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ZA26-0004-ZSP-Westin Event Venue-1200 E SH 114 PUBLIC HEARING NOTICE ZA26-0004 • Zoning Change and Site Plan for the Southlake Westin on property described as Lots 1, Block 4, Gateway Church 114 Campus Addition and located at 1200 E. SH 114. • Current Zoning: “S-P-1” Detailed Site Plan District. • Requested Zoning: “S-P-1” Detailed Site Plan District. • Purpose: The purpose of this request is to seek approval of a Zoning Change and Site Plan and a variance to Masonry Ordinance No. 557, as amended, for an approximately 5,000 SF event venue addition to the Westin hotel. Dear Property Owner: Your property has been identified as being within 200 feet of the above referenced Preliminary Plat application. If you wish to register your opposition or support to this case, you may complete the enclosed Notification Response Form and either mail to the Planning & Development Services Department (address listed at the top of notice), email (email listed at the bottom of the notice), or fax a copy to the department (fax number listed at the top of the notice). You are encouraged to follow the requested action through final approval because changes are often made during the review process. Please contact the Planning and Development Services Department if you have any questions: Project Contact: Melissa Burnett, Email: mburnett@ci.southlake.tx.us Dept. Phone: (817) 748-8621 CITY OF SOUTHLAKE PLANNING & DEVELOPMENT SERVICES 1400 Main St.; Suite 310 Southlake, TX 76092 Phone: (817) 748-8621 Fax: (817) 748-8077 www.cityofsouthlake.com Planning and Zoning Commission Thursday, February 5, 2026 6:30 PM City Council 2nd Reading Tuesday, April 7, 2026 5:30 Town Hall Council Chambers 1400 Main Street Southlake, Texas Notification Response Form ZA26-0004: Zoning Change and Site Plan for Westin Event Venue P&Z Meeting Date: February 5, 2026 CC 2nd Reading Meeting Date: April 7, 2026 Fill out: Owner: _____________________________ Address: ____________________________ City, State, Zip Code: __________________ PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY BEFORE THE START OF THE SCHEDULED PUBLIC HEARING. Being the owner(s) of the property so noted above, are hereby in favor of opposed to undecided about (circle or underline one) the proposed application referenced above. Space for comments regarding your position: ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ ___________________________________________________________ Signature: _______________________________________ Date: ______ Additional Signature: _______________________________ Date: ______ Printed Name(s): _____________________________________________ Must be property owner(s). Otherwise contact the Planning Department. One form per property. Direct questions and mail responses to: City of Southlake Planning & Development Services Notification Response 1400 Main St; Ste 310 Southlake, TX 76092 Phone : (817) 748-8621 Phone Number (optional): ______________________________________ S H 1 1 4 F RCASEY CTGRACE LNCARROLL AVECARROLL AVECARROLLAVES H 1 1 4 F R CARROLL AVECASEY CT GRACE LNS H 1 1 4 F R W Y S H 1 1 4 F R W Y 13 14 15 11 8 9 3 7 12 46 1 2 5 10 1000 SPO Map ZA26-0004 ® 0 280 560140 Feet 1200 E Sh 114 Legend City Parcels Right Of Way City Limit Case Parcel(s) dissolvedParcel 200 Foot Buffer 300 Foot Buffer bufferCut Parcels Within Buffer rowClip Sheet List SHEET NUMBER SHEET NAME Schematic DesignDesign Development50% CD Set100% CD SetPERMIT SET GENERAL G100 COVER SHEET X X X X X G120 CODE SUMMARY X X X G121 LIFE SAFETY PLANS LEVEL 1 X X X X G130 ABBREVIATIONS & SYMBOLS X X X X X G140 ACCESSIBILITY & MOUNTING HEIGHTS X X X X LANDSCAPE L-002 LANDSCAPE NOTES / GRAPHIC LEGEND X X X X L-003 OVERALL SITE REFERENCE PLAN X X X X LD-001 EXISTING SITE PLAN X X X X LG-100 GRADING PLAN X LL-100 OVERALL LIGHTING PLAN X X X X LP-100 OVERALL PLANTING PLAN X X X X LP-501 PLANTING DETAILS X X X X LP-502 SOUTHLAKE DETAILS X X X X LS-100 OVERALL LANDSCAPE SITE PLAN X X X X LS-501 LANDSCAPE DETAILS X X X X ARCHITECTURE A010 SITE PLAN X X X X X AD101 LEVEL 1 DEMOLITION PLAN X X X X X AD401 DEMOLITION ELEVATIONS & SECTIONS X X X X A051 LEVEL 1 DIMENSIONAL CONTROL PLAN X X X A101 LEVEL 1 OVERALL FLOOR PLAN X X X X X A101A ENLARGED FLOOR PLAN LEVEL 1 X X X X X A140 ROOF PLAN X X X X X A151 ENLARGED COVERED WALK PATH X X X X X A301 LEVEL 1 REFLECTED CEILING PLAN X X X X X A401 EXTERIOR ELEVATIONS X X X X X A402 EXTERIOR ELEVATIONS X X X X X A451 ENLARGED EXTERIOR ELEVATIONS X X A501 BUILDING SECTIONS X X X X X A551 WALL SECTIONS X X X X A552 WALL SECTIONS X X A601 INTERIOR & EXTERIOR PARTITION SCHEDULE X X X X Sheet List SHEET NUMBER SHEET NAME Schematic DesignDesign Development50% CD Set100% CD SetPERMIT SET A603 HORIZONTAL ASSEMBLY SCHEDULE X X X X A605 TYPICAL FRAMING DETAILS X X A606 CONSTRUCTION ASSEMBLY DETAILS X X X A631 EXTERIOR DETAILS BASE OF WALL X X A632 EXTERIOR DETAILS WALL PANEL DETAILS X X A633 EXTERIOR DETAILS X X A634 EXTERIOR DETAILS X X A636 EXTERIOR DETAILS TOP OF WALL X X A641 EXTERIOR DETAILS ROOF X X A651 PLAN DETAILS X X A801 INTERIOR ELEVATIONS AND DETAILS X X X X A821 INTERIOR DETAILS X X X X A910 DOOR SCHEDULE, PANEL & FRAME TYPES X X X X A921 CURTAIN WALL TYPES X X X X A922 CURTAIN WALL PROFILES X X A931 EXTERIOR DOOR & WINDOW DETAILS X X A990 RENDERS X X X X X A991 RENDERS X X X X X INTERIORS I051 MATERIAL ID SCHEDULE X X X X I151 ENLARGED LEVEL 1 FINISH PLAN X X X X I351 ENLARGED LEVEL 1 FURNITURE PLAN X X X X STRUCTURAL S001 STRUCTURAL NOTES X X X X S030 SCHEDULES X X X X S101 LEVEL 1 FOUNDATION PLAN X X X X S140 LOW ROOF FRAMING PLAN X X X X S141 ROOF FRAMING PLAN X X X X S201 SOG AND FOUNDATION DETAILS X X X X S501 STEEL AND MISC. DETAILS X X X X MECHANICAL M001 MECHANICAL COVERSHEET X X X X M002 MECHANICAL NOTE SHEET X X X X Sheet List SHEET NUMBER SHEET NAME Schematic DesignDesign Development50% CD Set100% CD SetPERMIT SET M101 LEVEL 1 MECHANICAL PLAN X X X X M141 ROOF MECHANICAL PLAN X X X X M701 MECHANICAL DETAILS X X X X M801 MECHANICAL SCHEDULES X X X X MECHANICAL & ELECTRICAL ME801 MECHANICAL AND ELECTRICAL SCHEDULES X X X X PLUMBING P001 PLUMBING SYMBOLS, ABBREVIATIONS & NOTES X X X X 010 LEVEL 1 PLUMBING SITE PLAN X X X X P081 UNDERGROUND PLUMBING PLAN X X X X P101 LEVEL 1 PLUMBING PLAN X X X X P141 ROOF PLUMBING PLAN X X X X P601 PLUMBING RISER DIAGRAMS X X X X P701 PLUMBING DETAILS X X X X P801 PLUMBING SCHEDULES X X X X ELECTRICAL E001 ELECTRICAL COVERSHEET X X X X E010 ELECTRICAL SITE PLAN X X X X E015 MAIN EVENT CENTER PHOTOMETRIC X X X X E101 LEVEL 1 ELECTRICAL PLAN X X X X E101R LEVEL 1 ELECTRICAL REFLECTED CEILING PLAN X X X X E141 ROOF ELECTRICAL PLAN X X X X E401 ELECTRICAL POWER RISER DIAGRAMS X X X X E501 ELECTRICAL SCHEDULES X X X X E601 ELECTRICAL DETAILS & ENLARGED PLANS X X X X RENDERING PROJECT SUMMARY & SHEET INDEX PROJECT LOCATION OCCUPANT LOAD COUNTS - LEVEL 1 ROOM NUMBER ROOM NAME OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD Accessory Storage Areas, Mechanical Equipment Room 110 MEN'S RESTROOM 300 171 SF 1 111 WOMEN'S RESTROOM 300 201 SF 1 113 JANITOR 300 49 SF 1 115 EVENT STORAGE 300 203 SF 1 118 HALLWAY 300 181 SF 1 119 BOH HALLWAY 300 47 SF 1 Assembly - Without Fixed Seats (Standing Space) 117 MAIN EVENT SPACE 5 3380 SF 676 Assembly - Without Fixed Seats (Unconcentrated - tables and chairs) 114 GREEN ROOM 15 143 SF 10 Kitchens, Commercial 112 BACKSTAGE / PREP AREA 200 584 SF 3 TOTAL OCCUPANT LOAD PER LEVEL 695 OCCUPANCY CLASSIFICATION BY ROOM Building Occupancy Room Name Area A-2 A-2 GREEN ROOM 161.10 SF A-2 MAIN EVENT SPACE 3615.98 SF B B RESTROOMS 397.38 SF B BACKSTAGE / PREP AREA 589.35 SF S-1 S-1 EVENT STORAGE 202.94 SF S-1 JANITOR 49.91 SF GSF AREA BY BUILDING BY OCCUPANCY A-2 3777.08 SF B 986.73 SF S-1 252.85 SF TOTAL BUILDING GSF 5016.66 SF - - - - - - - SITE DATA BLOCK (UPDATED TO INCLUDE EVENT VENUE ADDITION) EXISTING ZONING: SP-1 LAND USE DESIGNATION: MIXED GROSS ACREAGE: 6.83 ACRES NET ACREAGE: 6.83 ACRES PERCENTAGE SITE COVERAGE: 39% AREA OPEN SPACE: 1.66 ACRES PERCENTAGE OPEN SPACE: 15% - 25% PERCENTAGE OUTSIDE STORAGE: 0% BUILDING FOOTPRINT: 113,997 SF TOTAL (5,017 SF EVENT VENUE ADDITION) TOTAL FLOORS: 6 STORIES (1 STORY EVENT VENUE ADDITION) PARKING SPACES RQUIRED: 418 TOTAL PARKING SPACES PROVIDED: 434 TOTAL (188 OFF-STREET SURFACE) (246 GARAGE) LOADING SPACES REQUIRED: 0 TOTAL LOADING SPACES PROVIDED: 3 TOTAL NUMBER OF PROPOSED LOTS: 1 AREA IMPERVIOUS COVERAGE: 5.17 ACRES PERCENTAGE IMPERVIOUS COVERAGE: 75% - 85% Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 4/25/2025 7/31/2025 10/17/2025 11/21/2025 SCHEMATIC DESIGN DESIGN DEVELOPMENT 50% CD SET 100% CD SET PERMIT SET DRAWN BY CHECKED BY COMMISSION NUMBER CERTIFICATION Author Checker 2695.01 SHANEY D. MULLEN License Number Date 25633 11/21/2025 SHEET TITLE COVER SHEET SHEET NUMBER G100 WESTIN EVENT VENUE ADDITION PERMIT SET 11/21/2025 CITY PLANNING & ZONING - SITE PLAN 12/10/2025 1200 STATE HWY 114, SOUTHLAKE, TX 76092 SRH HOSPITALITY PROJECT LOCATION PROJECT TEAM OWNER: SRH Hospitality Southlake Realty LLC 5311 Spring Valley Road Dallas, Texas 54254 Phone: 214.668.0100 Contact: Paul Barham ARCHITECT/INTERIOR DESIGN: Boarman Kroos Vogel Group, Inc 1412 Main Street, Suite 700 Dallas, Texas 75201 Phone: 469.405.1201 Fax: 612.339.6212 Contact: Melanie Hanna MECHANICAL/PLUMBING ENGINEERING: Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Alex Sawka LANDSCAPE: Boarman Kroos Vogel Group, Inc 1412 Main Street, Suite 700 Dallas, Texas 75201 Phone: 469.405.1201 Fax: 612.339.6212 Contact: Collin Koonce ELECTRICAL ENGINEERING: Boarman Kroos Vogel Group, Inc 222 North Second Street Minneapolis, Minnesota 55401 Phone: 612.339.3752 Fax: 612.339.6212 Contact: Chad Kurdi STRUCTURAL ENGINEERING: Boarman Kroos Vogel Group, Inc 1054 31st Street, Suite 410 Washington, DC 20007 Phone: 202.595.3173 Fax: 612.339.6212 Contact: Rose Rodriguez TDLR# TABS2026006475 Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt 11/21/2025 1:15:00 PM © 2025 BKV Group SHANEY D. MULLEN License Number Date 25633 11/21/2025 F E C Section 909 - Smoke Control Systems IBC CHAPTER 6 TYPES OF CONSTRUCTION 909.5 Smoke Barrier Construction: ZONING SUMMARY • Smoke barriers required for passive smoke control and a smoke control system using the pressurization method shall comply with Section 709, and Section 601 - General B A-2 S-1 Bshall be constructed and sealed to limit leakage areas exclusive of protected openings. 