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Home My WebLink AboutPlanning and Zoning Commission-Worksession-Agenda Packets-01/26/2026 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION AGENDA 100 Main Street, Colleyville, Texas, 76034 MONDAY, JANUARY 26, 2026 EXECUTIVE CONFERENCE ROOM - THIRD FLOOR 6:15 P.M. 1. CALL TO ORDER 2. PRESENTATION AND DISCUSSION 2a Presentation and discussion of a Special Use Permit for Massage Therapy use on Lot 3R1, Block 1, Felps, Andy Addition, located at 3919 Colleyville Boulevard, Case ZC26-001 2b Presentation and discussion of a rezoning from R-40 Single-Family Residential and R-20 Single-Family Residential to R-40 Single-Family Residential on Tracts 4M and A328 TR 2V, Abstract 1518, David R. Teeter Survey, located at 2200 Oak Knoll Drive, Case ZC26-002 2c Presentation and discussion of a Special Use Permit for an accessory building on Lot 6, Block 7, Oak Crest Hills, located at 205 Oak Crest Hill Drive, Case ZC26-003 2d Presentation and discussion of a minor plat with a waiver for lot width for proposed Lot 1, Block 1, Engelman Addition, being Tracts 4M and A328 TR 2V, Abstract 1518, David R. Teeter Survey, located at 2200 Oak Knoll Drive, Case PC26-001 3. ADJOURNMENT I hereby certify this agenda was posted on City Hall bulletin boards Tuesday, January 20, 2026, by 5:00 p.m. Ben Bryner Community Development Director 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. Planning and Zoning Commission Worksession Agenda January 26, 2026 City of Colleyville Page 2 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 2a Agenda Date 1/26/2026 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit for Massage Therapy use on Lot 3R1, Block 1, Felps, Andy Addition, located at 3919 Colleyville Boulevard, Case ZC26- 001 Explanation Diane Khamvongsouk, the applicant, has submitted a Special Use Permit request for a Massage Therapy use on Lot 3R1, Block 1, Felps, Andy Addition, being approximately 0.47 acres, and zoned CC-2 Shopping Center. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Floor Plan 6. Landlord Letter of Support 7. Landlord Authorization Letter 123 120116112108104 100 4105 4117 107 121 3919 200 4001 4003 120 4121 4125 105 4007 123 106 104100 301 110114 3811 300 118202206210214 3901 3901 3907 121 119 SAN BAR LNCOLLEYVILLE BLVDGREENBRIAR LNWGREENBRIARLN A C U F F L N CHEEK SP ARGER R D K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-001 3919 Colleyville Boulevard Aerial Map 123 120116112108104 100 4105 4117 107 121 3919 200 4001 4003 120 4121 4125 105 4007 123 106 104100 301 110114 3811 300 118202206210214 3901 3901 3907 121 119 SAN BAR LNCOLLEYVILLE BLVDGREENBRIAR LNWGREENBRIARLN A C U F F L N CHEEK S PA R G E R RD R-40 R-15CN CC-3 PUD-C R-20 PUD-C PUD-R CC-2 PUD-C CC-3 K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-001 3919 Colleyville Boulevard Zoning Map 123 120116112108104 100 4105 4117 107 121 3919 200 4001 4003 120 4121 4125 105 4007 123 106 104100 301 110114 3811 300 118202206210214 3901 3901 3907 121 119 SAN BAR LNCOLLEYVILLE BLVDGREENBRIAR LNWGREENBRIARLN A C U F F L N CHEEK S PA R G E R RD K Residential Colleyville Blvd Corridor Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-001 3919 Colleyville Boulevard Future Land Use Map PLANNING OBJECTIVES LETTER Special Use Permit (SUP) & Certificate of Occupancy (CO) Property Address: 3919 Colleyville Blvd, Suite C, Colleyville, TX 76034 Applicant: DFW Thai Massage Therapy, LLC DBA: Lotus Thai Massage Wellness & Beauty Proposed Use: Massage Therapy, Wellness Services, and Limited Ancillary Beauty Services 1. INTRODUCTION & PURPOSE This Planning Objectives Letter is submitted in support of the Special Use Permit (SUP) and Certificate of Occupancy (CO) applications for DFW Thai Massage Therapy, LLC, doing business as Lotus Thai Massage Wellness & Beauty, proposed to operate within Suite C at 3919 Colleyville Blvd, Colleyville, Texas The purpose of this letter is to provide a detailed explanation of the proposed business model, daily operations, staffing, client flow, and facility use. This document is intended to clearly demonstrate that the proposed use is well-managed, low-impact, compatible with surrounding commercial uses, and compliant with the City of Colleyville’s zoning, safety, and operational standards. 2. BUSINESS OVERVIEW & OWNER EXPERIENCE Lotus Thai Massage Wellness & Beauty is owned and operated by Diane Nguyen Khamvongsouk, a licensed massage therapist and beauty professional with over 20 years of experience in massage therapy, wellness services, and salon operations. The owner is deeply passionate about the service and care industry and has built a long-standing client base through ethical, professional, and client-focused wellness services. Her experience includes hands-on service delivery, business management, staff supervision, and regulatory compliance within the personal care industry. The business currently operates out of a small salon suite, which limits the ability to properly accommodate massage therapy services. The proposed location allows the business to expand into a purpose-appropriate and compliant space, designed specifically to support professional massage therapy and wellness operations in a controlled and responsible manner. All services will be performed by properly licensed professionals in full compliance with Texas Department of Licensing and Regulation (TDLR) requirements and all applicable City of Colleyville regulations. 