'-11 1/4"3'-7 5/16"3'-7 7/16"7'-4 3/16"3'-9"3' - 1 1 5/ 8 " 3'-6"3'-4 13/16" 12'-4 5/8" 4'-8 5/8"4'-3 13/16"4'-3 13/16"4'-4"4'-4"4'-4 11/16"3'-6" 3'-7 5/16" 4'-1 3/4"5'-5 7/8" 3'-1 1/4" DISPLAY TABLE (3'x3') GROCERY DISPLAY (8' X 1') DISPLAY CASE RED MEAT (119") DISPLAY CASE RED MEAT (95") WORK TABLE, WOOD TOP WORK TABLE, WOOD TOP CUSTOM POS COUNTER (2' X 4') DISPLAY CASE RED MEAT (50") HAND SINK EQUIPMENT STAND, COUNTERTOP VACUUM PACKAGING HAND SINK 3- COMPARTEMENT SINK MEAT SAW WORK TABLE, STAINLESS STEEL TOP MIXER GRINDER INDUCTION COOKTOP HOOD SMOKER OVEN MOP SINK CONVECTION OVEN GROCERY (6' X 2") CUSTOM BUILT DISPLAY SHELF OPEN SHELVING (6'-18") WINE RACKS (6' X 18") WINE RACKS (3' X 18") WINE RACKS (3' X 18") WORK TABLE, STAINLESS STEEL TOP EQUIPMENT STAND, COUNTERTOP GROCERY (6' X 2") OPEN SHELVING (6'-18") GROCERY (4' X 2") GROCERY (4' X 18") OPEN SHELVING (3'-18") GROCERY (6' X 18") GROCERY (3' X 18") GROCERY (6' X 18") GROCERY (3' X 18") OPEN SHELVING (3'-18") WALK-IN COMBO FREEZER/COOLER SCHEDULE Furniture # 1 1 1 1 1 1 1 1 Description 3- COMPARTEMEN T SINK CONVECTION OVEN CUSTOM BUILT DISPLAY SHELF CUSTOM POS COUNTER (2' X 4') DISPLAY TABLE (3'x3') GROCERY (4' X 2") GROCERY (4' X 18") GROCERY DISPLAY (8' X 1') 2D Plan Preview Manufacturer SKIBEE DISTRIBUTING, INC CADCO Model SKISSC3T18181 418RL BLS-4FLD-1H Description - SCHEDULE Furniture # 1 1 1 1 1 1 1 1 Description HOOD MIXER GRINDER MOP SINK REFRIGERATOR 1-DOOR SMOKER OVEN VACUUM PACKAGING WALK-IN COMBO FREEZER/ COOLER WINE RACKS (6' X 18") 2D Plan Preview REFRIG Manufacturer COOKSHACK BIRO PADELA COOKSHACK SAMMIC ARCTIC INDUSTRIES Model PA003 MINI-22 PDG-1R-HC SM160 SE-416 BL 168-COMBO- CF-R Description SCHEDULE Furniture # 2 2 2 2 2 2 2 2 Description EQUIPMENT STAND, COUNTERTOP GROCERY (3' X 18") GROCERY (6' X 2") GROCERY (6' X 18") HAND SINK INDUCTION COOKTOP MEAT SAW OPEN SHELVING (3'-18") 2D Plan Preview Manufacturer SKIBEE DISTRIBUTING, INC SKIBEE DISTRIBUTING, INC WARING OMCAN Model SKIWT3060EBS SKIHS17SS WIH800 10271 Description SCHEDULE Furniture # 2 2 2 2 3 3 PL-06 PL-09 Description OPEN SHELVING (6'-18") WINE RACKS (3' X 18") WORK TABLE, STAINLESS STEEL TOP WORK TABLE, WOOD TOP FREEZER REFRIGERATOR Toilet ADA Vanity ADA Lavatory 48 2D Plan Preview FREEZER REFRIG Manufacturer SKIBEE DISTRIBUTING, INC JOHN BOOS PADELA PADELA Model SKIWT3060EBS SNS08-X PDG-2F-ES PDG-2R-HC Description SCALE: 1/4" = 1'-0"1 1. Level 1 SCALE: 1:1.252SCHEDULE Furniture & Equipment NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A103 F&E SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER FINSIHED CONCRETE 4" RUBBER WALL COVE BASE Gypsum Board - Primed & Painted NOTE: Caulk Backsplash 1" Stone Backsplash Gypsum Board - Primed & Painted Wood Flooring & Underlayment Kick Base Wood Cabinet Door Adjustable Shelf Wood Cabinet Drawer 3/4" Counter Deck 1 1/2" Stone Countertop WINDOW SILL NOTE: ±0" 1 Level 1 ±0" 1 Level 1 +15'-1" 2 Level 2 +15'-1" 2 Level 2 3'-6" 3'-4 3/4"2'-11 1/2"11'7'-5 7/8"5/8" GWB OVER 3 5/8" MTL STUDS @ 16" O.C. 5/8" GWB 5/8" GWB 1/2" PLYWOOD OVER 3 5/8" MTL STUDS @ 16" O.C. CONTINUOUS 