397.38 SF 161.10 SF 202.94 SF 589.35 SF Table 601 Fire-Resistance Rating Requirements for Building Elements (hours): WESTIN EVENT VENUE ADDITION Section 913 - Fire Pumps • Building is construction Type IA CITY OF SOUTHLAKE 913.1 General: Primary Structural Frame: 2 HR* • When located on the ground level at an exterior wall, the fire pump room shall be provided with an exterior fire department access door that is not Architecture FEC Bearing Walls: less than 3' in width and 6-8" in height, regardless of any interior doors that are provided. A key box shall be provided at this door as required by Interior Design Exterior 3 HR Section 506.1 Interior 2 HR* Landscape Architecture Exterior Nonbearing Walls: (See Table 705.5) DESCRIPTION 913.2.1 Protection of Fire Pump Rooms: Interior Nonbearing Walls: 0 HR Engineering • Fire pumps shall be located in rooms that are separated from all other areas of the building by 1-HR fire barriers. Floor Construction: 2 HR Addition of a conservatory inspired event venue to the exterior of the existing Southlake Westin Hotel. The new venue in the round per the existing outdoor concrete Roof Construction: 1 1/2 HR** area, totalling approx. 4,900 square feet of new conditioned space. Scope includes new covered walkway connection to existing hotel, new sidewalks, landscape S-1 improvements, restrooms and BOH service spaces. 49.91 SF *Roof supports: Fire-resistance rating of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. 1412 Main Street A-2 IBC CHAPTER 10 MEANS OF EGRESS **Fire protection of structural members in roof construction shall not be required, including protection of primary structural frame members, roof LOCATION & ZONING 3615.98 SF Adolphus Tower framing and decking where every part of the roof construction is 20 ft or more above any floor immediately below. Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt 11/21/2025 1:15:05 PM Westin Hotel 1200 State HWY 114 Southlake, TX 76092 Tarrant County ACREAGE: 6.78 acres BASE ZONING: SP-1 (HC - Hotel District) ZONING CASE: ZA16-022 ZONING ORDINANCE: 480-714 LAND USE: Mixed-Use BLOCK: 4 LOT: 1 SUBDIVISION: Gateway Church-114 Campus HEIGHTS, SETBACKS & YARDS MAX. BUILDING HEIGHT - No building or structure shall exceed seven (7) stories or 115 feet. LOT COVERAGE - All buildings or structures shall have a max. lot coverage not exceeding fifty percent (50%) of the total lot area. IMPERVIOUS COVERAGE - The maximum impervious cover shall not exceed eighty-five percent (85%) of the total lot area. FRONT YARD - Not less than thirty feet (30 ft) SIDE YARDS - Not less than fifteen feet (15 ft), except where lot abuts property zoned as single-family residential side yard not less than twenty-five feet (25 ft). REAR YARD - Not less than ten feet (10 ft), except where lot abuts property zoned as single-family residential side yard not less than twenty-five feet (25 ft). See Site plan A010 for additional information CLIMATE & ENERGY CODE CLIMATE ZONE 2A* (warm humid) Average Annual Rainfall 40" Average Annual Snowfall 0" Min. Exterior Wall R-Value R-13 Min. Roof/Ceiling R-Value R-38 BUILDING CODE SUMMARY WESTIN EVENT VENUE ADDITION CITY OF SOUTHLAKE APPLICABLE CODES BUILDING CODE: 2021 International Building Code with local ammendments (IBC) EXISTING BUILDING CODE: 2021 International Existing Building Code with local ammendments (IEBC) PLUMBING CODE: 2021 International Plumbing Code with local ammendments (IPC) MECHANICAL CODE: 2021 International Mechanical Code with local ammendments (IMC) ENERGY CODE: 2021 International Energy Conservation Code with local ammendments (IECC) ELECTRICAL CODE: 2023 National Electrical Code with local ammendments (NEC) FIRE CODE: 2021 International Fire Code with local ammendments (IFC) FUEL & GAS CODE: 2021 International Fuel and Gas Code with local ammendments (IFGC) ACCESSIBILITY CODE: 2010 ADA Guidelines for Accessible Design (ADA) 2012 Texas Accessibility Standards (TAS) CONSTRUCTION TYPE: TYPE IA FIRE SUPRESSION: NFPA 13 - FULLY SPRINKLED IBC CHAPTER 3 OCCUPANCY CLASSIFICATION Principal Occupancy: Section 303: Assembly: A-2 Section 304: Business: B Secondary Occupancies: Section 311: Storage: S-1 - a room or space used for storage purposes that is accessory to another occupancy shall be classified as part of that occupancy (311.1) IBC CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS Section 503 - General Building Height and Area Limitations 503.1 General: • Building height and areas are to comply with Sections 504 and 506 based on the construction as determined by Section 602 and the occupancies as determined by Section 302 503.1.4 Assembly occupancies shall be permitted on roofs of open parking spaces of Type I or Type II construction Section 504 - Building Height and Number of Stories Table 504.3 Allowable Building Height Above Grade Plane • A-2 (sprinkled) = Unlimited • B (sprinkled) = Unlimited Table 504.4 Allowable Number of Stories Above Grade Plane • A-2 (sprinkled) = Unlimited • B (sprinkled) = Unlimited Section 506 - Building Area Table 506.2 Allowable Area by Occupancy • A-2 (sprinkled) = Unlimited • B (sprinkled) = Unlimited Section 508 - Mixed Use and Occupancy 508.1 General: • Each portion of a building shall be individually classified in acordance with Section 302.1 508.2 Accessory Occupancies: • 508.2.1 - Accessory occupancies shall be individually classified in accordance with Section 302.1 508.3.3 Separation of occupancies: No separation is required between nonseparated occupancies. 508.4 Required separation of occupancies (hours) • Separation between occupancy A and S-1 (1 hour) • Separation between occupancy B and S-1 (no separation required) IBC CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES Section 705 - Exterior Walls 705.2 Exterior Wall Projections: • Projections from Type I construction shall be of noncombustible materials or combustible materials as allowed by sections 705.2.3.1 and 705.2.4. Projections shall not exceed any closer to the line used to determine the separation distance than shown in Table 705.2 • Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section for projections between the buildings. 705.3 Buildings on the Same Lot: • Two or more buildings on the same lot shall be considered as portions of one building if the aggregated area of such buildings is within the limits specified in Chapter 5 for a single building. 705.5 Fire-Resistance Ratings: • The required fire-resistance rating of exterior walls with a fire separation distance of greater than or equal to 10 feet shall be rated for exposure to fire from the inside. Table 705.5 Fire-Resistance Rating Requirements for Exterior Walls based on Fire Separation Distance Fire Separation Distance Type of Construction Occ. Group A, B X < 5' All 1 5’ ≤ X < 10’ IA 1 10' ≤ X < 30' IA 1 30' ≤ X IA 0 Table 705.8 Openings Fire Separation Distance Degree of Opening Protection Allowable Area 5' to 10' Unprotected, Sprinkled 25% 10' to 15' Unprotected, Sprinkled 45% 15' to 20' Unprotected, Sprinkled 75% 20' to 25' Unprotected, Sprinkled No Limit 705.11.1 Parapet Construction • Shall have the same fire-resistance rating as that required for the supporting wall, shall have noncombustible faces for the uppermost 18 inches, including counter flashing and coping materials. The height of the parapet shall not be less than 30 inches above the point where the roof surface and wall intersect. Section 707 - Fire Barriers 707.1 General: • Horizontal exits per 1026.1 • Separated occupancies per 508.4 Section 708 - Fire Partitions 708.1 General: • Walls separating dwelling units in the same building per 420.2 • Corridor walls per 1020.3 • Elevator lobby separation as required per 3006.3 Section 713 - Shaft Enclosures 713.2 Construction: • Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 713.4 Fire-Resistance Rating: • Shaft enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more. Section 716 - Opening Protectives 716.2.2.1 Door Asemblies in Corridors and Smoke Barriers: • Fire door assemblies required to have a minimum fire protection rating of 20 minutes where located in corridor walls or smoke barrier walls having a fire-resistance rating in accordance with Table 716.1(2) 716.2.2.1.1 Smoke and Draft Control: • The air leakage rate of the door assembly shall not exceed 3.0 cubic feet per minute per square foot of door opening at 10 inch of water for both the ambient temperature and elevated temperature test. Louvers shall be prohibited. 716.2.6.4 Automatic-Closing Fire Door Assemblies: • Automatic-closing fire door assemblies shall be self-closing in accordance with NFPA 80 716.2.6.6 Smoke Activated Doors: • Automatic-closing doors by actuation of smoke detectors installed in accordance with Section 907.3 or by loss of power to smoke detector or hold- open device. Doors shall not have more than a 10 second delay before the door starts to close. 