3. DESCRIPTION OF SERVICES & OPERATIONAL STRUCTURE Primary Use: Massage Therapy & Wellness (Approximately 90%) The primary function of the business is licensed massage therapy and wellness services, representing approximately 90% of total operations. Services include: ● Traditional Thai massage ● Swedish massage ● Therapeutic and relaxation massage ● Herbal steaming and wellness treatments These services are provided in private, enclosed treatment rooms, ensuring client privacy, quiet operations, and a calm, spa-like environment. Ancillary Use: Limited Beauty Services (Approximately 10%) Approximately 10% of services consist of limited hair services, which are: ● Provided exclusively by the owner/operator ● Offered only to long-standing, established clients of over 20 years ● Scheduled in a controlled and limited manner ● Ancillary and subordinate to the primary massage use This component does not operate as a traditional hair salon. There are: ● No multiple stylists ● No chair rentals ● No walk-in salon traffic ● No retail salon operations The inclusion of this limited service does not increase operational intensity, parking demand, or traffic beyond what is typical for a wellness-oriented massage establishment. 4. CLIENT FLOW, APPOINTMENTS & WALK-IN MANAGEMENT The business will operate on a hybrid appointment and walk-in basis, structured to prevent overcrowding or excessive traffic. ● Appointments are scheduled in advance to manage therapist availability. ● Walk-in clients are accepted only when licensed therapists are available and not already booked. ● If no therapists are available, walk-in clients are not accepted. This operational model ensures: ● Controlled client volume ● Predictable traffic patterns ● No waiting lines or loitering ● A quiet and orderly environment Clients typically arrive individually or in pairs, remain onsite for the duration of their service, and depart promptly after completion. 5. HOURS OF OPERATION Proposed Hours: ● Monday – Sunday: 10:00 AM to 8:00 PM There are no late-night hours, no overnight operations, and no extended or irregular operating schedules. 6. STAFFING & DAILY OPERATIONS Staffing levels are intentionally modest and aligned with the size of the suite and treatment capacity. ● Owner/operator onsite and actively involved ● Licensed massage therapists scheduled by appointment demand ● No large shifts or overlapping staff changes ● No live entertainment or group activities Daily operations consist of: ● Client check-in at reception ● Escorting clients to private treatment rooms ● One-on-one services conducted indoors ● Standard cleaning and sanitation between appointments 7. PARKING & TRAFFIC IMPACT As confirmed by City staff, the proposed use requires 1 parking space per 200 square feet. The suite contains approximately 1,800 square feet, and the building provides 25 parking spaces, which adequately meets the parking requirement Due to: ● Appointment-based scheduling ● Limited walk-in acceptance ● One-on-one services ● Staggered appointment times The business is not expected to create excessive traffic or parking demand and will operate within the capacity of existing parking infrastructure. 8. EXTERIOR & INTERIOR IMPROVEMENTS Exterior Improvements ● No exterior modifications are proposed ● Standard business signage only ● All signage will comply with City sign regulations and permitting Interior Improvements Interior improvements are proposed and submitted with this application and include: ● Individual massage treatment rooms ● Reception and waiting area ● Defined, owner-only hair service area ● Support spaces (storage, laundry, restroom) All improvements are non-structural and will comply with: ● Building codes ● Fire and life safety codes ● Accessibility requirements 9. COMPLIANCE, SAFETY & REGULATORY OVERSIGHT Lotus Thai Massage Wellness & Beauty is committed to full compliance with all applicable laws and regulations, including: ● Texas massage establishment licensing ● Individual therapist licensing ● Health and sanitation standards ● Building, fire, and life safety inspections ● City of Colleyville SUP and CO requirements ● Police Department interview and review process, if required 10. COMPATIBILITY WITH SURROUNDING USES The proposed use is fully compatible with the surrounding commercial environment. Operations are conducted entirely indoors and generate: ● No outdoor activity ● No amplified sound ● No alcohol service ● No adult-oriented uses ● No late-night disturbances The business functions as a quiet, professional wellness establishment, consistent with neighboring retail and service uses along Colleyville Boulevard. 11. CONCLUSION DFW Thai Massage Therapy, LLC, dba Lotus Thai Massage Wellness & Beauty, respectfully requests approval of the Special Use Permit and Certificate of Occupancy for the proposed use at 3919 Colleyville Blvd, Suite C. With a clearly defined operational structure, controlled client volume, experienced ownership, and strong commitment to regulatory compliance, the applicant believes this business will be a positive, well-managed, and low-impact addition to the Colleyville community. Sincerely, DFW Thai Massage Therapy, LLC DBA Lotus Thai Massage Wellness & Beauty Authorized Representative: Diane Khamvongsouk Owner / Operator City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2b Agenda Date 1/26/2026 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a rezoning from R-40 Single-Family Residential and R-20 Single-Family Residential to R-40 Single-Family Residential on Tracts 4M and A328 TR 2V, Abstract 1518, David R. Teeter Survey, located at 2200 Oak Knoll Drive, Case ZC26-002 Explanation Matthew Engelman, the applicant, has submitted a request for a rezoning on Abstract 1518 Tracts 4M and A328 TR 2V of the David R. Teeter Survey, being approximately 1.9 acres, and zoned R-40 Single-Family Residential and R-20 Single-Family Residential. The request is to rezone the property to R-40 Single-Family Residential to allow for consistent zoning across the entire property. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Statement of Planning Objectives 5. Zoning Exhibit 6. Plat Exhibit JACKSON RDOAK K N O L L D R TYLER ST RENFRO RD O A K K N O L L CTBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-002 2200 Oak Knoll Drive Aerial Map O A K KNOL L DRTYLER ST RENFRO RD P A T T E R S O NLN JACKSON RDO A K KNOLLC TBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRAG R-20 PUD-R R-20 R-30 PUD-R R-40 R-20 R-20 R-20 RE K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-002 2200 Oak Knoll Drive Zoning Map JACKSON RDOAK K N O L L D R TYLER ST RENFRO RD O A K K N O L L CTBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRK Residential 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. ZC26-002 2200 Oak Knoll Drive Future Land Use Map Statement of Planning Objectives The property consists of two contiguous tracts described by metes and bounds that are proposed to be platted into a single lot. The property is currently split-zoned, with R-20 zoning on the northern portion and R-40 zoning on the southern portion. The request is to rezone the property to a consistent R-40 designation across the entire lot. Traverse PC City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2c Agenda Date 1/26/2026 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a Special Use Permit for an accessory building on Lot 6, Block 7, Oak Crest Hills, located at 205 Oak Crest Hill Drive, Case ZC26-003 Explanation Presentation and discussion of a Special Use Permit for an accessory building on Lot 6, Block 7, Oak Crest Hills, located at 205 Oak Crest Hill Drive, Case ZC26-003. The request is to allow for an accessory structure that does not conform to Land Development Code, Section 3.27(A)(2)(a). Accessory structures cannot exceed 4% of the aggregate lot area, which is a maximum of 1,071 square feet on the subject lot, without approval of a Special Use Permit. The proposed structure is 1,200 square feet. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Site and Drainage Plan 5. Elevations Drawings VALLEY VIEW DR N BRANSFORD RDL A I L A CT OAKLEIGH L NWINNIEDRPRESTONW AYOAK CREST HILL DR FIELD ST EUDALY DR HILLSIDE RD COLLEYVILLE TERR LETA LN BEVERLY DR W OAK VALLEY DR OAK TOP DRTIMBERLINE DR NL D LOCKETT RDOAK HILLS DROAK VALLEY DR K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-003 205 Oak Crest Hills Drive Aerial Map VALLEY VIEW DR N BRANSFORD RDL A I L A CT OAKLEIGH L NWINNIE DRPRESTONWAY OAK CREST HILL DR FIELD ST EUDALY DR HILLSIDE RD COLLEYVILLE TERR LETA LN BEVERLY DR W OAK VALLEY DR OAK TOP DRTIMBERLINE DR NL D LOCKETT RDOAK HILLS DROAK VALLEY DR R-40 R-20 PUD-R R-10 R-10 CN AG AG R-20 R-20 R-40 K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-003 205 Oak Crest Hills Drive Zoning Map VALLEY VIEW DR N BRANSFORD RDL A I L A CT OAKLEIGH L NWINNIEDRPRESTONW AYOAK CREST HILL DR FIELD ST EUDALY DR HILLSIDE RD COLLEYVILLE TERR LETA LN BEVERLY DR W OAK VALLEY DR OAK TOP DRTIMBERLINE DR NL D LOCKETT RDOAK HILLS DROAK VALLEY DR K Residential Commercial Institutional Open Space; Parks Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-003 205 Oak Crest Hills Drive Future Land Use Map 205 OAK CREST HILL ACCESSORY BUILDING ADD-ON LOCATED AT: 205 OAK CREST HILL DR., COLLEYVILLE, TX 76034 PREPARED FOR: KL CONCRETE AND CONSTRUCTION LLC 1450 AGNES N, SPRINGTOWN, TX 76082 SHEET LIST: G-001 COVER C-101 EXISTING SITE PLAN C-102 PROPOSED SITE PLAN C-103 DRAINAGE PLAN C-501 CONCRETE DETAILS S-101 ACCESSORY BUILDING FOUNDATION0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions:X 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-12-19 Drawing1.dwg C:\Users\bowen\AppData\Local\Temp\BGPlot_25388\Drawing1.dwgFriday December 19, 2025, 12:27amBBB Circle B Engineered Solutions G-001 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25-068 JDB 205 OAK CREST 205 OAK CREST HILL DR. COLLEYVILLE, TX COVER - ZK JDB 19-DEC-2025 0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions:X 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-12-19 Drawing1.dwg C:\Users\bowen\AppData\Local\Temp\BGPlot_25388\Drawing1.dwgFriday December 19, 2025, 12:27amBBB Circle B Engineered Solutions G-002 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25.068 JDB OAK CREST HILL 205 OAK CREST HILL DR COLLEYVILLE, TX NOTES - MJ JDB NOTES: GENERAL: 1.REFERENCES: CITY OF COLLEYVILLE ENGINEERING DESIGN STANDARDS - CHAPTER 14 TxDOT CCCG22 - CURB DETAIL ACI 318-25, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (“NCTCOG”) 2.THE PROPERTY IS LOCATED AT 205 OAK CREST HILL DR, LOT 6 BLOCK 7 OAK CREST HILLS, LOCATED IN COLLEYVILLE, TX 3.ALL EXISTING INFORMATION IS BASED ON PUBLICLY AVAILABLE GIS DATA. CONTRACTOR IS RESPONSIBLE TO CONFIRM ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO PERFORMING THE WORK. CITY OF COLLEYVILLE: 1.WORK SHALL NOT COMMENCE UNTIL A PERMIT HAS BEEN ISSUED. WORK INCLUDES SETTING OF FORMS, LOT GRADING, SOIL REMOVAL, SOIL DUMPING, BRUSH CLEARING, TREE REMOVAL OR DEMOLITION. 2.CONTRACTOR SHOULD VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO FOUNDATION REPAIR WORK. (TEXAS ONE CALL SYSTEM (811) OR WWW.TEXAS811.ORG). CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES WHICH ARE TO REMAIN. BURIED UTILITIES SHOWN ON THE PLANS HAVE BEEN ESTABLISHED BY ON GROUND INFORMATION. LOCATIONS MAY NOT BE EXACT AND OTHER UTILITIES MAY EXIST. IT MAY BE REQUIRED TO CONTACT UTILITY PROVIDERS DIRECTLY TO CONFIRM CLEAR STATUS. 3.ALL EXISTING STRUCTURES SHALL BE PROTECTED FROM DAMAGE DURING THE MAINTENANCE PROCESS BY THE CONTRACTOR. ANY DAMAGE DONE SHALL BE REPLACED OR REPAIRED TO ORIGINAL OR BETTER CONDITIONS. 4.MINIMUM YARD REQUIREMENTS ARE 30' TO FRONT, 10' TO SIDE, AND 25' TO REAR PROPERTY LINES. 5.THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINE AND SERIES DRAWINGS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS PRIOR TO FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS. 6.TEMPORARY DRAINAGE SHOULD BE INCORPORATED INTO THE STAGED CONSTRUCTION PLAN. 7.INPLACE DRAINAGE PATTERNS SHOULD BE MAINTAINED WHERE POSSIBLE. 8.PREVENT BIRDBATHS AND ENSURE PROPER DRAINAGE TO THE GUTTER/DRAINAGE PIPES. 9.ALL DRAWINGS AND DETAILS CONTAINED IN CHAPTER 15 – PUBLIC WORKS CONSTRUCTION DETAILS OF THE NCTCOG, WITH ALL AMENDMENTS THERETO, AND SHALL CONSTITUTE THE TECHNICAL SPECIFICATIONS, EXCEPT AS AMENDED BY THIS DESIGN AND THE CITY OF COLLEYVILLE LAND DEVELOPMENT CODE, AND MADE A PART THEREOF, BUT NOT PHYSICALLY BOUND WITHIN THIS DOCUMENT. 