6" METAL BOX HEADER 2' X 2' WASHABLE CEILING TILE 2' x 4' RECESSED LED LIGHT 3 5/8" MTL STUD BOX COLUMN. EXTEND FROM ROOF DECK TO B.O. SOFFIT. SPACE EVENLY @ +- 6'-0". WRAP WITH GWB RECESSED CAN LIGHT 3/4" PLYWOOD WD. TRIM @ EDGE 6" METAL STUDS @16" O.C. 5/8" GWB 7'-8 1/2" 9' PREFABRICATED FREEZER/ COOLER BOX 2' X 2' WASHABLE CEILING TILE KITCHENWALK-IN FREEZER 2' x 4' RECESSED LED LIGHT 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS @ 16" O.C. EXTEND STUDS TO B.O. ROOF DECK. EXTEND GYP. BD. TO 6" ABOVE CEILING SCALE: 3" = 1'-0"1 RUBBER WALL COVE BASE OVER CONCRETE SCALE: 1 1/2"= 1'-0"2 STD KITCHEN CABINET BASE - TYPICAL SCALE: 1/4" = 1'-0"3 DET1 SOFFIT DETAIL ABOVE COUNTERS SCALE: 1" = 1'-0"4 DET2 DETAIL WALL ABOVE COOLER/FREEZER NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A501 PLAN DETAILS SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER 12'18'-1"17'-7/8"PENDANT LIGHT MOUNTED @ 9' TRACK LIGHTING @11'TRACK LIGHTING @11'TRACK LIGHTING @11' BLACK PAINT WALL FINISH FREEZER FREEZER FREEZER REFRIGERATOR REFRIGERATOR REFRIGERATOR REFRIGERATOR 1-DOOR 4" VINYL COVE BASE EXPOSED STRUCTURE-PAINT BLACK PAINTED GYP. BD.PAINTED GYP. BD.PAINTED GYP. BD. GROCERY (6' X 2")GROCERY (6' X 2")GROCERY (4' X 2")7'-5 7/8"12'17'-5 15/16"GROCERY DISPLAY (8' X 1') DISPLAY CASE RED MEAT (119") CUSTOM BUILT DISPLAY SHELF DISPLAY CASE RED MEAT (95") REFRIGERATOR TRACK LIGHTIN G @11' BLACK PAINT WALL FINISH PAINTED GYP. BD. 4" VINYL COVE BASE PAINTED OR DECAL LETTERING & LOGO-COORD. W/OWNER SCALE: 1/2" = 1'-0"1 01 RETAIL SCALE: 1/4" = 1'-0"2 02 RETAIL SCALE: 1/2" = 1'-0"3 03 RETAIL SCALE: 1/4" = 1'-0"4 04 RETAIL NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A701 INTERIOR ELEVATIONS SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER 4"4'9'2'-10"4" VINYL COVE BASE PAINTED MOISTURE RESISTANT BASIS OF DESIGN: MARLITE SYMMETRIX SUBWAY TILE - CONFIGURATION AS SELECTED BY OWNER 4"4'9'4" VINYL COVE BASE PAINTED MOISTURE RESISTANT BASIS OF DESIGN: MARLITE SYMMETRIX SUBWAY TILE - CONFIGURATION AS SELECTED BY OWNER D-06 4"9'4'PAINTED MOISTURE RESISTANT BASIS OF DESIGN: MARLITE SYMMETRIX SUBWAY TILE - CONFIGURATION AS SELECTED BY OWNER 4" VINYL COVE BASE VERTICAL GRAB BAR - STRAIGHT, 18 INCHES LONG GRAB BAR - STRAIGHT, 42 INCHES LONG - MOUNTED 33-36 INCHES ABOVE FINISHED FLOOR EXHAUST FAN/LIGHT COMBO 3'2'9"- 3'1'-6"4'4"9'34"-40"GRAB BAR - STRAIGHT, 36 INCHES LONG - MOUNTED 33-36 INCHES ABOVE FINISHED FLOOR VERTICAL GRAB BAR - STRAIGHT, 18 INCHES LONG GRAB BAR - STRAIGHT, 42 INCHES LONG - MOUNTED 33-36 INCHES ABOVE FINISHED FLOOR 4" VINYL COVE BASE PAINTED MOISTURE RESISTANT BASIS OF DESIGN: MARLITE SYMMETRIX SUBWAY TILE - CONFIGURATION AS SELECTED BY OWNER SCALE: 3/4" = 1'-0"4 04 RESTROOM SCALE: 3/4" = 1'-0"3 03 RESTROOM SCALE: 3/4" = 1'-0"2 02 RESTROOM SCALE: 3/4" = 1'-0"1 01 RESTROOM NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH A702 RESTROOM ELEVATIONS SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER A A 1 1 FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG PLUMBING NOTES GENERAL: ALL PLUMBING WORK SHALL COMPLY WITH THE LATEST EDITION OF THE IPC