716.3.2.1.2 Area Limitations: • The total area of the glazing in fire-protection rated window assemblies shall not exceed 25 percent of the area of a common wall with any room. IBC CHAPTER 8 INTERIOR FINISHES Section 803 - Wall and Ceiling Finishes 803.1.2 Interior Wall and Ceiling Finishes: • Class A = Flame spread index 0-25; smoke development index 0-450 • Class B = Flame spread index 26-75; smoke development index 0-450 • Class C = Flame spread index 76-200; smoke development index 0-450 Table 803.13 Interior Finish Requirements based on Occupancy: Occupancy Group Stairways, Ramps, Passageways Corridors, Exit Access Stairways/Ramps Rooms, Enclosed Spaces A-2 B B C B B C C Section 804 - Interior Floor Finish 804.2 Classification: • Interior floor finish and floor covering materials required by Section 804.4.2 to be of Class I or II materials shall be classified in accordance with NFPA 253. 804.4.1 Test Requirements: • In all occupancies, interior floor covering materials shall comply with the requirements of the DOC FF-1 "pill test" (CPSC 16 CFR Part 1630) or with ASTM D2859 804.4.2 Minimum Critical Radiant Flux: • Exception: where a building is equipped throughout with an automatic sprinkler system per NFPA 13, Class II materials are permitted in any area where Class I materials are required, and materials comply with DOC FF-1 "pill test". • Floors in Exit Enclosures, Exit Passageways and Corridors shall not be less than Class II. IBC CHAPTER 9 FIRE PROTECTION SYSTEMS Section 903 - Automatic Sprinkler System 903.3.1.1 NFPA 13 Sprinkler System: • Where provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 903.3.1.1.1 (when approved by the fire code official) 903.4 Sprinkler System Supervision and Alarms: • All valves on the building side of the water meter controlling the water supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air pressures and waterflow switches on all sprinkler systems shall be electrically supervised by a listed fire alarm control unit. Sprinkler and standpipe system water-flow detectors must be provided for each floor tap to the sprinkler system and must cause an alarm upon detection of water flow for more than 45 seconds. All control valves in the sprinkler and standpipe systems except for fire department hose connection valves must be electrically supervised to initiate a supervisory signal at thecentral station upon tampering. Section 905 - Standpipe Systems 905.3.1 Height: • Class III standpipe systems are required throughout buildings where highest level exceeds 30 feet. • Exception 1: Class I standpipes are allowed with sprinklers. 905.4 Location of Class I Standpipe Hose Connections: • In every required exit stairway, a hose connection shall be provided for each story above and below grade. Hose connections shall be located at an intermediate landing between stories, unless otherwise approved by the fire code official. • When required by this chapter, standpipe connections shall be places adjacent to all required exits to the structure and at 200 foot intervals along major corridors thereafter, or as otherwise approved by the fire code official. Section 906 - Portable Fire Extinguishers Table 906.3 Fire Extinguishers for Class A Fire Hazards: • Maximum travel distance to extinguisher is 75 feet. Section 907 - Fire Alarm and Detection Systems 907.5.2.2 Emergency Voice/alarm Communication System: • Emergency voice/alarm communication systems required by this code shall be designed and installed in accordance with NFPA 72 907.5.2.3.1 Public Use Areas and Common Use Areas: • Visible alarm notification appliances shall be provided in public use areas and common use areas. Section 1003 - General Means of Egress 1003.2 Ceiling Height: • Ceiling shall not be less than 7 ft 6 in 1003.3 Protruding Objects: • Protruding objects are permitted to extend below the ceiling to a min. of 80 inches, not more than 50% of the ceiling area shall be reduced 1003.3.3 Horizontal Projections: • Structural elements, fixtures, or furnishings shall not project horizontally from either side more than 4 inches over any walking surface between the heights of 27-8 inches Section 1004 - Occupant Load 1004.1 Design Occupant Load: • In determining means of egress requirements, the number of occupants for whom means of egress facilities are provided shall be determines in accordance with this section. (See Table 1004.5) 1004.7 Outdoor Areas: • Yards, patios, courts and similar outdoor areas accessible to ad usable by the building occupants shall be provided with means of egress as required by this chapter. The occupant load of such outdoor areas shall be assigned by the building official in accordance with the anticipated use. Where outdoor areas are to be used by persons in addition to the occupants of the building, and the path of egress travel from the outdoor areas passes through the building, means of egress requirements for the building shall be based on the sum of the occupant loads of the building plus the outdoor areas. Section 1005 - Means of Egress Sizing 1005.3 Required Egress Width: • Doors capacity factor will be reduced to 0.15 inches per occupant, and stairway capacity factor will be reduced to 0.2 inches per occupant from including automatic sprinklers and emergency voice/alarm system per 907.5.2.2 1005.5 Distribution of Egress Capacity: • The means of egress shall be configured so that the loss of any one exit shall not reduce the available capacity to less than 50% of the required capacity. Section 1006 - Number of Exits and Exit Access Doorways Table 1006.2.1 Common Path of Egress Travel Distance: • Maximum 75 ft for occupancy type A with automatic sprinkler system 1006.3.3 Egress Based on Occupancy Load: • Each story and occupied roof shall have the minimum number of independent exits, or access to exits, as specified in Table 1006.3.3 (See Table 1006.3.3) Section 1007 - Exit and Exit Access Doorway Configuration 1007.1.1 Two Exits or Exit Access Doorways: • Where a building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the separation distance shall be not less than 1/3rd of the length of the maximum overall diagonal dimension of the area served. Section 1010 - Doors, Gates, and Turnstiles 1010.1.1 Size of Doors: • 32" (2'-8") minimum width • 80" (6'-8") minimum height 1010.1.2.1 Direction of Swing: • Doors shall swing in the direction of egress travel where serving a room or area containing an occupant load of 50 or more persons. Section 1015 - Guards 1015.2 Where Required: • Guards shal be located along open-sided walking surfaces that are located more than 30 inches measured vertically to the floor or grade below at any point within 36 inches horizontally to the edge of the open side. 1015.3 Height: • 42 inches high measured from adjacent walking surface 1015.6 Mechanical Equipment, Systems and Devices: • Where required service is located within 10 feet of a roof edge Section 1017 - Exit Access Travel Distance Table 1017.2 Exit Access Travel Distance: • Maximum 250 ft for occupancy type A with automatic sprinkler system Section 1020 - Corridors 1020.2 Construction: • Per Table 1020.1 - fire-resistance rating serving occupancy A, B, & S with sprinkler system is 0 1020.3 Width and Capacity: • Corridor width shall not be less than 44" (3'-8") minimum 1020.5 Dead Ends: • Where more than one exit or exit access doorway is required, the exit access shall be arranged such that dead-end corridors do not exceed 20 feet in length Section 1024 - Exit Passageways 1024.2 Width and Capacity: • Minimum of 44 inches with a 1-HR or greater fire rated enclosure 1 LEVEL 1 - OCCUPANCY CLASSIFICATION PLAN G120 1/16" = 1'-0" GSF AREA BY BUILDING BY OCCUPANCY A-2 3777.08 SF B 986.73 SF S-1 252.85 SF TOTAL BUILDING GSF 5016.66 SF OCCUPANCY CLASSIFICATION BY ROOM Building Occupancy Room Name Area A-2 A-2 GREEN ROOM 161.10 SF A-2 MAIN EVENT SPACE 3615.98 SF B B RESTROOMS 397.38 SF B BACKSTAGE / PREP AREA 589.35 SF S-1 S-1 EVENT STORAGE 202.94 SF S-1 JANITOR 49.91 SF Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 7/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE CODE SUMMARY SHEET NUMBER G120 © 2025 BKV Group B K V G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com GENERAL NOTES: 1. LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. 2. LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. 3. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 4. LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 5. LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'-0" CLEARANCE). 6. UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. 7. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. 8. ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN THE ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. 9. LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN THE PLANT MATERIAL SELECTIONS AND OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE PLANT MATERIAL SELECTIONS OR SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. 10. LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS-BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. 11. NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 12. SYNTHETIC TURF AREAS DISTURBED DUE TO GRADING SHALL BE REPLACED. 13. WHERE TURF ABUTS PAVED SURFACES, FINISHED GRADE OF TURF SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 14. CONTRACTOR SHALL REVIEW EXISTING DRAINAGE IN TURF AREA; REPLACE OR FIX ANY DAMAGED DRAINS/ PLUMBING TO ENSURE POSITIVE DRAINAGE UPON PROJECT COMPLETION. 15. PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. 16. LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. 17. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 18. LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEARS FROM THE DATE OF THE OWNER ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 19. PLANTING AREAS (NOT OVER STRUCTURE) RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 18" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST OR MANURE AND 10 PARTS SAND. 20. ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. 21. SHRUB BED MASSINGS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT WEED BARRIER. 23. REFER TO CIVIL FOR SITE DEMOLITION INFORMATION. 24. REFER TO CIVIL FOR ADDITIONAL SITE GRADING AND UTILITY INFORMATION 25. IF A DISCREPANCY EXISTS BETWEEN THE NUMBER OF PLANTS SHOWN IN THE PLANT MATERIALS SCHEDULE AND THE PLANS, THE PLANS SHALL GOVERN. 26. CONTRACTOR SHALL STAKE OUT LOCATION OF ALL PROPOSED TREES FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 27. CONTRACTOR SHALL INSTALL IMPLEMENT AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES IN ACCORDANCE WITH THE MOST CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) SWPP REQUIREMENTS AND ANY ADDITIONAL LOCAL MUNICIPAL CODES. - MEASURES MAY INCLUDE, BUT ARE NOT LIMITED TO: SILT FENCING, INLET PROTECTION, STABILIZED CONSTRUCTION ENTRANCES, AND SEDIMENT TRAPS. 28. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SWPP LOGS, REGULAR INSPECTIONS, AND ANY REQUIRED CORRECTIVE ACTIONS THROUGHOUT CONSTRUCTION 29. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING PER DETAIL AT THE LIMITS OF DISTURBANCE OR AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. 30. NO GRADING, TRENCHING, STORAGE, OR VEHICLE TRAFFIC IS ALLOWED WITHIN THE DRIPLINEOF EXISTING TREES TO REMAIN. 31. IF ROOT PRUNING IS REQUIRED, IT SHALL BE DONE CLEANLY WITH HAND TOOLS UNDER SUPERVISION OF CERTIFIED ARBORIST. 32. CONTRACTOR SHALL COORDINATE MATERIAL AND EQUIPMENT STAGING AREAS AS LONG AS CONSTRUCTION ACCESS POINTS WITH OWNER, ARCHITECT, AND LANDSCAPE ARCHITECT PRIOR TO MOBILIZATION. 33. NO MATERIAL SHALL BE STORED OR STAGED IN AREAS DESIGNATED TO REMAIN UNDISTURBED, INCLUDING EXISTING VEGETATION OR PROTECTED ZONES. 34. ACCESS ROUTES MUST BE LIMITED TO APPROVED PATHS ONLY; PROTECTIVE MATS SHALL BE USED WHERE REPEATED ACCESS IS NEEDED. 35. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION WALK WITH THE OWNER'S REPRESENTATIVE, ARCHITECT, AND LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 36. ALL FIELD MODIFICATIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO IMPLEMENTATION. IRRIGATION NOTES: 1. CONTRACTOR SHALL PROVIDE TEMPORARY IRRIGATION OR HAND-WATERING, AS NEEDED, TO ESTABLISH NEW PLANTINGS UNTIL PERMANENT IRRIGATION IS OPERATIONAL. 2. CONTRACTOR TO COORDINATE WITH IRRIGATION SUBCONTRACTOR TO ENSURE PROTECTIOON OF EXISTING SYSTEMS AND CONNECTIONS DURING CONSTRUCTION. 3. CONTRACTOR SHALL SUBMIT AS-BUILT IRRIGATION PLANS SHOWING INSTALLED COMPONENTS AND CONTROLLER ZONES PRIOR TO FINAL ACCEPTANCE. 4. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DESIGN+BUILD IRRIGATION PLAN AND SPECIFICATIONS SUBMITTAL/SHOP DRAWINGS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. 5. SHRUB & PERENNIAL BEDS TO BE IRRIGATED WITH DRIP IRRIGATION. SOD TO BE IRRIGATED WITH SPRAY, ROTORS OR ROTATOR HEADS AS REQUIRED. 6. LANDSCAPE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY A STATE LICENSED IRRIGATOR (OR EQUIVALENT LICENSED PROFESSIONAL). 7. LANDSCAPE CONTRACTOR SHALL PROVIDE OWNER WITH AS-BUILT PLANS FOR INSTALLED SYSTEM. 8. LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIALS GROWTH REQUIREMENTS. 9. LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTING AREAS. 10. COORDINATE IRRIGATION SLEEVING LOCATIONS WITH GENERAL CONTRACTOR. 11. RAIN & FREEZE SENSORS TO BE INCLUDED WITHIN THE IRRIGATION DESIGN. 12. IRRIGATION LIMITS TO EXTEND TO STREET BACK OF CURB EXCEPT WHERE PROHIBITED BY LOCAL CODE OR ORDINANCE. 13. LANDSCAPE IRRIGATION SYSTEM SHALL COMPLY WITH ALL LOCAL, STATE & FEDERAL CODES & ORDINANCES. 14. HAND TRENCHING REQUIRED WITHIN ROOT ZONE OF ANY EXISTING TREE. 15. CONTRACTOR SHALL CONFIRM MIN. STATIC WATER PRESSURE OF 60psi. 1. ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON OWNER-FURNISHED DRAWINGS. NO AS-BUILT OR SURVEY PROVIDED. BKV GROUP OFFERS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, AND EXISTING SITE GRADES PRIOR TO BIDDING AND PRIOR TO THE START OF WORK. 3. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. SITE PLAN NOTES: ELEVATION LEVEL: INDICATES FLOOR LEVEL INDICATES FLOOR LEVEL ELEVATION 1 A101 INDICATES EXTERIOR ELEVATION NUMBER INDICATES SHEET WHERE EXTERIOR ELEVATION IS DRAWN EXTERIOR ELEVATION: A101 1 1 A101 1 A101 INDICATES DETAIL CALLOUT NUMBER INDICATES SHEET WHERE DETAIL CALLOUT IS DRAWN DETAIL CALLOUT: INDICATES DETAIL NUMBER INDICATES SHEET WHERE DETAIL IS DRAWN DETAIL CALLOUT: INDICATES BUILDING SECTION NUMBER INDICATES SHEET WHERE BUILDING SECTION IS DRAWN BUILDING SECTION: ? A101 1 DETAIL: INDICATES AREA OF DETAIL CUT PARALLEL TO VIEW A101 1 DETAIL PLAN OR ELEVATION: INDICATES AREA OF ENLARGED PLAN OR ENLARGED ELEVATION INDICATES AREA OF DETAIL CUT PERPENDICULAR TO VIEW REVISION: 1 1 REVISION CLOUD: REVISION NUMBER - SEE REVISION HISTORY ON TITLE BLOCK OF EACH SHEET REVISION NUMBER - SEE REVISION HISTORY ON TITLE BLOCK OF EACH SHEET KEYNOTE: SEE CORRESPONDING NUMBERED KEY NOTE ON SHEET WHERE REFERENCE OCCURS GENERAL ABBREVIATIONS AD = AREA DRAIN (HARDSCAPE) BS = BOTTOM STEP CL = CENTER LINE EJ = EXPANSION JOINT GB = GRADE BREAK HP = HIGH POINT LP = LOW POINT PD = AREA DRAIN (PLANTING) POB = POINT OF BEGINNING TC = TOP OF CURB TR = TOP OF RAMP TS = TOP STEP TW = TOP OF WALL GENERAL CENTER LINE CL EJ LIMIT OF WORK MATCH LINE EXPANSION JOINT CONTROL JOINT STEEL EDGING GRADE BREAK REFERENCE SYMBOLS GB INDICATES ACCESSIBLE EXTERIOR DOOR LOCATION * GRADING LEGEND PROPOSED SPOT ELEVATION MATCH EXISTING ELEVATION TOP OF STEP BOTTOM OF STEP TOP OF RAMP BOTTOM OF RAMP SLOPE INDICATOR TOP OF CURB BOTTOM OF CURB FINISH FLOOR ELEVATION GRADE BREAKLINE 42.05 42.05 ME 42.05 TS 42.05 BS 42.05 TR 42.05 BR 42.05 TC 42.05 BC FFE = 42.05 2% MAX. FINISH GRADE (LANDSCAPE) FG FINISH SURFACE (HARDSCAPE) FS POOL COPING PC TOP OF DRAIN TD RIM ELEVATION/INVERT ELEVATION RIM/INV WATER LEVEL WL Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt11/20/2025 3:49:09 PM SHEET NUMBER SHEET NAME ISSUE 01DESIGN DEVELOPMENT50% CD SET100% CD SETPERMIT SETISSUE 06ISSUE 07 A - GENERAL L-002 LANDSCAPE NOTES / GRAPHIC LEGEND X X X X L-003 OVERALL SITE REFERENCE PLAN X X X X B - REMOVAL LD-001 EXISTING SITE PLAN X X X X C - GRADING LG-100 GRADING PLAN X D - LANDSCAPE LS-100 OVERALL LANDSCAPE SITE PLAN X X X X LS-501 LANDSCAPE DETAILS X X X X F - LIGHTING LL-100 OVERALL LIGHTING PLAN X X X X G - PLANTING LP-100 OVERALL PLANTING PLAN X X X X LP-501 PLANTING DETAILS X X X X LP-502 SOUTHLAKE DETAILS X X X X CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION DRAWN BY CHECKED BY COMMISSION NUMBER EN CK 2695.01 Collin Glen Koonce License Number Date 2939 11/21/2025 SHEET TITLE LANDSCAPE NOTES / GRAPHIC LEGEND SHEET NUMBER © 2019 BKV Group L-002 Collin Glen Koonce License Number Date 2939 11/21/2025 VAN BKV G R O U P A 1 Sim 1LD-001 Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:09 PM DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE OVERALL SITE REFERENCE PLAN SHEET NUMBER 0' 15' - 0" 30' - 0" 60' - 0" 120' - 0" PLAN NORTH © 2019 BKV Group L-003 Collin Glen Koonce License Number Date 2939 11/21/2025 BKV Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:11 PM EXISTING BUILDING EX. IN-GROUND EXISTING TREE UP-LIGHTING SPEAKERS EX. FENCE & GATE TO BE REMOVED WITHIN DEMO HATCH EX. WALKWAY TO REMAIN EX. FENCE & GATE TO BE REMOVED WITHIN DEMO HATCH EX. BELOW GRADE STORM UTILITY. LOCATION TO BE FIELD VERIFIED AREA OF DEMOLITION REFER TO ARCH. SITE PLANS EX. IN-GROUND SPEAKERS EX. IN-GROUND SPEAKERS EX. AREA DRAIN EX. IN-GROUND SPEAKERS EX. IN-GROUND SPEAKERS EX. BELOW GRADE STORM UTILITY. LOCATION TO BE FIELD VERIFIED EX. IN-GROUND SPEAKERS EX. IN-GROUND SPEAKERS EX. IN-GROUND SPEAKERS EX. SYNTHETIC LAWN TO REMAIN AND BE PROTECTED EX. AREA DRAIN EX. IN-GROUND SPEAKERS EX. AREA DRAIN EXISTING TREE UP-LIGHTING EX. POOL ENCLOSURE TO REMAIN AND BE PROTECTED EX. BELOW GRADE STORM UTILITY. LOCATION TO BE FIELD VERIFIED EX. AREA DRAIN EXISTING TREE UP-LIGHTING EX. AREA DRAIN EX. IN-GROUND SPEAKERS EXISTING BUILDING EX. WALKWAY TO REMAIN NOTE: LANDSCAPE ARCHITECT TO REVIEW EXISTING UP-LIGHTING & LANDSCAPE SPEAKERS WITH MAINTENANCE MANAGER & OWNER FOR FUNCTIONALITY. EX. SHADED PATIO TO REMAIN AND BE PROTECTED - REF. ARCH. FOR SCOPE OF WORK 1. 2. 3. GRAPHIC LEGEND: CONCRETE #1, TYP. DEMOLITION AREA (SEE SPEC) PLANTING AREAS SYNTHETIC TURF (SEE LP SERIES) (SEE MAT. SCHEDULE) SITE PLAN NOTES: ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON OWNER-FURNISHED DRAWINGS. NO AS-BUILT OR SURVEY PROVIDED. BKV GROUP OFFERS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, AND EXISTING SITE GRADES PRIOR TO BIDDING AND PRIOR TO THE START OF WORK. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE EXISTING SITE PLAN SHEET NUMBER EXISTING SITE PLAN LD-001 1" = 10'-0" 0' 5' - 0" 10' - 0" 20' - 0" 40' - 0" LD-001 TRUE NORTH © 2019 BKV Group 1 Collin Glen Koonce License Number Date 2939 11/21/2025 BKV Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:15 PM EXISTING BUILDING NOTE: PATTERN TBD BY OWNER EX. SHADED PATIO TO REMAIN AND BE PROTECTED; REF. ARCH FOR SCOPE OF WORK EXISTING FENCE TO REMAIN & BE REPOSITIONED 2 DECORATIVE METAL PANELS LS-100 1" = 10'-0" GATE POSITIONED TO NEW PATHWAYS INTEGRAL COLOR EX. POOL ENCLOSURE TO CONCRETE w/ ROCK SALT REMAIN AND BE PROTECTED FINISH TO MATCH POOL DECK - SUBMIT COLOR FOR LA APPROVAL EX. WALKWAY TO REMAIN EXISTING FENCE TO REMAIN & BE PROTECTED 3 LED OUTDOOR DISPLAY LS-100 1/2" = 1'-0" EX. SYNTHETIC LAWN TO REMAIN AND BE PROTECTED GRAPHIC LEGEND: CONCRETE #1, TYP. DEMOLITION AREA (SEE SPEC) EXISTING BUILDING PLANTING AREAS SYNTHETIC TURF (SEE LP SERIES) (SEE MAT. SCHEDULE) EX. WALKWAY TO REMAIN SITE PLAN NOTES: 1. ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON OWNER-FURNISHED DRAWINGS. NO AS-BUILT OR SURVEY PROVIDED. BKV GROUP OFFERS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING LED OUTDOOR CONDITIONS. SCREEN - MIRACKLE NOVASTAR P2.97 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT OUTDOOR NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, AND EXISTING SITE GRADES PRIOR TO BIDDING AND PRIOR TO THE START OF WORK. 3. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. DECORATIVE SCREEN FENCE w/ I-BEAM POSTS TO REPLACE EXISTING FENCE IN DEMO AREA G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET CERTIFICATION DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE OVERALL LANDSCAPE SITE PLAN SHEET NUMBER 1 LANDSCAPE PLAN LS-100 1" = 10'-0" 0' 5' - 0" 10' - 0" 20' - 0" 40' - 0" LS-100 TRUE NORTH © 2019 BKV Group Collin Glen Koonce License Number Date 2939 11/21/2025 CONC. WALK REF. PLANS FOR FINISH BUILDING REF. ARCH/STRUCT FOR SLAB REF. PLAN FOR FINISH PLANTING CURB & GUTTER CONC. DRIVE BKV CONCRETE WALK / SLAB ISOLATION JOINT; SEALANT REF. PLANS REF. CIVIL REF. CIVIL G R O U P THICKNESS, SUB-GRADE, COLOR TO MATCH NOTE: MIX CONCRETE 1/4" MAX. SAWCUT OR HAND-TOOLED CONTROL JOINT, REFER TO PLANS FOR JOINT LAYOUT & SPACING 1/8" TYP. 1/4" MAX. • • • REF. PLAN FOR JOINT PLACEMENT AND JOINT DETAILS FOR ADDITIONAL INFORMATION. SURFACE FINISH PER LANDSCAPE PLANS AND SCHEDULES. CONFIRM LOCAL JURISDICTIONAL REQUIREMENTS DESIGN AND REINF. PER CIVIL ENG. DETAILS FLUSH CONCRETE TOPPING SLAB, FINISH TO MATCH EXTERIOR PAVING CONC. CURB AND GUTTER (REF. CIVIL) Architecture Interior Design Landscape Architecture PRIOR TO INSTALLATION; LOCAL STANDARDS 4" PED. Engineering SHALL OVERRIDE DETAILS HEREIN 1 / 4DEPTH OF SLAB 1" @ LAWN 2" @ PLANTING REF. CIVIL FOR SLAB THICKNESS, 1412 Main Street VARIES REF. PLANS REINFORCING 1/2" RADIUS Adolphus Tower & DOWEL 2% MAX., 1% MIN. Suite 700 FINISH GRADE 1 / 4 GENERAL NOTES: 1. LOCAL JURISDICTIONAL DETAILS AND REQUIREMENTS SHALL OVERRIDE ANY Dallas, TX DETAILS HEREIN. 2. REF. PLANS FOR JOINT SPACING AND LAYOUT 3. FOR LINEAR SIDEWALKS SPACE JOINTS AS 2" 4" 3000psi CONCRETE w/ #3 BARS ISOLATION JOINT - NO BUILDING FOUNDATION, @ 18" O.C.E.W. DOWEL COMPACTED SUBGRADE 75202 REF. PER FOLLOWS: 972.898.2841 STRUCTURAL DRAWINGS CIVIL AND/OR GEOTECH - CONTROL JOINTS: EQUAL TO WIDTH OF 8" 2" THICKENED EDGE @ ALL EDGES RECOMMENDATION WALK - EXPANSION JOINTS: EQUAL TO 5X WIDTH OF www.bkvgroup.com WALK. 2 SIDEWALK TYP. 3 CONC TOPPING SLAB AT BLDG DROP SLAB TYP. 4 PLANTING AT CURB TYP. SCORE JOINT SAWCUT JOINT LS-501 1" = 1'-0" LS-501 1" = 1'-0" LS-501 1" = 1'-0" CONSULTANTS BY LANDSCAPE 3/8". 3/8". CONC. WALK 1' - 6" 6" REF. PLANS FOR FINISH DISMOUNT CURB CURB CONC. WALK PLNTG. OR LAWN 1/8". 3/8". SELF-LEVELING ELASTOMERIC SEALANT; COLOR TO MATCH 1/8". 3/8". REF. PLANS FOR FINISH REF. PLANS CONCRETE AS SELECTED IN MOCK-UP PRE-MOLDED FIBER BOARD w/ REMOVABLE SEALANT STRIP REF. PLANS FOR TYPE&FINISH EXP. JOINT. 3/8" EXPANSION MATERIAL W/ SEALENT, COLOR TO MATCH 1 5/8" @ PLNTR. 1" @LAWN 4" PED. CONCRETE 4" PED. CONC. CURB AND GUTTER (REF. CIVIL) PROJECT TITLE WESTIN EVENT ISOLATION JOINT #4 x 18" SMOOTH DOWEL w/ BASKET, DAYTON SUPERIOR K5 TYPE D OR EQUAL, ONE GREASED END, 18" O.C., MIN. 6" FROM EDGE OF WALK OR SLAB NO DOWEL EXPANSION JOINT NOTE: REF. PLAN FOR DISMOUNT CURB PLANTING/WALK ADJACENCIES- REFER TO STANDARD WALK DETAILS. CONCRETE WALK / SLAB THICKNESS, SUB-GRADE, MIX DESIGN AND REINF. PER CIVIL ENG. DETAILS VENUE ADDITION 1 LS-501 CONC SIDEWALK JOINT DETAILS 1 1/2" = 1'-0" 5 LS-501 CONCRETE @ CURB - TYP. 1" = 1'-0" 6 LS-501 SIDEWALK PLANTER TYP. 1" = 1'-0" ISSUE # DATE 04/25/2025 07/31/2025 10/17/2025 11/21/2025 DESCRIPTION DESIGN DEVELOPMENT 50% CD SET 100% CD SET PERMIT SET PLANTING AREA CONC. MOW EDGE 1' - 0" 2~ NO. 4 BARS CONT. SYNTHETIC TURF 8" 1" 2" X 4" RECYCLED PLASTIC LUMBER PERIMETER NAILER BOARD, ATTACHED TO CIP CONCRETE REF. MANUFACTURER SPECS WITH (1) 4" EXPANSION ANCHOR EVER 24" O.C. FOR SYNTHETIC TURF INSTALL SYNTHETIC TURF; REF. MAT. SCHEDULE L-004 SYNTHETIC TURF PROFILE; NON-WOVEN GEOTEXTILE REF. SPEC(S) OPEN GRADED AGGREGATE; 3/4" CLEAN, TYP. FABRIC FILTER FABRIC, TYP. COMPACTED SUBGRADE AT GRADE ASSEMBLY COMPACTED SUBGRADE, TYP. 7 CONC. MOW EDGE - TYP. 8 SYNTHETIC TURF DETAIL PROFILE - TYP. LS-501 LS-501 1 1/2" = 1'-0" 3/4" = 1'-0" CERTIFICATION Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:15 PM DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE LANDSCAPE DETAILS SHEET NUMBER LS-501 © 2019 BKV Group Collin Glen Koonce License Number Date 2939 11/21/2025 F E C 1.5% CROSS SLOPE TO DRAIN N IDRA OT EPOLSSLOPE TO DRAIN BKV G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS FEC PROJECT TITLE TP 651.48 WESTIN EVENT SLOPE TO DRAIN VENUE ADDITION PROPOSED ATRIUM DRAIN TP 651.12 TP 651.12 TP 651.19 TP 651.19 TP 651.19 ISSUE # DATE 11/21/2025 DESCRIPTION PERMIT SET EX. AREA DRAIN TP 651.27 TI 650.35 TP 651.12 TP 651.10 TP 651.19 TP 651.43 FFE 651.5 TP 651.48 TP 650.15 TP 651.43 EX. AREA DRAIN TP 650.02 EX. BELOW GRADE STORM UTILITY. LOCATION TO BE FIELD VERIFIED EX. INLET DRAIN REQUIRED INLET TC 649.85 PROTECTION TI 649.70 TC 649.85 650.40 EX. POOL ENCLOSURE TO EX. AREA DRAIN TP 650.03 REMAIN AND BE PROTECTED TC 650.50 TP 650.94 TI 650.35 651.10 TP 651.14 TC 650.45 TC 651.15 TP 651.24 TP 651.30 TC 651.00 EX. AREA DRAIN TP 651.20 650.80 TP 650.65 TI 650.80 EX. SYNTHETIC LAWN TO EX. INLET DRAIN. PROVIDE INLET TC 651.15 PROTECTION REMAIN AND BE PROTECTED TP 651.25 TP 651.36 TP 651.48 EX. BELOW GRADE STORM UTILITY. LOCATION TO BE FIELD VERIFIED TI 649.70 EX. AREA DRAIN TP 651.48 TP 651.03 TP 651.35 TC 649.85 TP 650.97 TP 651.48 TP 651.32 TP 651.48 NOTES: EXISTING GRADING DESIGN AND DRAINAGE SYSTEM SHALL BE CERTIFICATION PROTECTED AND MAINTAINED. VERIFY EXISTING CONDITIONS. EX. INLET DRAIN REQUIRED INLET PROTECTION DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE GRADING PLAN SHEET NUMBER GRADING PLAN LG-100 1/16" = 1'-0" 0' 8' - 0" 16' - 0" 32' - 0" 64' - 0" LG-100 TRUE NORTH © 2019 BKV Group Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:12 PM 1 Collin Glen Koonce License Number Date 2939 11/21/2025 BKV Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:15 PM EXISTING BUILDING NOTE: PATTERN TBD BY OWNER EX. SHADED PATIO TO REMAIN AND BE PROTECTED; REF. ARCH FOR SCOPE OF WORK EXISTING FENCE TO REMAIN & BE REPOSITIONED 2 DECORATIVE METAL PANELS LS-100 1" = 10'-0" GATE POSITIONED TO NEW PATHWAYS INTEGRAL COLOR EX. POOL ENCLOSURE TO CONCRETE w/ ROCK SALT REMAIN AND BE PROTECTED FINISH TO MATCH POOL DECK - SUBMIT COLOR FOR LA APPROVAL EX. WALKWAY TO REMAIN EXISTING FENCE TO REMAIN & BE PROTECTED 3 LED OUTDOOR DISPLAY LS-100 1/2" = 1'-0" EX. SYNTHETIC LAWN TO REMAIN AND BE PROTECTED GRAPHIC LEGEND: CONCRETE #1, TYP. DEMOLITION AREA (SEE SPEC) EXISTING BUILDING PLANTING AREAS SYNTHETIC TURF (SEE LP SERIES) (SEE MAT. SCHEDULE) EX. WALKWAY TO REMAIN SITE PLAN NOTES: 1. ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON OWNER-FURNISHED DRAWINGS. NO AS-BUILT OR SURVEY PROVIDED. BKV GROUP OFFERS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING LED OUTDOOR CONDITIONS. SCREEN - MIRACKLE NOVASTAR P2.97 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT OUTDOOR NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, AND EXISTING SITE GRADES PRIOR TO BIDDING AND PRIOR TO THE START OF WORK. 3. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. DECORATIVE SCREEN FENCE w/ I-BEAM POSTS TO REPLACE EXISTING FENCE IN DEMO AREA G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET CERTIFICATION DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE OVERALL LANDSCAPE SITE PLAN SHEET NUMBER 1 LANDSCAPE PLAN LS-100 1" = 10'-0" 0' 5' - 0" 10' - 0" 20' - 0" 40' - 0" LS-100 TRUE NORTH © 2019 BKV Group Collin Glen Koonce License Number Date 2939 11/21/2025 CONC. WALK REF. PLANS FOR FINISH BUILDING REF. ARCH/STRUCT FOR SLAB REF. PLAN FOR FINISH PLANTING CURB & GUTTER CONC. DRIVE BKV CONCRETE WALK / SLAB ISOLATION JOINT; SEALANT REF. PLANS REF. CIVIL REF. CIVIL G R O U P THICKNESS, SUB-GRADE, COLOR TO MATCH NOTE: MIX CONCRETE 1/4" MAX. SAWCUT OR HAND-TOOLED CONTROL JOINT, REFER TO PLANS FOR JOINT LAYOUT & SPACING 1/8" TYP. 1/4" MAX. • • • REF. PLAN FOR JOINT PLACEMENT AND JOINT DETAILS FOR ADDITIONAL INFORMATION. SURFACE FINISH PER LANDSCAPE PLANS AND SCHEDULES. CONFIRM LOCAL JURISDICTIONAL REQUIREMENTS DESIGN AND REINF. PER CIVIL ENG. DETAILS FLUSH CONCRETE TOPPING SLAB, FINISH TO MATCH EXTERIOR PAVING CONC. CURB AND GUTTER (REF. CIVIL) Architecture Interior Design Landscape Architecture PRIOR TO INSTALLATION; LOCAL STANDARDS 4" PED. Engineering SHALL OVERRIDE DETAILS HEREIN 1 / 4DEPTH OF SLAB 1" @ LAWN 2" @ PLANTING REF. CIVIL FOR SLAB THICKNESS, 1412 Main Street VARIES REF. PLANS REINFORCING 1/2" RADIUS Adolphus Tower & DOWEL 2% MAX., 1% MIN. Suite 700 FINISH GRADE 1 / 4 GENERAL NOTES: 1. LOCAL JURISDICTIONAL DETAILS AND REQUIREMENTS SHALL OVERRIDE ANY Dallas, TX DETAILS HEREIN. 2. REF. PLANS FOR JOINT SPACING AND LAYOUT 3. FOR LINEAR SIDEWALKS SPACE JOINTS AS 2" 4" 3000psi CONCRETE w/ #3 BARS ISOLATION JOINT - NO BUILDING FOUNDATION, @ 18" O.C.E.W. DOWEL COMPACTED SUBGRADE 75202 REF. PER FOLLOWS: 972.898.2841 STRUCTURAL DRAWINGS CIVIL AND/OR GEOTECH - CONTROL JOINTS: EQUAL TO WIDTH OF 8" 2" THICKENED EDGE @ ALL EDGES RECOMMENDATION WALK - EXPANSION JOINTS: EQUAL TO 5X WIDTH OF www.bkvgroup.com WALK. 2 SIDEWALK TYP. 3 CONC TOPPING SLAB AT BLDG DROP SLAB TYP. 4 PLANTING AT CURB TYP. SCORE JOINT SAWCUT JOINT LS-501 1" = 1'-0" LS-501 1" = 1'-0" LS-501 1" = 1'-0" CONSULTANTS BY LANDSCAPE 3/8". 3/8". CONC. WALK 1' - 6" 6" REF. PLANS FOR FINISH DISMOUNT CURB CURB CONC. WALK PLNTG. OR LAWN 1/8". 