10.COLLEYVILLE MUNICIPAL CODE REGULATES NOISE CONSTRUCTION THAT IS CONSIDERED A NUISANCE. BY ORDINANCE, CONSTRUCTION IS PERMITTED FROM 7:00A.M. - 6:00P.M., MONDAY THROUGH SATURDAY, INCLUDING HOLIDAYS. CONSTRUCTION WORK IS PROHIBITED ON SUNDAYS. 11.EROSION CONTROL MUST BE MAINTAINED AT ALL TIMES THROUGHOUT THE PROJECT TO INCLUDING REMOVAL OF ANY SPOILS LEFT IN STREET 12.ALL ACTIVITY ON A SITE SHALL COMPLY WITH CITY, STATE, AND FEDERAL STATUTES FOR STORM WATER POLLUTION CONTROL. 13.ALL CONCRETE SHALL HAVE A MINIMUM THICKNESS OF SIX INCHES (6”) OR SHALL MATCH EXISTING THICKNESS, WHICHEVER IS GREATER. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE, 5% ENTRAINED AIR (± 1.5%) AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 POUNDS PER SQUARE INCH. ALL CONCRETE SHALL ALSO INCLUDE #4 BARS ON EIGHTEEN INCH (18") CENTERS BOTH WAYS, WITH #4 SMOOTH DOWELS INTO EXISTING CONCRETE PAVING (IF APPLICABLE). ALL CONCRETE SHALL BE VIBRATED AND AN APPROVED CURING COMPOUND SHALL BE APPLIED TO THE SURFACE. ALL STEEL SHALL BE DOMESTIC (AS PER C.O.C. ITEM B1.13, STANDARD SPECIFICATION FOR CONSTRUCTION OF HIGHWAY, STREETS, AND BRIDGES TXDOT 1993 ITEM 440). 14.THE DRIVEWAY SHALL BEGIN AT THE STREET CURB AND EXTEND TO THE PROPERTY LINE OR TO A POINT NINE AND ONE-HALF (9.5') FEET FROM THE BACK OF THE CURB, WHICHEVER IS GREATER. THE DRIVE APPROACH SHALL BE CONSTRUCTED SUCH THAT THE HEIGHT OF THE DRIVE APPROACH AT THE PROPERTY ROW, WITH A TYPICAL NINE AND ONE-HALF (9.5') FOOT PARKWAY, SHALL BE TWO AND ONE-HALF (2-1/2") INCHES HIGHER THAN THE TOP OF THE CURB. THE TANGENCY POINT OF A DRIVEWAY CURB SHALL BE A MINIMUM OF TEN (10’) FEET FROM A STORM WATER INLET. 15.DRIVEWAYS SHALL BE CONSTRUCTED WITH THE RETURN CURBS JOINING THE EDGE OF PAVEMENT AT THE STREET WITH A MINIMUM TEN-FOOT (10’) RADIUS. 16.THE MAXIMUM SLOPE FROM THE EDGE OF DRIVEWAY TO THE TOP OF THE CULVERT PIPE SHALL BE 6:1. THE SLOPED AREA AROUND THE END OF THE CULVERT PIPE SHALL BE SODDED OR HYDRO-MULCHED TO RESIST EROSION. 17.THE MINIMUM CROSS SLOPE ON THE DRIVE SHALL BE 1/8 INCH PER FOOT. THE MINIMUM LONGITUDINAL SLOPE BETWEEN THE EDGE OF PAVEMENT AT THE STREET AND THE VALLEY OVER THE CULVERT PIPE SHALL BE 1/4 INCH PER FOOT. 18.ALL SIDEWALKS SHALL BE A MINIMUM OF FOUR (4') FEET IN WIDTH, OR LARGER. THE EDGE OF THE SIDEWALK OR PATHWAY SHALL GENERALLY BE PARALLEL WITH THE CURB LINE AND BE SITUATED NO MORE THAN ONE (1’) FOOT FROM THE ABUTTING PROPERTY LINE. THE WIDTHS OF ALL SIDEWALKS AND PATHWAYS SHALL BE IN ACCORDANCE WITH THE FOLLOWING TABLE, WHICH ARE FURTHER REFERENCED IN CHAPTER 15 – NCTCOG.19-DEC-2025 SSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSW W W W WWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 655.00 660.0 0 665. 0 0 670. 0 0 652.00 653.00 654.00 656.00 657.0 0 658.0 0 659.0 0 661 . 0 0 662 . 0 0 663. 0 0 664. 0 0 666. 0 0 667. 0 0 668. 0 0 669. 0 0 67 1 . 0 0 67 2 . 0 0 67 3 . 0 0 67 4 . 0 0 1" = 40' EXISTING SITE PLAN10040'80'0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions: 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-10-14 25-068.KLCONC.205OCH.V2.dwg C:\Users\bowen\Circle B Engineered Solutions\Circle B - Documents\Autodesk\My Projects\KL Concrete & Construction\25-068.KLCONC.205OCH.V2.dwgMonday December 15, 2025, 9:24pmBBB Circle B Engineered Solutions C-101 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25-068 JDB 205 OAK CREST 205 OAK CREST HILL DR. COLLEYVILLE, TX EXISTING SITE PLAN - ZK JDB EXISTING HOUSE PROPERTY BOUNDARY EXISTING IMPERVIOUS SURFACES OAK CREST HILL DR.OAK CREST HILL DR.WINNIE DR.30'BUILDLINE10' BUILD LINE 25' BUILD LINE 10' BUILD LINE 86'12' 12' BELL, RICHARD BLOCK 7 LOT 6 OAK CREST HILLS CROSS, TOMMY BLOCK 7 LOT 5 OAK CREST HILLS JOHANSEN, R K BLOCK 7 LOT 7 OAK CREST HILLS BATESON FAMILY TRUST BLOCK 7 LOT 26 OAK CREST HILLS BOYER KIMBERLY BLOCK 7 LOT 27 OAK CREST HILLS ROSSER, JAMES B BLOCK 7 LOT 28 OAK CREST HILLS CASH, ROBERT L JR SECTION 1 BLOCK 2 LOT 1 WYATT ADDITION ALLEN, ROBERT B SECTION 1 BLOCK 2 LOT 2 WYATT ADDITION STENNIS ORLISS SECTION 1 BLOCK 1 LOT 2 WYATT ADDITION 15-DEC-2025 SSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSS W W W W WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W 655.00 660.0 0 665. 0 0 670. 0 0 652.00 653.00 654.00 656.00 657.0 0 658.0 0 659.0 0 661 . 0 0 662 . 0 0 663. 0 0 664. 0 0 666. 0 0 667. 0 0 668. 0 0 669. 0 0 67 1 . 0 0 67 2 . 0 0 67 3 . 0 0 67 4 . 0 0 1" = 40' PROPOSED SITE PLAN10040'80'0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions: 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-10-14 25-068.KLCONC.205OCH.V2.dwg C:\Users\bowen\Circle B Engineered Solutions\Circle B - Documents\Autodesk\My Projects\KL Concrete & Construction\25-068.KLCONC.205OCH.V2.dwgMonday December 15, 2025, 9:24pmBBB Circle B Engineered Solutions C-102 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25-068 JDB 205 OAK CREST 205 OAK CREST HILL DR. COLLEYVILLE, TX PROPOSED SITE PLAN - ZK JDB OAK CREST HILL DR.OAK CREST HILL DR.WINNIE DR.30'40'46'-6" 18' 18' 42'15'216'12' PROPOSED ACCESSORY BUILDING TO BE SUBMITTED UNDER SEPARATE PERMIT IMPERVIOUS ADDITIONS 30' BUILD LINE 10' BUILD LINE 25' BUILD LINE 10' BUILD LINE 20' CURB 658.77 GTR 658.31 CURB 658.77 GTR 658.11 CURB 658.77 GTR 658.11 CURB 658.77 GTR 658.31 TAPER CURB TO PAVEMENT BOTH SIDES NOTES: 1.INSTALL 8" CURB ALONG SOUTH EDGE OF PAVING WITH 15 EA EVENLY SPACED 3"Ø SCH 40 PVC PIPES FOR STORM WATER RETENTION DURING PEAK STORM. 