OR UPC AND ANY OTHER APPLICABLE LOCAL REGULATIONS. BEFORE COMMENCING ANY WORK, VERIFY ALL DIMENSIONS AND CONDITIONS ON-SITE. ANY DISCREPANCIES FOUND BETWEEN THE PLUMBING PLAN AND SITE CONDITIONS MUST BE REPORTED TO THE ARCHITECT OR PLUMBING ENGINEER BEFORE PROCEEDING. OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE LOCAL AUTHORITY BEFORE STARTING ANY PLUMBING WORK. MATERIALS: USE ONLY APPROVED PLUMBING MATERIALS AND FIXTURES, BEARING THE MARK OF A RECOGNIZED TESTING AGENCY. ALL PIPING SHALL BE FREE FROM DEFECTS, DAMAGES, AND FOREIGN MATERIALS BEFORE INSTALLATION. WATER SUPPLY: ENSURE THAT ALL WATER SUPPLY LINES ARE FLUSHED TO REMOVE DEBRIS BEFORE CONNECTING TO FIXTURES. INSTALL SHUT-OFF VALVES AT EACH FIXTURE LOCATION. TEST WATER PRESSURE TO ENSURE IT MEETS LOCAL CODE REQUIREMENTS AND MANUFACTURER'S RECOMMENDATIONS FOR FIXTURES. DRAINAGE, WASTE & VENT (DWV): ENSURE ALL DRAIN LINES HAVE THE PROPER SLOPE TOWARDS THE POINT OF DISPOSAL AS PER CODE REQUIREMENTS. VENT ALL FIXTURES TRAPS TO THE OUTSIDE ATMOSPHERE. PROVIDE CLEANOUTS AT REQUIRED INTERVALS AND LOCATIONS AS PER CODE. FIXTURES: INSTALL ALL FIXTURES AS PER MANUFACTURER'S RECOMMENDATIONS. ENSURE FIXTURES ARE LEVEL AND SECURELY FASTENED IN PLACE. TEST ALL FIXTURES FOR LEAKS AND PROPER OPERATION UPON COMPLETION. GAS PIPING: IF APPLICABLE, GAS PIPING SHALL BE INSTALLED BY A LICENSED PROFESSIONAL AND IN ACCORDANCE WITH LOCAL GAS CODES. TEST ALL GAS LINES FOR LEAKS BEFORE CONNECTING TO APPLIANCES. PROVIDE SHUT-OFF VALVES AT EACH APPLIANCE LOCATION. HOT WATER SYSTEM: INSTALL WATER HEATERS IN WELL-VENTILATED AREAS AND AS PER MANUFACTURER'S RECOMMENDATIONS. ENSURE TEMPERATURE AND PRESSURE RELIEF VALVES ARE CORRECTLY INSTALLED AND DIRECTED TO A SAFE LOCATION. SAFETY: FOLLOW ALL SAFETY GUIDELINES AND WEAR APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT DURING INSTALLATION. ENSURE THE WORK AREA IS KEPT CLEAN AND FREE FROM DEBRIS TO PREVENT ACCIDENTS. INSPECTIONS: ALL PLUMBING INSTALLATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED INSPECTOR FOR COMPLIANCE WITH THE PLANS AND LOCAL CODES. ENSURE ALL WORK IS INSPECTED FOR LEAKS AND PROPER OPERATION BEFORE COVERING OR PUTTING INTO USE. FINAL CONSIDERATIONS: UPON COMPLETION, CLEAN AND REMOVE ALL DEBRIS FROM THE SITE. PROVIDE THE HOMEOWNER WITH ALL WARRANTIES, MANUALS, AND INSTRUCTIONS FOR INSTALLED FIXTURES AND EQUIPMENT. SCALE: 1/4" = 1'-0"1 1. Level 1 SCALE: 1/4" = 1'-0"2 PL Plumbing Notes and Worksheet NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH P101 LEVEL 1 PLUMBING SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER 4' A.F.F.1' A.F.F.3' A.F.F.4" ABOVE COUNTER3'-4" A.F.F.TYP. SWITCHTYP. OUTLETTYP. 