3/8". SELF-LEVELING ELASTOMERIC SEALANT; COLOR TO MATCH 1/8". 3/8". REF. PLANS FOR FINISH REF. PLANS CONCRETE AS SELECTED IN MOCK-UP PRE-MOLDED FIBER BOARD w/ REMOVABLE SEALANT STRIP REF. PLANS FOR TYPE&FINISH EXP. JOINT. 3/8" EXPANSION MATERIAL W/ SEALENT, COLOR TO MATCH 1 5/8" @ PLNTR. 1" @LAWN 4" PED. CONCRETE 4" PED. CONC. CURB AND GUTTER (REF. CIVIL) PROJECT TITLE WESTIN EVENT ISOLATION JOINT #4 x 18" SMOOTH DOWEL w/ BASKET, DAYTON SUPERIOR K5 TYPE D OR EQUAL, ONE GREASED END, 18" O.C., MIN. 6" FROM EDGE OF WALK OR SLAB NO DOWEL EXPANSION JOINT NOTE: REF. PLAN FOR DISMOUNT CURB PLANTING/WALK ADJACENCIES- REFER TO STANDARD WALK DETAILS. CONCRETE WALK / SLAB THICKNESS, SUB-GRADE, MIX DESIGN AND REINF. PER CIVIL ENG. DETAILS VENUE ADDITION 1 LS-501 CONC SIDEWALK JOINT DETAILS 1 1/2" = 1'-0" 5 LS-501 CONCRETE @ CURB - TYP. 1" = 1'-0" 6 LS-501 SIDEWALK PLANTER TYP. 1" = 1'-0" ISSUE # DATE 04/25/2025 07/31/2025 10/17/2025 11/21/2025 DESCRIPTION DESIGN DEVELOPMENT 50% CD SET 100% CD SET PERMIT SET PLANTING AREA CONC. MOW EDGE 1' - 0" 2~ NO. 4 BARS CONT. SYNTHETIC TURF 8" 1" 2" X 4" RECYCLED PLASTIC LUMBER PERIMETER NAILER BOARD, ATTACHED TO CIP CONCRETE REF. MANUFACTURER SPECS WITH (1) 4" EXPANSION ANCHOR EVER 24" O.C. FOR SYNTHETIC TURF INSTALL SYNTHETIC TURF; REF. MAT. SCHEDULE L-004 SYNTHETIC TURF PROFILE; NON-WOVEN GEOTEXTILE REF. SPEC(S) OPEN GRADED AGGREGATE; 3/4" CLEAN, TYP. FABRIC FILTER FABRIC, TYP. COMPACTED SUBGRADE AT GRADE ASSEMBLY COMPACTED SUBGRADE, TYP. 7 CONC. MOW EDGE - TYP. 8 SYNTHETIC TURF DETAIL PROFILE - TYP. LS-501 LS-501 1 1/2" = 1'-0" 3/4" = 1'-0" CERTIFICATION Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:15 PM DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE LANDSCAPE DETAILS SHEET NUMBER LS-501 © 2019 BKV Group Collin Glen Koonce License Number Date 2939 11/21/2025 BKV PATHWAY BOLLARD LIGHT PATHWAY BOLLARD LIGHT PATHWAY BOLLARD LIGHT G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:49:17 PM DRAWN BY CHECKED BY COMMISSION NUMBER SHEET TITLE EN CK 2695.01 NOTE: LANDSCAPE ARCHITECT TO REVIEW EXISTING UP-LIGHTING & LANDSCAPE SPEAKERS WITH MAINTENANCE MANAGER & OWNER FOR FUNCTIONALITY. OVERALL LIGHTING PLAN SHEET NUMBER LIGHTING PLAN LL-100 1" = 10'-0" 0' 5' - 0" 10' - 0" 20' - 0" 40' - 0" LL-100 TRUE NORTH © 2019 BKV Group 1 Collin Glen Koonce License Number Date 2939 11/21/2025 G G F E C Plant Schedule BKVBotanical Common Name NameSymbol Plant Code Size Container Remarks G R O U P Existing Trees ArchitectureG2.5 EXX TRE Existing -Interior DesignTree Landscape Architecture Engineering EXISTING BUILDINGG2 Evergreen Shrubs 1412 Main Street HES YE2 Hesperaloe Yellow 3 gal. CONTAINER 18" HT. Adolphus Tower parviflora Yucca MIN. @ Suite 700`Yellow` Planting Dallas, TX ILE BU2 Ilex cornuta Burford 15 gal. CONTAINER 36" HT. 75202 `Burfordii` Holly MIN. @ 972.898.2841 Planting;G1 Full www.bkvgroup.com FEC D ILE NAN Ilex Dwarf 3 gal. CONTAINER 10" HT. vomitoria Yaupon MIN. @ `Nana` Holly Planting;GGH GF GE GD GC GAB Full CONSULTANTS JUN BLU Juniperus Blue Point 15 gal. Min. CONTAINER 5' HT. MIN. chinensis Juniper @ Planting; `Blue Point` Full &E Matched EX. SHADED PATIO TO REMAIN AND BE PROTECTED; REF. ARCH FOR SCOPE OF WORK PAN SHD Panicum virgatum `Shenando ah` Shenandoa h Switch Grass 3 gal. CONTAINER 12" HT. MIN. @ Planting ROS OFF Rosmarinu s officinalis Rosemary 3 gal. CONTAINER 10" MIN. @ Planting; Full PROPOSED EVENT VENUE C 2 1 B A EX. POOL ENCLOSURE TO REMAIN AND BE PROTECTED Groundcover Schedule Botanical Common Symbol Name NamePlant Code Size Container Spacing Ground Covers LAN PUR Lantana Purple 1 gal. CONTAINER 18 in monteviden Trailing sis Lantana OPH JAP Ophiopogo Mondo 4" Flat 8 in n japonicus Grass NOTE: CONTRACTOR RESPONSIBLE FOR QUANTITIES PER DRAWINGS AND SPECIFICATIONS. QUANTITIES PROVIDED BY THE LANDSCAPE ARCHITECT ARE FOR CONVENIENCE ONLY. CONTRACTORS SHALL BID THEIR OWN VERIFIED QUANTITIES. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPENCIES. EX. WALKWAY TO REMAIN EX. SYNTHETIC LAWN TO REMAIN AND BE PROTECTED 3 LP-100 VIEW FROM EVENT VENUE TO LED SCREEN EXISTING BUILDING EX. WALKWAY TO REMAIN 2 VIEW FROM LAWN TO EVENT VENUE NOTE: LP-100 PROPOSED PLANTING SHOWN OUTSIDE OF SITE PLAN NOTES: DEMOLITION LIMITS ARE TO BE BID AS AN ADD. ALTERNATE AND INSTALLED PER GRAPHIC LEGEND: 1. ALL EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE BASED ON OWNER-FURNISHED DRAWINGS. NO AS-BUILT OR SURVEY PROVIDED. BKV GROUP OFFERS NO GUARANTEE, EITHER OWNER DIRECTION. EXPRESSED OR IMPLIED, FOR THE ACCURACY OR RELIABILITY OF THE INDICATED EXISTING CONDITIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CRITICAL EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, EXISTING BUILDING LOCATIONS, UTILITY LOCATIONS AND INVERT ELEVATIONS, CONCRETE #1, TYP. DEMOLITION AREA AND EXISTING SITE GRADES PRIOR TO BIDDING AND PRIOR TO THE START OF WORK. (SEE SPEC) 3. ANY OBSERVED DEVIATIONS FROM CONDITIONS INDICATED ON THE DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT OR LANDSCAPE ARCHITECT'S ATTENTION IMMEDIATELY UPON DISCOVERY. NO WORK SHALL PROCEED IN THE AREAS OF ANY DISCOVERED DEVIATIONS UNTIL THE DIFFERENCES ARE RESOLVED. PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE OVERALL PLANTING PLAN AutodeskDocs://2695.01SRHWestin/2695.01SRH_Westin_LAND_2023.rvt 11/20/2025 3:50:39 PM PLANTING AREAS SYNTHETIC TURF (SEE LP SERIES) (SEE MAT. SCHEDULE) SHEET NUMBER PLANTING PLAN LP-100 1" = 10'-0" 0' 5' - 0" 10' - 0" 20' - 0" 40' - 0" LP-100TRUE NORTH © 2019 BKV Group 1 Collin Glen Koonce License Number Date 2939 11/21/2025 BKV NOTE: TREE - REF. PLANS FOR SPECIES AND SPACING TRUNK FLARE SHALL NOT BE COVERED PLANTING MIX SOIL PER SPECIFICATIONS 1. EACH TREE MUST BE PLANTED WITH THE TRUNK FLARE VISIBLE AT TOP OF THE ROOTBALL. TREES WITHOUT THE TRUNK FLARE VISIBLE SHALL NOT BE USED. 2. DO NOT COVER THE TRUNK FLARE WITH SOIL. 3. RUNK FLARE SHALL NOT BE COVERED BY MULCH. 4. DO NOT HEAVILY PRUNE TREE AT PLANTING. DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO CROWN OF TREE. 5. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT. TREE REF. PLANS FOR SPECIES AND SPACING SET TREE AT ORIGINAL DEPTH. TRUNK FLARE SHALL NOT BE COVERED INSTALL ARBORSTAKES® ROOTBALL ANCHOR / STABILIZATION SYSTEM AS NEEDED TO SECURE TREES(NO STAKES / GUYING ABOVE-GROUND), REF. SPEC. 2" ROCK MULCH - DO NOT LET MULCH CONTACT OR COVER TRUNK FLARE 4" SOIL SAUCER FINISH GRADE G R O U P Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 972.898.2841 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 1'-0" MIN. AS REQUIRED 4" INSTALL ARBORSTAKES ROOTBALL ANCHOR / STABILIZATION 07/31/2025 50% CD SET SYSTEM AS NEEDED TO SECURE TREES (NO STAKES / GUYING PLANTING MIX ABOVE-GROUND), REF. MATERIAL SCHEDULE 10/17/2025 100% CD SET ADJACENT CONCRETE ADJACENT WALK REF. PLANS FOR MATERIAL CURB & PAVEMENT, REF. CIVIL REMOVE BURLAP, ROPE, AND TIES FROM TOP THIRD OF ROOT BALL ROOT BALL 11/21/2025 PERMIT SET SCARIFY EDGE OF TREE PIT REMOVE BURLAP, ROPE, AND TIES FROM TOP HALF OF ROOT BALL. REMOVE COMPLETE WIRE CAGE AFTER TREE IS ROOT BALL PLACED IN TREE PIT SCARIFY EDGE OF TREE PIT EXISTING SOIL PLACE ROOT BALL ON UNEXCAVATED 48" DEEP LINEAR ROOT BARRIER, REF. MATERIAL SCHEDULE SUBGRADE 48" DEEP LINEAR ROOT OR TAMPED SOIL BARRIER REF. MATERIAL 4" DIAMETER PERFORATED SUB-DRAINAGE LINE AT SCHEDULE BOTTOM OF ROOT BALL. 4" WITH FABRIC AND GRAVEL WRAP. TYP AT ALL TREES INSPECTION TUBE 4" DIA. CUT 1" ABOVE GRADE & CAP MAIN DRAIN LINE, SOLID PIPE. SLOPE TO CIVIL POC 1' - 0" 6" MIN. AS REQUIRED 6" MIN. 1' - 0" REF. PLANS MIN. 6' - 0" MIN. MIN. 1 SHADE TREE PLANTING DETAILS-TYP. 2 SMALL/ORNAMENTAL TREE PLANTING, TYP. LP-501 1/2" = 1'-0" LP-501 3/4" = 1'-0" TURF OR PAVEMENT MULCH BUILDING 1. "CENTER TO CENTER SPACING" (O.C.) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREA UNLESS OTHERWISE NOTED. 2. DISTANCE BETWEEN THE EDGE OF PAVEMENT AND THE CENTERLINE OF THE NEAREST PLANT ROW IS 1 TO 1.5 EXTERIOR FACE OF BUILDING WALL TIMES THE ON CENTER SPACING OF THE NEAREST PLANT GROUP. 3. DISTANCE BETWEEN PLANT MATERIAL TYPES SHALL BE BEDLINE OR PAVEMENT EDGE THE GREATER OF THE TWO PLANT SPACING DISTANCES. 4. DISTANCE BETWEEN THE EDGE OF BUILDING AND THE CENTER LINE OF NEAREST PLANT SHALL BE 2' PLUS 0.5 9 6 TIMES THE ON CENTER SPACING OF THE PLANT. 5. MAINTAIN AN 18" MINIMUM SETBACK FROM BUILDING GENERAL NOTES: GENERAL NOTES: FACES AND 12" SETBACK FROM FREESTANDING WALL VARIES PER PLAN • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. • HAND LOOSEN ROOTS OF CONTANERIZED MATERIAL, TYP. 5 1 FACES. INCREASE AS NECESSARY TO ALLOW FOR SPECIES GROWTH & MAINTENANCE ACCSESS. VARIES • SCARIFY BOTTOM AND SIDES OF 6. O.C. SPACING (SEE PLANT LIST) 7. SHRUBS AND GROUNDCOVER ADJACENT TO CURVED PERENNIAL PLANT SPACING VARIES; PLANTING PIT PRIOR TO 4 EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE (SEE PLANT MATERIALS SCHEDULE) INSTALLATION BEDLINE. . . . SHREDDED HARDWOOD MULCH; (SEE • CENTERING OF SHRUB IN BED TO SPEC); 4" DEPTH, TYP. TAKE PRECEDENCE OVER DIMENSION EDGE CONDITION VARIES PER PLAN FROM EDGE 8. SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE PLANTED IN TRIANGULAR SPACING WITH ROWS PARALLEL TO THE STRAIGHT EDGE. 3 9. MAINTAIN O.C. SPACING AND CURVATURE AS MUCH AS POSSIBLE WITHIN THE CENTER OF IRREGULARLY SHAPED MASSINGS. PLANTING SOIL; (SEE SPEC) 18" MIN. SHRUB PLANT SPACING VARIES; DEPTH UNLESS OTHERWISE NOTED (SEE PLANT MATERIALS SCHEDULE) SHREDDED HARDWOOD MULCH; (SEE SUBGRADE SPEC); 4" DEPTH, TYP. 7 2 EDGE CONDITION VARIES PER PLAN PLANTING SOIL; (SEE SPEC) 18" MIN. 1' - 6" DEPTH UNLESS OTHERWISE NOTED SUBGRADE CURB OR SIDEWALK EDGE 8 CERTIFICATION 3 SHRUB AND PERENNIAL PLANTING DETAILS - TYP. 4 PLANT LAYOUT DETAIL LP-501 LP-501 3/4" = 1'-0" 3/16" = 1'-0" Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_LAND_2023.rvt 11/20/2025 3:50:40 PM DRAWN BY EN CHECKED BY CK COMMISSION NUMBER 2695.01 SHEET TITLE PLANTING DETAILS SHEET NUMBER LP-501 © 2019 BKV Group SHANEY D. MULLEN License Number Date 25633 11/21/2025 AS10 AS09 N E W EX T E R I O R C O V E R E D W A L K P AT H VAN FIRE LANE TRUE NORTH GENERAL NOTES EXISTING PARKING GARAGE TYPE I-A FULLY SPRINKLED PER NFPA 13 2 STORY S-2 OCCUPANCY PROVIDED GARAGE PARKING: 246 SPACES 1. SEE CIVIL DRAWINGS FOR SITE DEMOLITION, EROSION CONTROL, GRADING, UTILITIES, EASEMENTS, SETBACKS, PAVING AND PARKING DETAILS. 