2.SLOPE PAVING 1% MINIMUM TOWARD SOUTH WITH CONTINUOUS CURB ELEVATION AROUND RETENTION BASIN UNTIL TERMINATING INTO PAVING 15-DEC-2025 SSSSSSSSSSSSSSSS W W W W WWWWW 653.00 654.00 1" = 40' DRAINAGE PLAN10040'80'0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions:X 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-10-14 25-068.KLCONC.205OCH.V2.dwg C:\Users\bowen\Circle B Engineered Solutions\Circle B - Documents\Autodesk\My Projects\KL Concrete & Construction\25-068.KLCONC.205OCH.V2.dwgMonday December 15, 2025, 9:46pmBBB Circle B Engineered Solutions C-103 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25-068 JDB 205 OAK CREST 205 OAK CREST HILL DR. COLLEYVILLE, TX DRAINAGE PLAN - ZK JDB OAK CREST HILL DR.WINNIE DR.15-DEC-2025 N.T.S. ALLEY SECTION WITHOUT CURB A B DRIVE WIDTH (W) 10' 12' 16' 20' 5' 6' 8' 10' 2' - 6" 2' - 6" 2' - 6" 2' - 6" NOTES 2 & 38" 1' 3" INVERT* (SEE NOTE 1) A W 4% MAX. 8" MINIMUM STABILIZED SUBGRADE PER SECTION 301 AND AS APPROVED OR SPECIFIED BY OWNER. NOTES: 1.CROWN SECTION MAY BE USED IN LIEU OF INVERT WITH PROVISION OF AN ADEQUATE DRAINAGE DESIGN AND APPROVED BY OWNER. 2.REINFORCED WITH NO. 4 BARS AT 18" C-C BOTH WAYS. 3.ALTERNATIVE SUBGRADE, THICKNESS, AND STEEL MAY BE UTILIZED WITH MORE DETAILED STUDY AND ANALYSIS AND AS APPROVED BY OWNER. 4.EXPANSION JOINTS TO BE PLACED AT INTERSECTION AND NOT TO EXCEED 300' BETWEEN JOINTS. N.T.S. EXPANSION JOINT (SPACED 600 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) NOTE: 1.APPLY BACKER ROD AS APPROVED BY OWNER # 4 BARS ON 18" CTRS. BOTH WAYS SAWN CONTRACTION JOINT N.T.S. KEYWAY JOINT (FOR PAVEMENT THICKNESS > 6") N.T.S. CONSTRUCTION JOINT JOINT SEALING COMPOUND JOINT SEALING COMPOUND 1" MIN. (SEE NOTE 1)SAND GROOVE FIRST POUR SECOND POUR LAP BARS 30 DIA & TIE VERTICAL SAW CUT 1/8" TO 3/16" WIDE JOINT SEALING COMPOUND # 4 BARS ON 18" CTRS. BOTH WAYS # 4 BARS ON 18" CTRS. BOTH WAYS SAWN GROOVE 1/2" WIDE 1/2" JOINT SEALING COMPOUND 1" MIN. 2"11" 1 1/4" MIN. CLEARANCE DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY ENGINEERREDWOOD OR SYNTHETIC EXPANSION JOINT FILLER TRANSLUCENT DOWEL SLEEVE (CLOSED END TO FIT DOWEL & BE SECURED) TO BE INSTALLED 2' C-C. 24" #6 SMOOTH DOWEL 16" DOWEL COATING MIN TT/2TT/2TT/2T/4T/4TT/21"3/4" + EXISTING PAVEMENT PAVEMENT BAR NO FORM NEW PAVEMENT N.T.S. HEADER AT EXISTING PAVEMENT BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENTS. 12" 9"12"(T)PAVEMENTTHICKNESSNO FORM 3 4" DRILLED HOLES BLOWN CLEAN & DOWELS COATED WITH EPOXY RESIN IF EXISTING CONCRETE PAVEMENT # 4 X 24" DEFORMED DOWEL AT SAME SPACING AS PAVEMENT REINFORCEMENT IF EXISTING CONCRETE PAVEMENT GENERAL NOTES: 1.REINFORCED CONCRETE PAVEMENT: A.DRIVEWAY APPROACH SHALL ADHERE TO DETAILS PROVIDED ON SHEET P - 7 PROVIDED BY THE CITY OF COLLEYVILLE B.ALL CURBS SHALL BE PLACED INTEGRAL WITH PAVEMENT UNLESS OTHERWISE APPROVED BY THE OWNER. C.CURBS SHALL MEET THE SAME COMPRESSIVE STRENGTH AS SPECIFIED FOR THE PAVEMENT. D.BAR LAPS SHALL BE 30 DIAMETERS (MIN). E.REINFORCING BARS SHALL BE SUPPORTED BY 3" CHAIRS OR OTHER DEVICES APPROVED BY THE ENGINEER. F.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI OR GREATER AT 28 DAYS. 2.SUBGRADE: (UNLESS OTHERWISE SPECIFIED BY OWNER) A.SUBGRADE UNDER ALL PAVEMENTS SHALL BE STABILIZED TO MINIMUM DEPTH OF 6" FOR RESIDENTIAL ROAD AND 8" FOR ALL OTHERS. IF THE P.I. IS 25 OR GREATER, LIME SHALL BE USED. B.WHERE THE IN PLACE MATERIAL HAS A P.I. OF LESS THAN 15, THE SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6" AND RECOMPACTED. NOTES: 1.PAVEMENT BARS TO BE BENT DOWN INTO HEADER. 2.HEADER AND PAVEMENT TO BR MONOLITHIC. 3/4" (MIN)T/3DRIVEWAY DETAILS N.T.S6"#4 BARS @ 18" EW SPACING #4 BARS @ 18" EW SPACING PAVEMENT BAR N.T.S. CURB W/DRAINAGE PORTS BARS EQUAL SIZE OF BARS SPECIFIED IN PAVEMENT REINFORCEMENTS. 9"(T)PAVEMENTTHICKNESSNOTES: 1.DRAIN PIPES TO BE 3" SCH 40 PVC 3"Ø SCH 40 DRAIN PIPE WITH 1 4" SLOPE AWAY FROM PAVING @ 3' C/C (15 TOTAL) 1 8":12" MIN1 8":12" MIN0"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions: 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-10-14 25-068.KLCONC.205OCH.V2.dwg C:\Users\bowen\Circle B Engineered Solutions\Circle B - Documents\Autodesk\My Projects\KL Concrete & Construction\25-068.KLCONC.205OCH.V2.dwgMonday December 15, 2025, 9:24pmBBB Circle B Engineered Solutions C-501 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25-068 JDB 205 OAK CREST 205 OAK CREST HILL DR. COLLEYVILLE, TX CONCRETE DETAILS - ZK JDB 15-DEC-2025 2 1 2-#4 CONTINUOUS TOP & BOTTOM CONCRETE SLAB-ON-GROUND PER PLAN #3 STIRRUP @ 9" O.C. EXTERIOR WALL SLOPE 3" CLR18" (MIN)FINISH FLOOR ELEVATION PER PLAN 15" GRANULAR FILL VAPOR RETARDER REINFORCING (PER PLAN) 1-1/2" X 1-1/2" SHEET LEDGE NOTE: USE THE SAME STIRRUP AND BEAM REINFORCING FOR INTERIOR GRADE BEAMS STANDARD ACI HOOK 1 1/2" SEE MAT SECTIONS 6" MIN GRANULAR FILL HFOR SPLICE LENGTH SECOND PLACEMENT FIRST PLACEMENT NOTE: MAXIMUM 80 FEET BETWEEN CONSTRUCTION JOINTS AND 72 HOURS MINIMUM BETWEEN ADJACENT PLACEMENTS. CONTRACTOR MAY ADD ADDITIONAL JOINTS AS COORDINATED WITH ENGINEER2" CLR3" CLRH/3VAPOR RETARDER REINFORCING (PER PLAN) 1 S-1010"Seal: 1 3 4 5 6 D C B A E 1 2 3 4 5 6 2 For reduced plansProject Revisions:X 7 6 5 4 3 2 11"2"3"scale in inches8 9 10 These drawings & the designs here illustrated are the sole property of the Circle B Engineered Solutions & may not be reproduced in whole or in part without express written permission. Sheet Title: Sheet Number: Project Number: Project Manager: Site Name: Address: Project Name: Issue: Date: Dwg File: Drawn By: Checked By: Engineer: CIRCLE B ENGINEERED SOLUTIONS 120 PATRICK DR WEATHERFORD, TX 76087 TX F#22402 2025-12-19 Drawing1.dwg C:\Users\bowen\AppData\Local\Temp\BGPlot_25388\Drawing1.dwgFriday December 19, 2025, 12:27amBBB Circle B Engineered Solutions S-101 KL CONCRETE AND CONSTRUCTION LLC ACCESSORY BUILDING ADD-ON 25.068 JDB OAK CREST HILL 205 OAK CREST HILL DR COLLEYVILLE, TX PLAN VIEW - MJ JDB NTS SLAB-ON-GROUND GRADE BEAM1 NTS SLAB-ON-GROUND2 #4 @ 12" EW 30'40'NOTES: 1.FINISHED FLOOR ELEVATION OF ACCESSORY BUILDING SHOULD BE 6" HIGHER THAN CURB AROUND CONCRETE RETENTION BASIN. 2.GRADE BEAM DEPTH SHOWN IS A MINIMUM THAT CAN BE INCREASED TO ACCOMODATE GRADING AROUND THE SITE. 3.FOLLOW METAL BUILDING SUPPLIERS PLANS FOR ANCHORS AND COLUMN LOCATIONS. ADJUST GRADE BEAMS AS NEEDED TO ALIGN WITH METAL BUILDING FRAME LINES. 