220V W/DGFCI KITCHENSCALE: 1' = 1'-0"ELECTRICAL NOTE 01 ELECTRICAL NOTES GENERAL: ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY OTHER APPLICABLE LOCAL REGULATIONS. BEFORE COMMENCING WORK, OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM THE LOCAL AUTHORITY. VERIFY ALL DIMENSIONS AND LOCATIONS ON-SITE BEFORE STARTING ELECTRICAL INSTALLATIONS. REPORT ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT OR ELECTRICAL ENGINEER BEFORE PROCEEDING. MATERIALS & EQUIPMENT: USE ONLY APPROVED MATERIALS AND EQUIPMENT, BEARING THE MARK OF A RECOGNIZED TESTING AGENCY. ALL WIRING SHALL BE COPPER UNLESS OTHERWISE SPECIFIED. USE MOISTURE-RESISTANT OUTLETS IN AREAS EXPOSED TO DAMPNESS OR WET CONDITIONS. CIRCUITRY & PANELS: EACH CIRCUIT SHALL BE CLEARLY LABELED IN THE ELECTRICAL PANEL. DO NOT OVERLOAD CIRCUITS. ADHERE TO THE SPECIFIED MAXIMUM AMPERAGE FOR EACH CIRCUIT. INSTALL GROUND FAULT CIRCUIT INTERRUPTERS (GFCIS) IN BATHROOMS, KITCHENS, GARAGES, AND OUTDOOR LOCATIONS. INSTALL ARC FAULT CIRCUIT INTERRUPTERS (AFCIS) IN BEDROOMS AND LIVING AREAS AS PER CODE REQUIREMENTS. OUTLETS & SWITCHES: INSTALL OUTLETS AT A MINIMUM HEIGHT OF [SPECIFY HEIGHT, E.G., "12 INCHES"] ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED. SWITCHES SHALL BE INSTALLED AT [SPECIFY HEIGHT, E.G., "48 INCHES"] ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. PROVIDE TAMPER-RESISTANT OUTLETS IN AREAS ACCESSIBLE TO CHILDREN. LIGHTING: ENSURE ALL ROOMS HAVE ADEQUATE LIGHTING AS PER CODE REQUIREMENTS. USE ENERGY-EFFICIENT LED BULBS WHERE POSSIBLE. INSTALL EXTERIOR LIGHTING AT ALL ENTRANCES AND EXITS. SPECIAL SYSTEMS: INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE REQUIREMENTS, ENSURING THEY ARE INTERCONNECTED. ENSURE PROPER INSTALLATION OF ANY SECURITY SYSTEMS, DOORBELLS, OR OTHER SPECIALTY ELECTRICAL SYSTEMS. SAFETY & PRECAUTIONS: TURN OFF POWER WHEN WORKING ON ANY ELECTRICAL SYSTEMS. USE APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT. ENSURE ALL ELECTRICAL BOXES ARE PROPERLY GROUNDED. TEST ALL CIRCUITS, OUTLETS, AND FIXTURES UPON COMPLETION. INSPECTIONS: ALL ELECTRICAL INSTALLATIONS SHALL BE INSPECTED AND TESTED BY A QUALIFIED INSPECTOR BEFORE THEY ARE COVERED OR PUT INTO USE. ENSURE ALL WORK IS INSPECTED FOR COMPLIANCE WITH THE ELECTRICAL CODE AND OBTAIN A CERTIFICATE OF INSPECTION. FINAL CONSIDERATIONS: PROVIDE THE HOMEOWNER WITH ALL WARRANTIES, MANUALS, AND INSTRUCTIONS FOR INSTALLED EQUIPMENT. EDUCATE THE HOMEOWNER ON THE LOCATIONS AND OPERATIONS OF THE MAIN SHUT-OFF, CIRCUIT BREAKERS, AND ANY OTHER CRITICAL ELECTRICAL COMPONENTS. 2' x 4' RECESSED LED LIGHT EXHAUST FAN/ LIGHT COMBO HANGING PENDANT/ CHANDELIER PENDANT LIGHT MOUNTED PENDANT LIGHT MOUNTED @ 9' RECESSED CAN LIGHT TRACK LIGHTING TRACK LIGHTING @11' 7 1 2 5 1 7 3 3 A FREEZER REFRIGFREEZERFREEZERREFRIGREFRIG REFRIG 125v 125v T T GFCI 125v T 125v 125v 125v 125v 125v 125v T 125v 33LEGEND - Electrical UniFormat - II (E1557-97) D5021 Branch Wiring Devices D5033 Telephone Systems Element ID 125v Duplex Outlet 125v GFCI Duplex Outlet 125V Quad Outlet Single Pole Light Switch Three-Way Light Switch TELECOM JACK 2D Plan Preview 125v GFCI 125v 3 T Quantity 5 1 5 4 2 4 21 SCALE: 1/4" = 1'-0"3 1. Level 1 NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH E101 LEVEL 1 ELECTRICAL SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER A A 1 2' X 2' WASHABLE CEILING TILE 2' X 2' WASHABLE CEILING TILE 2' X 2' CEILING TILE GYPSUM BOARD RECTANGULAR CEILING BAFFLES PREFABRICATED FREEZER/ COOLER BOX HVAC NOTES 1.REFER TO SHEET X.XX FOR SITE UTILITIES 2.PIPING DIMENSION NOTES... 