2. SEE LANDSCAPE DRAWINGS FOR PLANTINGS AND STREETSCAPE. 3. SEE LIFE SAFETY PLANS FOR BUILDING EXITING. 4. SEE ELECTRICAL DRAWINGS FOR SITE LIGHTING AND POWER. 5. SEE PLUMBING DRAWINGS FOR DRAIN AND HOSE BIB LOCATIONS. 6. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DIMENSIONS, EXISTING GRADES AND UTILITIES, TREE LOCATIONS, AND PROPOSED BUILDING LOCATIONS AT PROJECT SITE AND SHALL ADVISE THE OWNER AND ARCHITECT OF ANY DEVIATIONS PRIOR TO THE START OF WORK. 7. THE GENERAL CONTRACTOR SHALL COORDINATE FINAL PAVING AND GRADING AS REQUIRED FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS, INCLUDING EXTERIOR DOORS AT ALL LOCATIONS. 8. GUARD RAILS SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES AND STAIRWAYS THAT ARE 30" OR GREATER ABOVE A FLOOR OR GRADE BELOW. SITE PLAN KEYNOTES AS01 CONCRETE SIDEWALK, REFER TO CIVIL DWGS AS03 EXISTING LAWN PERIMETER FENCE, REFER TO LANDSCAPE DWGS AS08 EXISTING LAWN GATE, REFER TO LANDSCAPE DWGS AS09 NEW LAWN PERIMETER FENCE & GATES, REFER TO LANDSCAPE DWGS AS10 NEW LANDSCAPING AREA & PLANTING, REFER TO LANDSCAPE DWGS AS11 EXISTING POOL PERIMETER FENCE & GATES, REFER TO LANDSCAPE DWG AS12 27' WIDE x 9' TALL LED LAWN SCREEN BY OWNER; MOUNTED AT 6' ABOVE GRADE; G.C. TO PROVIDE CONDUIT & POWER AS13 PERFORATED METAL SCREEN FENCE BY OWNER Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS FIRE LANE PROJECT TITLE WESTIN EVENT VENUE ADDITION AS10 NEW WESTIN EVENT VENUE TYPE I-A FULLY SPRINKLED PER NFPA 13 SINGLE STORY A-2 OCCUPANCY ISSUE # DATE DESCRIPTION LEVEL 1 (100'-0") = 651.50' 10/15/2024 SCHEMATIC DESIGN AS11 4/25/2025 DESIGN DEVELOPMENT AS09 7/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET EXISTING WESTIN HOTEL TYPE II-B FULLY SPRINKLED PER NFPA 13 6 STORY R-1 OCCUPANCY EXISTING AS01 POOL AS03 AS11 PROVIDED OFF-STREET PARKING: 188 EXISTING SPACES LAWN AS08 AS13 AS12 AS03 AS08 CERTIFICATION AutodeskDocs://2695.01SRHWestin/2695.01SRH_Westin_AI_2023.rvt 11/21/2025 1:47:12 PM DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE SITE PLAN SHEET NUMBER SITE PLAN A010 1/16" = 1'-0" A010TRUE NORTH PLAN NORTH © 2025 BKV Group 1 SHANEY D. MULLEN License Number Date 25633 11/21/2025 AS09 F E C FLOOR PLAN GENERAL NOTES GH GG GF GE GD GB GA G4 NOT IN SCOPE G3 G2.8 100' - 0" G2.5 G2 1. IF A WALL, FLOOR, OR ROOF ASSEMBLY SUBSTITUTION IS REQUESTED, PROVIDE A TESTED ASSEMBLY MATCHING OR EXCEEDING REQUIREMENTS OF THOSE SHOWN IN THE DOCUMENTS. 2. PROVIDE BLOCKING AND BACKER SUPPORT FOR WALL-MOUNTED AND/OR CEILING-MOUNTED HARDWARE, EQUIPMENT, AND ACCESSORIES. DIMENSIONING / LAYOUT NOTES 1. DIMENSIONS ARE TAKEN TO: (UNLESS NOTED OTHERWISE): - THE FACE OF STUD AT INTERIOR WALLS - THE OUTSIDE FACE OF STUD AT EXTERIOR WALLS WITH SIDING OR MASONRY VENEER, FACE OF MASONRY AT STRUCTURAL MASONRY EXTERIOR WALLS. - THE FACE OF INTERIOR CMU WALLS. 2. VERIFY ALL GRADES WITH CIVIL DRAWINGS. 3. REFER TO A900 SERIES FOR OPENING INFORMATION. GENERAL CONSTRUCTION NOTES 1. BLOCKING AND FASTENING REQUIREMENTS OF WALL ASSEMBLY LISTED NUMBER MAY VARY FROM STRUCTURAL DRAWINGS AND SPECIFICATIONS. WALLS TO BE CONSTRUCTED TO MEET THE MORE RESTRICTIVE REQUIREMENT. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. CONTRACTOR TO OBTAIN TESTED ASSEMBLIES NOTED FOR REQUIRED GYPSUM BOARD ORIENTATION, NAILING/SCREW, TAPING, MUD, BLOCKING, ETC.. G.C. TO PROVIDE TEST NUMBER WITH FIRE RATINGS, STC & IIC FOR PROPRIETARY SUBSTITUTION OF WALL ASSEMBLIES, FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, AND OTHERS. 3. ALL SHAFT WALLS TO CONTINUOUSLY EXTEND TO UNDERSIDE OF DECK. 4. ALL STAIR & ELEVATOR ENCLOSURES TO CONTINUOUSLY EXTEND TO UNDERSIDE OF DECK. DO NOT PENETRATE STAIR & ELEVATOR FIRE RATING MEMBRANE PROTECTION UNLESS SERVING STAIR & ELEVATOR ENCLOSURE. 5. FINISH FLOOR ELEVATION CHANGE AT DOORS & FLOORING MATERIAL NOT TO EXCEED 1/2" U.N.O. 6. ALL DOOR OPENINGS IN COMMON AREAS TO BE 32" CLR. MIN. WITH DOOR IN OPEN POSITION. 7. COMMON AREA DOOR CLEARANCES & APPROACHES PER IBC 2021 AND ANSI 117.1 SECTION 404. 8. DO NOT SCALE DRAWINGS. 9. SEE CODE SUMMARY ON SHEET G120 FOR CONSTRUCTION TYPE AND ALLOWABLE BUILDING MATERIAL. 10. PROVIDE BLOCKING/BACKER SUPPORT FOR WALL AND CEILING MOUNTED HARDWARE, EQUIPMENT, AND ACCESSORIES. 11. REMOVE DEBRIS AND CLEAN ALL AREAS RECEIVING SEALANTS FOR MAXIMUM ADHESION / PERFORMANCE. 12. SEE 2021 IBC SECTION 603 FOR ALLOWABLE COMBUSTIBLE MATERIALS IN TYPE I CONSTRUCTION. 13. MEP CONTRACTORS SHALL SUBMIT SHOP DRAWINGS, INDICATION COORDINATED MEP UTILITIES WITH CEILING/FURR-DOWN HEIGHTS & WIDTHS TO BE APPROVED BY ARCHITECT. 14. OWNER'S SIGN CONTRACTOR SHALL INSTALL SIGNS PER CITY REQUIRED REGULATIONS, TAS, & ANSI. 15. INSTALL FIRE EXTINGUISHERS PER CITY REQUIREMENTS WITHIN 75 FT TRAVEL DISTANCE SPACING. MOUNT EXTINGUISHERS ON HOOKS IN SERVICE AND GARAGE AREAS AND MOUNT EXTINGUISHERS IN SEMI-FLUSH RECESSED CABINETS IN ALL OTHER AREAS. REFER TO PLANS FOR ARCHITECT'S DESIRED LOCATIONS. 16. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK, INCLUDING BUT NOT LIMITED TO, DUCTWORK, PIPING, FANS, EQUIPMENT, SWITCHES, AND Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 SCHEMATIC DESIGN 4/25/2025 DESIGN DEVELOPMENT 101SENSORS SHALL BE INSTALLED SO AS TO NOT ENCROACH INTO REQUIRED UP 7/31/2025 50% CD SETDIMENSIONS OF PARKING SPACES INCLUDING HEIGHT, WIDTH, STALL, AND DRIVE AISLE. A MINIMUM HEIGHT CLEARANCE OF 98" FOR HANDICAP VAN 10/17/2025 100% CD SET MEN'S RESTROOM WOMEN'SA04 SPACES AND 84" FOR ALL OTHER SPACES MUST BE MAINTAINED AT ALL TIMES110 RESTROOM 11/21/2025 PERMIT SET 170.73 SF 111 INCLUDING THE DRIVE AISLES USED TO NAVIGATE TO THOSE SPACES.EVENT STORAGE201.16 SFPOOL EQUIP. 115 202.94 SF FECVESTIBULE BACKSTAGE / PREP 101 208.77 SFAREA 2112 GENERAL WALL TYPE NOTES115 584.09 SF 112 A151 1. REFER TO THE STRUCTURAL DRAWING FOR LOCATIONS AND SPECIAL REQUIREMENTS FOR STUD SPACING ON ALL BEARING WALL ASSEMBLIES. 111 2. REFER TO STRUCTURAL DRAWINGS FOR SHEAR AND BEARING WALLS110 G1 CONSTRUCTION REQUIREMENTS. 3. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE AND MASONRY WALL100 113 GREEN ROOM114A 114B 114 REINFORCING.HALLWAY 142.73 SF A02JANITOR 118 4. REFER TO GENERAL NOTES ON STRUCTURAL DRAWINGS FOR PANEL 113 181.10 SF 48.96 SF FASTENING AND BLOCKING REQUIREMENTS FOR SEPARATION WALLS. 5. ALL ASSEMBLY RATINGS LISTED ARE ACHIEVABLE RATINGS. REFER TO CODE SUMMARY AND CODE PLANS FOR RATED WALL LOCATIONS. BOH HALLWAY 6. WOOD IN CONTACT WITH CONCRETE TO BE TREATED WOOD (PPT). 119 7. USE MOISTURE RESISTANT GYP. BD. AT BATHROOMS AND TOILET ROOMS.46.87 SF 119 8. PROVIDE ADDITIONAL LAYER OF MOISTURE RESISTANT GYP. BD. TO CONCEAL TUB FLANGE WHERE OCCURS. 9. EXTERIOR WALL ASSEMBLIES SHALL BE AIRTIGHT, HAIRLINE CRACKS AND SMALL HOLES ARE NOT ALLOWED. A07 A27 A07 10. 3 11. MAIN EVENT SPACE 117 A451 117B 3379.94 SF 117A .12. 100' - 0" NEW COVERED WALK PATH OVERHEAD 13. 14. 15. EXISTING TRELLIS OVERHEAD 16. A 2 A451 17. AS11 A02 A04 AS09 A07 A27 AS03 1 A451 AS09 AS11 E B 117H 117C 117G 117D A27 117F 117E D C 1 A501 NOT IN SCOPE AS03 AS11 NOT IN SCOPE PROVIDE CONTINUOUS BLOCKING IN BATHROOMS FOR GRAB BARS AND ACCESSIBLE FIXTURE MOUNTINGS. SEE SHEET G140. RECESSED WALL FIXTURES SUCH AS OUTLETS AND OTHER ITEMS WHICH PERFORATE THE GYPSUM BOARD SURFACES SHALL NOT BE LOCATED BACK TO BACK IN THE SAME WALL CAVITY. SEE DETAIL 10/A606 ANY OPENING CUT IN GYPSUM BOARD FOR INSTALLATION OF PENETRATING FIXTURES SHALL BE CUT CAREFULLY TO SIZE AND CAULKED AT SEPARATION WALLS, INSULATE BACKSIDE OF RECEPTACLES AND PROVIDE INTUMESCENT WRAP (PUTTY PACKS) AROUND RECEPTACLES AND OTHER ELECTRICAL BOXES. COORDINATE WITH ELECTRICAL. PROVIDE SEALED JOINTS ON EXTERIOR MOISTURE CONTROL MEMBRANE AT OUTSIDE OF SHEATHING BEFORE FINISH MATERIAL IS APPLIED. COORDINATE USE OF MATERIAL WHEN GYP. BD. IS EXPOSED TO WEATHER DURING CONSTRUCTION (EXAMPLE: ELEVATOR AND STAIR SHAFTS). INSULATE GAPS AT FRAMING BETWEEN EXTERIOR WINDOWS, DOORS, AND OTHER RELATED ITEMS. SEE MANUFACTURER'S RECOMMENDATION FOR TYPE OF INSULATION (FOAM OR BATT) TO BE USED. SEE IBC 2021 SECTION 705 AND TABLE 602 FIRE RATING REQUIREMENTS FOR EXTERIOR WALL EXPOSURE. REFER TO A600 SERIES (CONSTRUCTION ASSEMBLIES) FOR WALL TYPES. ARCHITECTURAL KEYNOTES NEW DOUBLE DOOR STOREFRONT SYSTEM, FINISHED TO MATCH EXISTING STOREFRONT EXISTING WATER TANK AND GUARDRAILS HOSE BIBB, REFER TO PLUMB METAL CANOPY ABOVE DOORS, REFER TO STRUCT FOR SUPPORTS EXISTING LAWN PERIMETER FENCE, REFER TO LANDSCAPE DWGS NEW LAWN PERIMETER FENCE & GATES, REFER TO LANDSCAPE DWGS EXISTING POOL PERIMETER FENCE & GATES, REFER TO LANDSCAPE DWG CERTIFICATION DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE LEVEL 1 - OVERALL FLOOR PLAN SHEET NUMBER OVERALL FLOOR PLAN - LEVEL 1 A101 1/8" = 1'-0" A101 © 2025 BKV Group AutodeskDocs://2695.01SRHWestin/2695.01SRH_Westin_AI_2023.rvt 11/21/2025 1:47:23 PM 1 Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 124' - 0" EXISITNG PARKING GARAGE G1 G2 A 12' - 0"12' - 0" PNL-01 MTL-02 PNL-04 MTL-01 GL-01 PNL-02 GL-01 MTL-01 PNL-02 PNL-03 GL-01 MTL-01 PNL-03 AE01 AE10 AE04 AE04 AE02 AE03 MTL-01 AE07 AE11 AE17 LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 124' - 0" EXISTING PARKING GARAGE G1 