4.CONTRACTOR TO ADJUST FINISHED FLOOR AS SHOWN ON METAL BUILDING SUPPLIERS DRAWINGS TO INCLUDE THRESHOLDS AND OVERHEAD DOOR BASE. 19-DEC-2025 DRAWING INDEX COVER SHEET & GENERAL NOTES (CA) SC1 - PROJECT COVER SHEET SC2 - GENERAL NOTES ANCHOR BOLTS & REACTIONS (SA) SA1 - ANCHOR BOLT LAYOUT SA2 - ANCHOR BOLT DETAILS SA3 - REACTIONS PRIMARY STRUCTURE (SP) SP1 - RIGID FRAME SHAKEOUT PLAN SP2 - RIGID FRAMELINE 1 SP3 - RIGID FRAMELINE 2 SP3 - RIGID FRAMELINE 3 SP3 - RIGID FRAMELINE 4 SP3 - RIGID FRAMELINE 5 SP3 - RIGID FRAMELINE 6 SECONDARY STRUCTURE (SS) SS1 - ROOF FRAMING SS2 - FRAMELINE 1 SS3 - FRAMELINE 2 SS4 - FRAMELINE 3 SS5 - FRAMELINE A SS6 - FRAMELINE B SS7 - FRAMELINE C EXTERIOR SHEETING (SSH) SSH1 - ROOF SHEETING SSH2 - SHEETING FRAMELINE 1 SSH3 - SHEETING FRAMELINE 2 SSH4 - SHEETING FRAMELINE 3 SSH5 - SHEETING FRAMELINE A SSH6 - SHEETING FRAMELINE B SSH7 - SHEETING FRAMELINE C FLOOR FRAMING JOIST (SM1) SM1 - FLOOR FRAMING FRAMELINE 1 STRUCTURAL DETAILS (SSD) SSD1 - STRUCTURAL DETAILS 1 SSD2 - STRUCTURAL DETAILS 2 SSD3 - STRUCTURAL DETAILS 3 SSD4 - STRUCTURAL DETAILS 4 SSD5 - STRUCTURAL DETAILS 5 SSD6 - STRUCTURAL DETAILS 6 SHEETING AND TRIM DETAILS (SSHD) SSHD1 - DETAILS 1 SSHD2 - DETAILS 2 SSHD3 - DETAILS 3 SSHD4 - DETAILS 4 TRIM PROFILE DETAILS (STD) STD1 - TRIM PROFILES 1 STD2 - TRIM PROFILES 1 STD3 - TRIM PROFILES 1 STD4 - TRIM PROFILES 1 FASTENERS AND ACCESSORIES (SFA) SFA1 - BOLTS SFA2 - BOLTS SFA3 - SCREWS SFA4 - ACCESSORIES REFERENCE DRAWINGS SR1 - PRI. AND SEC. NUTS AND BOLTS SR2 - SCREWS, FASTENERS & SEALANTS SR3 - BOLT TIGHTENING SR4 - BRACING INSTALLATION SR5 - ROOF PANEL INSTALLATION SR6 - PBR PANEL INSTALLATION SR7 - ENDWALL PANEL INSTALLATION SR8 - SECONDARY PUNCHES AND LAPS SR9 - DOOR AND WINDOW TRIM DETAIL SR10 - SIDEWALL HORIZ. PANEL INSTL. SR11 - ENDWALL HORIZ. PANEL INSTL. SR12 - PBR HORIZ. / VERT PANEL INSTL. 40'-0" ( F R O N T SI D E W A L L) 30' - 0 " ( L E F T E N D W A L L )16'-0"16'-0"J A G M E T A L S L CTL SC1 BELL SHOP 205 OAK CREST HILL COLLEYVILLE, TX 76034 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL 4" 12 4" 12 P1 P2 P2 P1 MB-4 MB-5SP1SP1 SP1FB29A ( 1 ) FB29A ( 1 ) FB2 9 A ( 1 ) FB2 9 A ( 1 )RF1-1RF1-2 RF1- 3 RF1-414'-9 3/16"CLEAR +/-14'-9 3/16"CLEAR +/-19'-3 3/16"CLEAR +/-8"8"28'-8" CLEAR +/- A C 30'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 112'-0"CLEAR +/-12'-7 7/8"7'-4"11'-4"16'-0"7'-4"11'-4"16'-0"3 @ 4' - 1 1 1 / 4 " 1'-0" 15'-9 3 / 4 " 1'-0" 3 @ 4 ' - 1 1 1 / 4 " 15'-9 3 / 4 "8 1/4"8 1/4"U3 U2 U3 R2 R2 A99 A99 26 Ga. P B R , P ol a r W hi t e 15'-8" ( 1 4 ) 4" 6" 15'-8 " ( 1 4 ) 6" 4" FL51 (14) MEMBER TABLE Mark LengthWeight Web Depth Start/End Web Plate Thick Length Outside Flange Thk x W x Length Inside Flange Thk x W x Length RF1-1 15'-3 5/16" 261 7.5/ 7.5 0.188 12'-9 1/8" 7.5/ 7.5 0.135 2'-7 3/4" 1/4" x 6 x 15'-2 5/16" 1/4" x 6 x 8 1/16" 1/4" x 6 x 14'-5 3/16" RF1-2 15'-1 3/16" 215 8.0/ 8.0 0.135 15'-3 1/16" 1/4" x 5 x 15'-0 5/16"1/4" x 5 x 15'-0 5/16" 1/4" x 5 x 15'-0 5/16"1/4" x 5 x 15'-0 5/16"RF1-3 15'-1 3/16" 217 8.0/ 8.0 0.135 15'-3 1/16" 1/4" x 6 x 14'-5 3/16"1/4" x 6 x 8 1/16" 1/4" x 6 x 15'-2 5/16" RF1-4 15'-3 5/16" 261 7.5/ 7.5 0.135 2'-7 3/4" 7.5/ 7.5 0.188 12'-9 1/8" SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP1 4 4 0 A325 3/4" 1 3/4" 6" 3/8" 1'-3 1/4" BEAM TABLE Mark Part Length MB-4 W10X12 14'-1 7/16" MB-5 W10X12 14'-1 7/16" PERIMETER BEAM BOLT TABLE ID Qty Type Dia Length P1 4 A325 3/4" 1 3/4" P2 2 A325 3/4" 1 3/4" NOTE: ALL FLANGE BRACE TO BE ON ONE SIDE ONLY UNLESS NOTED. SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SP1 4" 12 4" 12 C1 P1 P2 P2 P1 MB-6 MB-7 MC-1SP1SP2SP1FB29A ( 1 ) FB29A ( 1 ) FB2 9 A ( 1 ) FB2 9 A ( 1 )RF2-1RF2-2 RF2- 2 RF2-314'-9 5/16"CLEAR +/-14'-9 5/16"CLEAR +/-19'-3 3/16"CLEAR +/-8"8"28'-8" CLEAR +/- A C 30'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 212'-0"CLEAR +/-B 15'-0"15'-0"12'-7 7/8"7'-4"11'-4"16'-0"7'-4"11'-4"16'-0"3 @ 4' - 1 1 1 / 4 " 1'-0" 15'-9 3 / 4 " 1'-0" 3 @ 4 ' - 1 1 1 / 4 " 15'-9 3 / 4 "8 1/4"8 1/4"U3 U2 U3 R2 R2 A99 A99 26 Ga. P B R , P ol a r W h i t e 15'-8" ( 1 4 ) 4" 6" 15'-8 " ( 1 4 ) 6" 4" FL51 (14) MEMBER TABLE Mark LengthWeight Web Depth Start/End Web Plate Thick Length Outside Flange Thk x W x Length Inside Flange Thk x W x Length RF2-1 15'-3 5/16" 268 7.5/ 7.5 0.188 12'-9 1/8" 7.5/ 7.5 0.135 7 3/4" 7.5/ 7.5 0.250 2'-0" 1/4" x 6 x 15'-2 5/16" 1/4" x 6 x 8 1/16" 1/4" x 6 x 14'-5 3/16" RF2-2 15'-1 1/16" 217 8.0/ 8.0 0.135 15'-2 13/16" 1/4" x 5 x 15'-0 1/16"1/4" x 5 x 15'-0 1/16" 1/4" x 6 x 14'-5 3/16"1/4" x 6 x 8 1/16" 1/4" x 6 x 15'-2 5/16" RF2-3 15'-3 5/16" 272 7.5/ 7.5 0.250 2'-0" 7.5/ 7.5 0.135 7 3/4" 7.5/ 7.5 0.188 12'-9 1/8" SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP1 4 4 0 A325 3/4" 2" 6" 1/2" 1'-3 1/4" SP2 4 4 0 A325 3/4" 1 3/4" 6" 3/8" 1'-3 1/4" BEAM TABLE Mark Part Length MC-1 T4040125 11'-4" MB-6 W10X12 14'-2 3/16" MB-7 W10X12 14'-2 3/16" PERIMETER BEAM BOLT TABLE ID Qty Type Dia Length P1 4 A325 3/4" 1 3/4" P2 2 A325 3/4" 1 3/4" SUPPORT COLUMN BOLT TABLE ID Qty Type Dia Length C1 4 A325 5/8" 1 3/4" NOTE: ALL FLANGE BRACE TO BE ON ONE SIDE ONLY UNLESS NOTED. SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SP2 4" 12 4" 12 SP1SP1SP1FB29A ( 1 ) FB29A ( 1 ) FB2 9 A ( 1 ) FB2 9 A ( 1 )RF3-1RF3-2 RF3- 3 RF3-414'-9 3/16"CLEAR +/-14'-9 3/16"CLEAR +/-19'-3 3/16"CLEAR +/-8"8"28'-8" CLEAR +/- A C 30'-0" OUT-TO-OUT OF STEEL RIGID FRAME ELEVATION: FRAME LINE 37'-4"11'-4"16'-0"7'-4"11'-4"16'-0"3 @ 4' - 1 1 1 / 4 " 1'-0" 15'-9 3 / 4 " 1'-0" 3 @ 4 ' - 1 1 1 / 4 " 15'-9 3 / 4 "8 1/4"8 1/4"U3 U2 U3 R2 R2 A99 A99 26 Ga. P B R , P ol a r W h i t e 15'-8" ( 1 4 ) 4" 6" 15'-8 " ( 1 4 ) 6" 4" FL51 (14) MEMBER TABLE Mark LengthWeight Web Depth Start/End Web Plate Thick Length Outside Flange Thk x W x Length Inside Flange Thk x W x Length RF3-1 15'-3 5/16" 235 7.5/ 7.5 0.135 15'-4 7/8"1/4" x 6 x 15'-2 5/16" 1/4" x 6 x 8 1/16" 1/4" x 6 x 14'-5 3/16" RF3-2 