3.NOTES 4.NOTES 5.SEE SCALE: 1/4" = 1'-0"1 1. Level 1 SCALE: 1/4" = 1'-0"2 HVAC Drawing Notes NEW YORK BUTCHER SHOPPENOT FOR CONSTRUCTION N DATE: 12/18/2023 3:11 PMPROJECT:3855 GLADE RDCOLLEYVILLE, TX 76034NOTES: NORTH M101 LEVEL 1 HVAC SHEET JOHN CARROLL john@renovisdesign.com 214-554-1191 www.renovisdesign.com BUSINESS OWNER INFORMATION Bryson Nokes RACHAEL PALMER DESIGN & ART INSPERATION Rare Quality. Well Done Service. Rare Quality. Well Done Service. 1 Rare Quality. Well Done Service. Rare Quality. Well Done Service. DESIGN IDEAS 2 Design “Winks” - Texture Behind Counters Rare Quality. Well Done Service. Rare Quality. Well Done Service. 3 Design “Winks” - Texture Behind Counters Rare Quality. Well Done Service. Rare Quality. Well Done Service. 4 Design “Winks” – Texture Enhancing Wine Racks Rare Quality. Well Done Service. Rare Quality. Well Done Service. Texture behind or surrounding wine racks 5 Design “Winks” – Texture Enhancing Wine Racks Rare Quality. Well Done Service. Rare Quality. Well Done Service. Texture behind or surrounding wine racks 6 Design “Winks” – Texture on Walls Rare Quality. Well Done Service. Rare Quality. Well Done Service. 7 Design “Winks” – Quality Que Rare Quality. Well Done Service. Rare Quality. Well Done Service. 8 “Red Crown Boarder” separating ceiling black paint from wall paint or texture. It is a subtle que that provides Impact Design “Winks” - Texture on POS Counter Rare Quality. Well Done Service. Rare Quality. Well Done Service. 9 Design “Winks” – Indoor Signage Unique Indoor Signage 10 Design “Winks” Rare Quality. Well Done Service. Rare Quality. Well Done Service. 11 Design “Winks” Rare Quality. Well Done Service. Rare Quality. Well Done Service. 12 Design “Winks” – Window Cling Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 13 Design “Winks” – Window Cling Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 14 Design “Winks” – Lighting & Ceiling Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 15 Design Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 16 Design Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 17 Design Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 18 Rare Quality. Well Done Service. Rare Quality. Well Done Service. ART INSPERATION 19 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 20 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 21 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 22 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 23 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 24 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 25 Art Examples 26 Art Examples Rare Quality. Well Done Service. Rare Quality. Well Done Service. 27 Rare Quality. Well Done Service. Rare Quality. Well Done Service. “COMING SOON” & “NOW OPEN” 28 “Coming Soon” & “Now Open” Signage 29 STRONGLY recommend the use of temporary “Coming Soon” and “Now Open” signage Rare Quality. Well Done Service. Rare Quality. Well Done Service. 