15'-1 3/16" 215 8.0/ 8.0 0.135 15'-3 1/16" 1/4" x 5 x 15'-0 5/16"1/4" x 5 x 15'-0 5/16" 1/4" x 5 x 15'-0 5/16"1/4" x 5 x 15'-0 5/16"RF3-3 15'-1 3/16" 217 8.0/ 8.0 0.135 15'-3 1/16" 1/4" x 6 x 14'-5 3/16"1/4" x 6 x 8 1/16" 1/4" x 6 x 15'-2 5/16" RF3-4 15'-3 5/16" 239 7.5/ 7.5 0.135 15'-4 7/8" SPLICE PLATE & BOLT TABLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP1 4 4 0 A325 3/4" 1 3/4" 6" 3/8" 1'-3 1/4" NOTE: ALL FLANGE BRACE TO BE ON ONE SIDE ONLY UNLESS NOTED. SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SP3 RF2-3RF1-4 RF3-4 E-1 E-2 DJ-4DJ-5DH-2 DJ-5DJ-5DH-2 DJ-6DJ-6DH-2 DJ-3DJ-3DS-1 BA G-8 G-9 G-8 G-7G-7 G-9 G-9 G-10 G-7G-9 G-10 1 2 MB-3 S1 S1 1 3 2 20'-0"20'-0" 4"4" 40'-0" OUT-TO-OUT OF STEEL FRONT SIDEWALL FRAMING: FRAME LINE C7'-4"11'-4"16'-0"12'-7 7/8"10'-0"10'-0"1'-4"8'-0"1'-4"8'-0"1'-4"10'-0"2'-0"3'-0" Field 1'-4"8'-0"10'-8" E5 H6 J23 J1 K3 L71 L1 L8 M3 T1 MEMBER TABLE: FRAME LINE C QUAN MARK PART LENGTH 2 DJ-3 8X35c14 7'-4" 1 DJ-4 8X35c14 11'-1 15/16" 3 DJ-5 8X35c14 11'-1 15/16" 2 DJ-6 8X35c14 15'-2 13/16" 3 DH-2 8X35c14 8'-0" 1 DS-1 8X35c14 3'-0" 1 E-1 E085344L 19'-11 1/2" 1 E-2 E085344L 19'-11 1/2" 3 G-7 8X25Z16 7'-11 1/2" 2 G-8 8X25Z16 7 1/2" 4 G-9 8X25Z16 8 3/8" 2 G-10 8X25Z16 9'-8 3/8" 1 MB-3 W14X22 19'-2 7/8" CLIP TABLE: FRAME LINE C ID QUAN MARK LENGTH 1 1 e1 2 1 e2 SUPPORT BEAM BOLT TABLE FRAME LINE C ID QUAN TYPE DIA LENGTH S1 2 A325 3/4" 1 3/4" ANGLE TABLE: FRAME LINE C ID QUAN MARK LENGTH 0 1 BA SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SS2 RF2-1RF3-1 RF1-1 E-3 E-4 DJ-3DJ-3DS-1WF-1WF-2WF-3 BA G-11 G-12 G-13 G-14 MB-1 S1 S1 3 1 2 20'-0"20'-0" 4"4" 40'-0" OUT-TO-OUT OF STEEL BACK SIDEWALL FRAMING: FRAME LINE A7'-4"11'-4"16'-0"12'-7 7/8"2'-0"3'-0" Field 18'-3 15/16" CLEAR13'-4 1/8"E5 H6 H9 J23 J1 L79 T1 MEMBER TABLE: FRAME LINE A QUAN MARK PART LENGTH 1 WF-1 W8X10 13'-6" 1 WF-2 W8X10 13'-6" 1 WF-3 W8X10 18'-3 9/16" 2 DJ-3 8X35c14 7'-4" 1 DS-1 8X35c14 3'-0" 1 E-3 E085344L 19'-11 1/2" 1 E-4 E085344L 19'-11 1/2" 1 G-11 8X25Z14 18'-3 3/8" 1 G-12 8X25Z16 18'-3 3/8" 1 G-13 8X25Z14 19'-1 1/4" 1 G-14 8X25Z16 19'-1 1/4" 1 MB-1 W14X22 19'-2 7/8" BOLT TABLE: FRAME LINE A LOCATION QUAN TYPE DIA LENGTH WF-1 - WF-3 8 A325 3/4" 1 3/4" WF-2 - WF-3 8 A325 3/4" 1 3/4" WF-1 - RF3-1 4 A325 5/8" 1 3/4" WF-2 - RF2-1 4 A325 5/8" 1 3/4" CLIP TABLE: FRAME LINE A ID QUAN MARK LENGTH SUPPORT BEAM BOLT TABLE FRAME LINE A ID QUAN TYPE DIA LENGTH S1 2 A325 3/4" 1 3/4" ANGLE TABLE: FRAME LINE A ID QUAN MARK LENGTH 0 2 BA SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SS3 EC-1DJ-1DJ-2DH-1 DS-1 DJ-3DJ-3DS-1 DJ-2DJ-1DH-1 DS-1 DJ-3DJ-3DS-1 BA GA GA CACAG-1 G-1 G-2 G-1 G-1 G-2 MB-4 P1 P1 MB-5 P1 P1 15'-0"15'-0" A C B 30'-0" OUT-TO-OUT OF STEEL LEFT ENDWALL FRAMING: FRAME LINE 1 4" 12 4" 12 7'-4"11'-4"16'-2"16'-0"12'-7 7/8"3'-0" Field2'-0"3'-0" Field 13'-6"16'-6"3'-0" Field2'-0"3'-0" Field A10 B19 C6D13 D13 E5 E3 L103 L71 L75 M3 T1 W4 MEMBER TABLE: FRAME LINE 1 QUAN MARK PART LENGTH 1 EC-1 W8X18 19'-2 11/16" 2 DJ-1 8X35c14 4'-5" 2 DJ-2 8X35c14 5'-5" 4 DJ-3 8X35c14 7'-4" 2 DH-1 8X35c14 3'-0" 4 DS-1 8X35c14 3'-0" 4 G-1 8X25Z16 13'-11 3/4" 2 G-2 8X25Z16 9'-8 3/4" 1 MB-4 W10X12 14'-1 7/16" 1 MB-5 W10X12 14'-1 7/16" BOLT TABLE: FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH Columns/Raf 2 A325 5/8" 1 1/2" Jamb 2 A325 1/2" 1 1/4" CLIP TABLE: FRAME LINE 1 ID QUAN MARK LENGTH PERIMETER BEAM BOLT TABLE FRAME LINE 1 ID QUAN TYPE DIA LENGTH P1 4 A325 3/4" 1 3/4" ANGLE TABLE: FRAME LINE 1 ID QUAN MARK LENGTH 0 1 GA 0 1 CA 0 2 BA DS-1 DH-1 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SS4 EC-2DJ-7DJ-7DH-2 DJ-7DJ-7DH-2 BA GA GA CACAG-3 G-5 G-4 G-2 G-3G-5 G-6 G-2 15'-0"15'-0" C A B 30'-0" OUT-TO-OUT OF STEEL RIGHT ENDWALL FRAMING: FRAME LINE 3 4" 12 4" 12 7'-4"11'-4"16'-2"16'-0"10'-0"3'-6"8'-0"3'-6"10'-0"3'-6"8'-0"3'-6" A10 B19 C6D13 D13 E5 E3 K3 L8 M3 T1 W4 MEMBER TABLE: FRAME LINE 3 QUAN MARK PART LENGTH 1 EC-2 W8X10 19'-2 11/16" 4 DJ-7 8X35c14 11'-4" 2 DH-2 8X35c14 8'-0" 2 G-2 8X25Z16 9'-8 3/4" 2 G-3 8X25Z16 2'-5 1/2" 1 G-4 8X25Z16 13'-11 3/4" 2 G-5 8X25Z16 2'-9 3/4" 1 G-6 8X25Z16 13'-11 3/4" BOLT TABLE: FRAME LINE 3 LOCATION QUAN TYPE DIA LENGTH Columns/Raf 2 A325 5/8" 1 1/2" ANGLE TABLE: FRAME LINE 3 ID QUAN MARK LENGTH 0 1 GA 0 1 CA 0 1 BA SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SS5 15'-8"FL51 : 3'-0"15'-8"A C ROOF SURFACE 215'-0"ROOF SURFACE 315'-0"1 3 2 20'-0"20'-0" 40'-0" OUT-TO-OUT OF STEEL ROOF SHEETING PLAN PANELS: 26 Ga. PBR ROOF SHEETING PLAN PANELS: 26 Ga. PBR RIDGE TYPE ID QUAN MARK LENGTH DETAIL 0 14 FL51 3'-0" TRIM_128 PANEL TABLE ROOF PLAN QUAN MARK PART LENGTH 28 RS-1 PBR26 15'-8" SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SSH1 5'-10 1/2"5'-10 1/2"16'-0"5'-10 1/2"16'-0"(Gutter with 3 downspouts) FL72 : 10'-2"FL833 : 16'-0"FL833 : 16'-0"FL18C : 10'-2", FL18D : 20'-2", FL19 : 10'-2", FL19A : 20'-2"FL18AL : 6" FL16C : 6" FL16C : 6" FL18AR : 6" 1 32 16'-0"FRONT SIDEWALL SHEETING & TRIM: FRAME LINE C PANELS: 26 Ga. PBR - Polar White TRIM TABLE (Trim laps 2" unless noted otherwise) ID QUAN MARK LENGTH DETAIL 0 1 FL24 3'-6" TRIM_10 0 2 FL850 3'-6" TRIM_6 0 FL37 SCRAP TRIM_6 0 3 FL852 10'-4" TRIM_6 0 4 FL37 10'-2" TRIM_6 0 8 FL26 10'-4" TRIM_7 0 6 FL37 10'-2" TRIM_7 0 2 FL19A 20'-2" 0 1 FL19 10'-2" 0 2 FL18D 20'-2" TRIM_108 0 1 FL18C 10'-2" TRIM_108 0 2 FL833 16'-0" TRIM_13 0 2 FL72 10'-2" TRIM_1 0 FL72 SCRAP TRIM_1 0 2 FL16C 6" 0 1 FL18AR 6" 0 1 FL18AL 6" 1 TRIMS FOR 8'-0" X 10'-0" OH DOOR FL850 TRIM_6 / TRIM_9 FL37 TRIM_6 FL26 TRIM_7 / TRIM_9 FL37 TRIM_7 2 TRIMS FOR 3070 DOOR FL850 3'-6" TRIM_6 / TRIM_9 FL26 7'-4" TRIM_7 / TRIM_9 3 TRIMS FOR 3'-0" x 5'-0" WINDOW FL850 #'-#" TRIM_6 / TRIM_8 FL26 TRIM_7 / TRIM_8 FL26 TRIM_10 / TRIM_8 Head Trim Head Cap Jamb Trim Jamb Cap Head Trim Head Trim Jamb Trim Jamb Trim Sill Trim #'-#" #'-#" #'-#" #'-#" #'-#" #'-#" FL850 FL37 FL26FL26FL37FL37FL26FL26FL26FL26FL850 FL850 FL26 NOTE: GUTTER STRAP FL-797 TO BE PLACE AT 2'-0" ON CENTER. Downspout Strap Downspout Downspout