30 Main Elevation: Client: Location: ***This Section for Internal Company Use Only*** Fabricator: Sales: Designer: ORDER #: Date:E506363 Install:Scheduled:Fabrication Type: Large Format / PSG Custom Ordinance Criteria: S.F. may not exceed 1.5 x lease width Max Letter/Logo Height = 48” Max Sign Height = 6’ Max Sign Width = 75% of facade Calculations: 53.67 x 1.5 = 80.5 Max SF 644 x .75 = 483” Max Sign Width 53' - 8" lease space 24ft 6in22ft 6in53' - 8" lease space 24ft 6in22ft 6in53' - 8" lease space 24ft 6in22ft 6in53' - 8" lease space 24ft 6in22ft 6in16ft 2.5in15ft 0in15ft 3.5in15ft 8inProposed: A Proposed: B Existing: Proposed: C Proposed: D New York Butcher Shoppe 3855 Glade Rd, Colleyville, TX 76034 Brooks Hallie 2/13/2024 Z:\New York Butcher Shoppe\Colleyville\Proofs New York Butcher Shoppe PROOF.ai City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number Agenda Date 3/25/2024 Type Presentation and Discussion Department Community Development Title Presentation and discussion of an Amendment to the Land Development Code, Chapter 3, Section 3.28 Supplementary District Regulations, specifically to prohibit the use of a vehicle as a dwelling or housekeeping unit when parked or stored on public property Explanation The City Council has directed staff to prepare a change to the Land Development Code, which would prohibit the use of a vehicle as a dwelling or housekeeping unit when parked or stored on public property. Attachments 1. Proposed LDC Language Section 3.28 Supplementary District Regulations H. Parking; Storage or Use of Major Recreational Equipment and Recreational Vehicles 1. No major recreational equipment or recreational vehicles shall be parked or stored for more than seventy-two (72) hours on a public street, alley or other public right-of-way or parkway. 2. No major recreational equipment or recreational vehicles shall be parked or stored on any lot in a residential district except in a carport or enclosed building, or in a required side or rear yard on an all-weather (durable, dust-free) hard surface driveway. Provided, however, that such equipment may be parked anywhere on residential premises not to exceed seventy-two (72) hours during loading or unloading. Exemption: an all-weather (durable, dust-free) hard surface driveway is not required for such equipment on lots 40,000 sq. ft. in size or greater. 3. Corner street side yards shall be considered a front yard. No major recreational equipment or recreational vehicles shall be parked within the required setback. 4. No such equipment shall be used for living, sleeping, or housekeeping purposes when parked or stored on a residential lot per above, except for the temporary housing of guests for not more than fourteen (14) days during any sixty (60) day period. 5. For purposes of these regulations, major recreational equipment is defined as including travel trailers, pick-up campers or coaches (designed to be mounted on automotive vehicles), motorized dwellings, tent trailers, boats and boat trailers, snowmobiles, trailers, dune buggies, airplanes or aircraft and other equipment designated for recreational use, and cases or boxes used for transporting recreational equipment, whether occupied by such equipment or not. Vehicles used primarily as the family car for a daily transportation to and from work are excluded from this definition. 6. For purposes of these regulations, a recreational vehicle is defined as any vehicle used or so constructed as to permit it being used as a conveyance upon the public streets and highways, and licensable as such, and which is constructed in such a manner that will permit occupancy as a dwelling or sleeping place for one or more persons, including also a self-propelled vehicle having a body designed as living quarters. I. Parking and Storage of Vehicles in General 1. On-Street Parking: Commercial vehicles with a manufactured capacity rated of over one (1) ton are prohibited from being parked on any public street, alley, parkway, boulevard, or public place in all zoning districts, except the ML (Light Manufacturing) district for a period not to exceed twenty-four (24) hours during loading or unloading. In the ML district, on-street parking is prohibited along all major thoroughfares, including expressways, arterials, and collector streets. 2. Off-Street Parking: Commercial vehicles of over one (1) ton manufactured capacity (truck tractor, road tractors and special mobile equipment) are permitted only in the ML (Light Manufacturing), RE (Single Family ‘Estate’ Residential), or AG (Agricultural) zoning districts. They are prohibited from being parked or stored on any lot in all other zoning districts. Exemption: Such vehicles shall be allowed on any lot greater than 40,000 sq. ft. provided they are located behind the front yard setback. All other commercial vehicles may be permitted on a residentially zoned lot, provided said parking space shall be in an enclosed garage, under a carport, or on an all-weather hard surface driveway located in a side or rear yard. Exemption: an all-weather (durable, dust-free) hard surface driveway is not required for such equipment on lots 40,000 sq. ft. in size or greater. 3. Off-street vehicle parking spaces shall not be located within ten (10) feet of existing proposed major thoroughfare street right-of-way lines in any commercial or industrial district. Such off-street parking spaces shall consist of a paved surface, i.e., concrete, HMAC, brick or paving stone approved by the city building official. All ten (10) foot buffer areas shall be landscaped and maintained to enhance esthetic qualities. 4. No vehicle shall be used for living, sleeping, or housekeeping purposes when parked or stored on public property. 5. To avoid the unsightly appearance of junked and abandoned vehicles in residential districts, no vehicles may be parked or stored on a residential premise where visible to any adjacent right-of-way or residential use, unless a current state vehicle registration sticker is displayed thereon or the vehicle is behind a solid fence or solid vegetative screening at least 6 feet in height. Such vehicles are those that cannot be immediately or readily started or moved under their own power, and including vehicles without current licenses and vehicles with wheels or other major components removed or broken.