FL-788 FL-32 Gutter Return Leg Downspout DOWNSPOUT LOCATIONS 1 1 116'-0"3 2 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SSH2 16'-0"(Gutter with 3 downspouts) FL72 : 10'-2"FL833 : 16'-0"FL833 : 16'-0"FL18D : 20'-2", FL19 : 10'-2", FL19A : 20'-2"FL18AL : 6" FL16C : 6" FL16C : 6" FL18AR : 6" 3 12 16'-0"BACK SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Ga. PBR - Polar White TRIM TABLE (Trim laps 2" unless noted otherwise) ID QUAN MARK LENGTH DETAIL 0 1 FL24 3'-6" TRIM_10 0 1 FL850 3'-6" TRIM_6 0 1 FL37 10'-2" TRIM_6 0 FL26 SCRAP TRIM_7 0 FL37 SCRAP TRIM_7 0 1 FL26 10'-4" TRIM_7 0 2 FL37 10'-2" TRIM_7 0 2 FL19A 20'-2" 0 1 FL19 10'-2" 0 2 FL18D 20'-2" TRIM_108 0 2 FL833 16'-0" TRIM_13 0 4 FL72 10'-2" TRIM_1 0 1 FL18AL 6" 0 2 FL16C 6" 0 1 FL18AR 6" NOTE: GUTTER STRAP FL-797 TO BE PLACE AT 2'-0" ON CENTER. Downspout Strap Downspout Downspout FL-788 FL-32 Gutter Return Leg Downspout 1 DOWNSPOUT LOCATIONS 1 TRIMS FOR 3'-0" x 5'-0" WINDOW FL850 #'-#" TRIM_6 / TRIM_8 FL26 TRIM_7 / TRIM_8 FL26 TRIM_10 / TRIM_8 Head Trim Jamb Trim Sill Trim #'-#" #'-#"FL26FL26FL850 FL26 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SSH3 17'-0"18'-0"19'-0"20'-0"21'-0"21'-0"20'-0"19'-0"18'-0"17'-0"FL72 : 10'-2"FL833 : 16'-0"FL833 : 16'-0"FL16D : 2 0' - 2 " FL16 D : 2 0 ' - 2 " FL16B : 1'-4" 4" 12 4" 12 A CB LEFT ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. PBR - Polar White TRIM TABLE (Trim laps 2" unless noted otherwise) ID QUAN MARK LENGTH DETAIL 0 2 FL26 10'-4" TRIM_7 0 4 FL24 3'-6" TRIM_10 0 5 FL850 3'-6" TRIM_6 0 FL37 SCRAP TRIM_6 0 4 FL37 10'-2" TRIM_6 0 2 FL16D 20'-2" TRIM_103 0 2 FL833 16'-0" TRIM_13 0 4 FL72 10'-2" TRIM_1 0 1 FL16B 1'-4" 1 TRIMS FOR 3'-0" x 5'-0" WINDOW FL850 #'-#" TRIM_6 / TRIM_8 FL26 TRIM_7 / TRIM_8 FL26 TRIM_10 / TRIM_8 Head Trim Jamb Trim Sill Trim #'-#" #'-#"FL26FL26FL850 FL26 1 1 2 TRIMS FOR 3'-0" x 3'-0" WINDOW FL850 #'-#" TRIM_6 / TRIM_8 FL26 TRIM_7 / TRIM_8 FL26 TRIM_10 / TRIM_8 Head Trim Jamb Trim Sill Trim #'-#" #'-#"FL26FL26FL850 FL26 2 2 3 TRIMS FOR 3070 DOOR FL850 3'-6" TRIM_6 / TRIM_9 FL26 7'-4" TRIM_7 / TRIM_9 Head Trim Jamb TrimFL26 FL26FL850 3 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SSH4 17'-0"18'-0"8'-10 1/2"20'-0"21'-0"21'-0"20'-0"8'-10 1/2"18'-0"17'-0"FL72 : 10'-2"FL833 : 16'-0"FL833 : 16'-0"FL16D : 2 0' - 2 " FL16 D : 2 0 ' - 2 " FL16B : 1'-4" 4" 12 4" 12 C AB RIGHT ENDWALL SHEETING & TRIM: FRAME LINE 3 PANELS: 26 Ga. PBR - Polar White TRIM TABLE (Trim laps 2" unless noted otherwise) ID QUAN MARK LENGTH DETAIL 0 2 FL852 10'-4" TRIM_6 0 2 FL37 10'-2" TRIM_6 0 4 FL26 10'-4" TRIM_7 0 4 FL37 10'-2" TRIM_7 0 2 FL16D 20'-2" TRIM_103 0 2 FL833 16'-0" TRIM_13 0 2 FL72 10'-2" TRIM_1 0 FL72 SCRAP TRIM_1 0 1 FL16B 1'-4" 1 TRIMS FOR 8'-0" X 10'-0" OH DOOR FL850 TRIM_6 / TRIM_9 FL37 TRIM_6 FL26 TRIM_7 / TRIM_9 FL37 TRIM_7 Head Trim Head Cap Jamb Trim Jamb Cap #'-#" #'-#" #'-#" #'-#" FL850 FL37 FL26FL26FL37FL371 1 SHEET SEAL REVISIONS 8043R3.0 CUSTOMER NOT TO BE USED FOR ERECTION PURPOSES DRAWING STATUS FINAL DRAWINGS USED FOR ERECTION PURPOSES PROJECT FOR CONSTRUCTION SEALED SET / PERMIT 1 3 2 JOB ID THE ENGINEER SIGNING AND SEALING THIS SET OF DRAWINGS IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE BUILDING SYSTEM FURNISHED BY THE MANUFACTURER NAMED WITHIN SATISFY THE DESIGN REQUIREMENTS SPECIFIED BY THE CONTRACT DOCUMENTS IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL BUILDING CODES AND STANDARDS OF PRACTICE AND DOES NOT EXTEND TO THE ERECTION OF THE BUILDING STRUCTURE. 12/20/25 DRAWING DATE: NOT TO BE USED FOR ERECTION PURPOSES FOR APPROVAL X DRAWN BY: CHECKED BY: ENG. BY: GB BG/FB JK NOTE: SPRINGTOWN, TX 76082 KL CONCRETE & CONST. 1450 AGNES NORTH SCALING: NOT TO SCALEJ A G M E T A L S L L CJ A G M E T A L S L L C(817) 599-5241 www.jagmetalsllc.com1815 Banks Drive Weatherford, TX 76087REF. VER. TB0125.1FAB COLLEYVILLE, TX 76034 BELL SHOP 205 OAK CREST HILL SSH5 City of Colleyville Page 1 CITY OF COLLEYVILLE PLANNING AND ZONING COMMISSION WORKSESSION BRIEFING Agenda Number 2d Agenda Date 1/26/2026 Number - Type Presentation and Discussion Department Community Development Title Presentation and discussion of a minor plat with a waiver for lot width for proposed Lot 1, Block 1, Engelman Addition, being Tracts 4M and A328 TR 2V, Abstract 1518, David R. Teeter Survey, located at 2200 Oak Knoll Drive, Case PC26-001 Explanation Consideration of a minor plat with a waiver for lot width for proposed Lot 1, Block 1, Engelman Addition, being Tracts 4M and A328 TR 2V, Abstract 1518, David R. Teeter Survey, located at 2200 Oak Knoll Drive, Case PC26-001. The request is to create one lot from two tracts of land. The proposed request requires a plat waiver due to its substandard lot width. The required lot width for R-40 Single-Family Residential zoning is 150 feet. The lot width is approximately 100 feet. Attachments 1. Aerial Map 2. Zoning Map 3. Future Land Use Map 4. Plat Exhibit JACKSON RDOAK K N O L L D R TYLER ST RENFRO RD O A K K N O L L CTBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRK Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-002 2200 Oak Knoll Drive Aerial Map O A K KNOL L DRTYLER ST RENFRO RD P A T T E R S O NLN JACKSON RDO A K KNOLLC TBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRAG R-20 PUD-R R-20 R-30 PUD-R R-40 R-20 R-20 R-20 RE K Subject Property DISCLAIMER: This map and information contained in it were developed exclusively for use by the City of Colleyville. Any use or reliance on this map by anyone else is at that party's risk and without liability to the City of Colleyville, its officials or employees for any discrepancies, errors, or variances which may exist. ZC26-002 2200 Oak Knoll Drive Zoning Map JACKSON RDOAK K N O L L D R TYLER ST RENFRO RD O A K K N O L L CTBOWMANDRBILL SIMMONS RDJIM MITCHELL TR EJIM MITCHELL TR WLAKESIDE DRK Residential 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. ZC26-002 2200 Oak Knoll Drive Future Land Use Map Traverse PC