G2 A 12' - 0"12' - 0" PNL-01 MTL-02 PNL-02 PNL-03 MTL-01 GL-01 PNL-02 PNL-04 GL-01 MTL-01 PNL-03 AE01 AE05 AE02 AE04 AE04 AE03 MTL-01 AE03 MTL-01 AE07 AE11 AE17 EXTERIOR MATERIAL LEGEND COMPOSITE METAL PANEL - CHARCOAL GRAY COMPOSITE METAL PANEL - GOLD 1 COMPOSITE METAL PANEL - GOLD 2 PROFILED TERRACOTTA PANEL - CHARCOAL GRAY STUCCO - WHITE CURTAIN WALL GLAZING SYSTEM - DARK BRONZE HIGH-PERFORMANCE INSULATED GLASS - CLEAR W/ GLARE CONTROL PRE-FINISHED ALUMINUM CORE BATTEN - SIMULATED WOOD FINISH PNL-01 PNL-02 PNL-03 PNL-04 ST-01 MTL-01 GL-01 MTL-02 *REFER TO SHEET G130 FOR EXTERIOR WALL MATERIAL MASTER SCHEDULE Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt11/21/2025 1:48:14 PM EXTERIOR ELEVATION KEYNOTES AE01 INTERNALLY LIT VENUE SIGNAGE ABOVE DOOR, OWNER PROVIDED AE02 LED LINEAR ACCENT LIGHTING FIXTURE ALONG NARROW DIMENSION OF EVERY 3RD BATTEN AE03 METAL CANOPY ABOVE DOORS, REFER TO STRUCT FOR SUPPORTS AE04 OVERFLOW DOWNSPOUT NOZZLE, DARK BRONZE FINISH; REFER TO PLUMB FOR SIZE AE05 VERTICAL METAL PICKET FENCE & GATE TO MATCH EXISTING AE07 OUTLINE OF ROOFTOP MECHANICAL EQUIPMENT, REFER TO MECH DRAWINGS AE10 PRE-MANUFACTURED COVERED CANOPY; AVADEK BASIS-OF-DESIGN AE11 ROOF ACCESS LADDER AE17 FALL PROTECTION GUARDRAIL, MIN. 40" TALL MEASURED FROM FINISH ROOF SURFACE EXTERIOR ELEVATIONS GENERAL NOTES 1. PROVIDE CONTROL JOINTS FOR CLADDING MATERIALS PER PRODUCT MANUFACTURER RECOMMENDATIONS. SUBMIT CONTROL JOINT AND EXPANSION JOINT LAYOUTS FOR REVIEW AND APPROVAL. 2. TERMINATE CLADDING MATERIALS AT GRADE WITH MINIMUM DISTANCE OFF THE GROUND SURFACE AS PER PRODUCT MANUFACTURER RECOMMENDATIONS, UNLESS OTHERWISE DETAILED ON THE DRAWINGS. 3. WHERE MASONRY LEDGES 8” MIN. BELOW FINISH GRADE WHERE MASONRY VENEER OCCURS ON PERIMETER OF THE BUILDING. 4. PROVIDE A CONTINUOUS SEALANT JOINT BETWEEN DISSIMILAR MATERIALS OR CONSTRUCTION. A401 1/4" = 1'-0" 1 EAST ELEVATION A401 1/4" = 1'-0" 2 WEST ELEVATION CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 SCHEMATIC DESIGN 4/25/2025 DESIGN DEVELOPMENT 7/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION SHANEY D. MULLEN License Number Date 25633 11/21/2025 DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A401 © 2025 BKV Group Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 124' - 0" 1 A501 EXISITNG PARKING GARAGE GH GG GF GE GD GC 12' - 0" 12' - 0" PNL-02 GL-01 MTL-01 PNL-03 ST-01 AE07 AE11 AE17 LEVEL 1 100' - 0" LEVEL 2 112' - 0" ROOF 124' - 0" 1 A501 EXISTING PARKING GARAGE EXISTING PARKING GARAGE GH GG GF GE GD GC 12' - 0"12' - 0" MTL-02 MTL-02 PNL-02 PNL-03 MTL-01 GL-01 AE02 AE05 AE10 AE03 EXTERIOR MATERIAL LEGEND COMPOSITE METAL PANEL - CHARCOAL GRAY COMPOSITE METAL PANEL - GOLD 1 COMPOSITE METAL PANEL - GOLD 2 PROFILED TERRACOTTA PANEL - CHARCOAL GRAY STUCCO - WHITE CURTAIN WALL GLAZING SYSTEM - DARK BRONZE HIGH-PERFORMANCE INSULATED GLASS - CLEAR W/ GLARE CONTROL PRE-FINISHED ALUMINUM CORE BATTEN - SIMULATED WOOD FINISH PNL-01 PNL-02 PNL-03 PNL-04 ST-01 MTL-01 GL-01 MTL-02 *REFER TO SHEET G130 FOR EXTERIOR WALL MATERIAL MASTER SCHEDULE Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt11/21/2025 1:48:36 PM EXTERIOR ELEVATION KEYNOTES AE02 LED LINEAR ACCENT LIGHTING FIXTURE ALONG NARROW DIMENSION OF EVERY 3RD BATTEN AE03 METAL CANOPY ABOVE DOORS, REFER TO STRUCT FOR SUPPORTS AE05 VERTICAL METAL PICKET FENCE & GATE TO MATCH EXISTING AE07 OUTLINE OF ROOFTOP MECHANICAL EQUIPMENT, REFER TO MECH DRAWINGS AE10 PRE-MANUFACTURED COVERED CANOPY; AVADEK BASIS-OF-DESIGN AE11 ROOF ACCESS LADDER AE17 FALL PROTECTION GUARDRAIL, MIN. 40" TALL MEASURED FROM FINISH ROOF SURFACE EXTERIOR ELEVATIONS GENERAL NOTES 1. PROVIDE CONTROL JOINTS FOR CLADDING MATERIALS PER PRODUCT MANUFACTURER RECOMMENDATIONS. SUBMIT CONTROL JOINT AND EXPANSION JOINT LAYOUTS FOR REVIEW AND APPROVAL. 2. TERMINATE CLADDING MATERIALS AT GRADE WITH MINIMUM DISTANCE OFF THE GROUND SURFACE AS PER PRODUCT MANUFACTURER RECOMMENDATIONS, UNLESS OTHERWISE DETAILED ON THE DRAWINGS. 3. WHERE MASONRY LEDGES 8” MIN. BELOW FINISH GRADE WHERE MASONRY VENEER OCCURS ON PERIMETER OF THE BUILDING. 4. PROVIDE A CONTINUOUS SEALANT JOINT BETWEEN DISSIMILAR MATERIALS OR CONSTRUCTION. A402 1/4" = 1'-0" 1 NORTH ELEVATION A402 1/4" = 1'-0" 2 SOUTH ELEVATION CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 SCHEMATIC DESIGN 4/25/2025 DESIGN DEVELOPMENT 7/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION SHANEY D. MULLEN License Number Date 25633 11/21/2025 DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A402 © 2025 BKV Group Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 4/25/2025 7/31/2025 10/17/2025 11/21/2025 SCHEMATIC DESIGN DESIGN DEVELOPMENT 50% CD SET 100% CD SET PERMIT SET CERTIFICATION SHANEY D. MULLEN License Number Date 25633 11/21/2025 Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt 11/21/2025 1:49:32 PM DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE RENDERS SHEET NUMBER A990 © 2025 BKV Group Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE ADDITION ISSUE # DATE DESCRIPTION 10/15/2024 4/25/2025 7/31/2025 10/17/2025 11/21/2025 SCHEMATIC DESIGN DESIGN DEVELOPMENT 50% CD SET 100% CD SET PERMIT SET CERTIFICATION SHANEY D. MULLEN License Number Date 25633 11/21/2025 Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin_AI_2023.rvt 11/21/2025 1:49:33 PM DRAWN BY Author CHECKED BY Checker COMMISSION NUMBER 2695.01 SHEET TITLE RENDERS SHEET NUMBER A991 © 2025 BKV Group Chad Salem Kurdi License Number Date 131016 11/21/2025 F E C D D D F D F D D D D FF J J F F ELECTRICAL FLOOR PLAN GENERAL NOTES A CIRCUIT ALL EXIT SIGNS AND EGRESS LIGHTING TO NEAREST PANEL AHEAD OF ANY SWITCHING USING THE LIGHTING CIRCUIT IN THE AREA. B ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN FIRE RATINGS OF ALL PENETRATIONS THROUGH WALL, FLOOR AND CEILING AS REQUIRED BY IBC & NEC CODE. C WHERE INSTALLED IN FIRE RATED CEILINGS, FLOORS AND WALLS, PROVIDE FIRE RATED ENCLOSURES FOR RECESSED FIXTURES AND DEVICES INCLUDING BUT NOT LIMITED TO DOWN LIGHTS, SPEAKERS, POKE-THRU FLOOR BOXES, ETC. D PROVIDE CONDUITS FOR ALL TECHNOLOGY, SAFETY & SECURITY CABLING, INCLUDING BUT NOT LIMITED TO FIRE ALARM, CAMERAS, CARD READERS, DATA DROPS, WAP, WIFI, ETC., AS REQUIRED BY NEC CODE OR LOCAL ADOPTED CODES. E PROVIDE 120V POWER CONNECTION FOR MOTORIZED DAMPERS FROM NEAREST PANEL. SEE MECHANICAL PLANS FOR EXACT QUANTITIES AND LOCATIONS. PROVIDE A FIRE ALARM MONITOR MODULE FOR MONITORING THE POSITION OF THE DAMPER UTILIZING THE N-SWITCH. PROVIDE A CONTROL MODULE AND A 120V RELAY TO CONTROL THE POSITION OF THE DAMPER. F COORDINATE EXACT LOCATION OF BUILDING MOUNTED EXTERIOR LIGHTING WITH ARCHITECTURAL ELEVATION PLANS. G FIRE ALARM SYSTEM TO BE DESIGNED BY FIRE ALARM SUBCONTRACTOR. DEVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. SEE PERFORMANCE SPECIFICATION SECTION 288000. H REFER TO CIVIL, ARCHITECTURAL, MECHANICAL AND PLUMBING PLANS AND SPECIFICATIONS FOR EQUIPMENT, DEVICES AND APPLIANCE POWER REQUIREMENTS. EQUIPMENT AND DEVICES SHOWN ON PLANS ARE FOR REFERENCE ONLY. I SEE MECHANICAL & ELECTRICAL SCHEDULES FOR MECHANICAL & PLUMBING EQUIPMENT POWER, CONTROL AND DISCONNECT REQUIREMENTS. J ALL 125V AND 250V, SINGLE PHASE, 50A OR LESS AND THREE PHASE, 100A OR LESS RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL: BATHROOMS, KITCHENS, ROOFTOPS, OUTDOORS, RECEPTACLES INSTALLED WITHIN (6 FT) OF THE SINK, BATHTUB OR SHOWER STALL, INDOOR DAMP AND WET LOCATIONS, LOCKER ROOMS WITH ASSOCIATED SHOWERING FACILITIES, CRAWLSPACE, LAUNDRY AREAS AND GARAGES. THE GROUND-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION. SEE NEC SECTION 210.8(B). K WHERE LIGHTS ARE NOT SWITCHED, THEY ARE TO REMAIN ON AT ALL TIMES. Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com EXISTING N.I.C 7 AC/GFCI E601 P-EC HT-1 WP/GFCI 1 P-EC 12 C P-EC F 47,49 25 36" WC-1 AC/GFCI P-EC F FUR-1 E3 P-EC P-EC P-EC CONSULTANTS J3 J J J JJJ 35/P-EC P-EC REF J J J6 19 19 J J J J J J LED (TYP.) 3 ELECTRICAL KEYNOTES CU-1 P-EC 39,41 P-EC MIRROR WP/GFI UR-1 7 28 6P-EC 1 PROVIDE POWER FOR INTERNALLY LIT VENUE SIGNAGE ABOVE DOOR. MOUNT AT 10' 0" A.F.F. REFER TO ARCHITECTURAL DRAWINGS. P-EC 10 LED 2 REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR FIXTURE LENGTHS AND MOUNTING HEIGHTS OF EXTERIOR LED LIGHTING ALONG BATTENS. SOAP 57 P-EC SOAP DISP P-EC 61 8 11 3 REFER TO MANUFACTURER'S SPECIFICATION FOR INSTALLATION REQUIREMENTS. MIRROR DISP 19 WC-1 3 WALKWAY SCONCES TO BE CENTERED ON POSTS. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. 67 P-EC FP-EC J J4 DOWNLIGHTING CONTROLS ARE TO BE MANUFACTURED BY LUTRON AND ARE TO INCLUDE FOUR (4) CONTROL SCENES. CUH-1 REF P-EC 58 3 WOMEN'S (TYP.) 5 COVE LIGHTS ARE TO BE INTERFACED WITH DMX CONTROLS WITH RBGW OPTION AND ARE TO BE MANUFACTURED BY LUTRON. 61 P-EC P-EC MEN'S FEC 6 PROVIDE AUTOMATIC, HARD-WIRED FLUSH VALVES ON URINALS AND TOILETS IN RESTROOMS. REFER TO PLUMBING FIXTURE SCHEDULE FOR MORE VESTIBULE INFORMATION. 55 62,64 RESTROOM 8 WC-1 RESTROOM WC-1 101 7 PROVIDE POWER FOR LED MIRRORS AT RESTROOMS. COORDINATE WITH INTERIORS' DRAWINGS. P-EC 110 P-EC 8 PROVIDE POWER FOR HARD-WIRED, AUTOMATIC SOAP DISPENSERS AT RESTROOMS. COORDINATE WITH INTERIORS' DRAWINGS. 9 LIGHTS ARE TO BE INTEGRATED INTO THE PREFAB CANOPY STRUCTURE AND CONDUIT SHALL NOT BE EXPOSED. COORDINATE WITH CANOPY 111 P-EC 25 EVENT 3 3 STORAGE WH-1 MANUFACTURER. HEATER HEATER 10 EXISTING WP/GFI RECEPTACLE TO REMAIN. WH-2 P-EC 115 11 EXISTING PULL STATION AND FIRE ALARM STROBE IN VESTIBULE 101 TO BE RELOCATED TO LOCATION SHOWN ON PLAN. E4 P-EC 2,4 12 EXISTING EVCS LOCATED ON DEMOLISHED PARKING GARAGE WALL TO BE RELOCATED. SEE 2/E101 FOR THE PROPOSED NEW LOCATIONS. E4 35/P-EC P-EC 5,7 BACKSTAGE / EWC 13 EXISTING EVCS RELOCATED TO THIS LOCATION. CONFIRM NEW LOCATION WITH OWNERSHIP PRIOR TO ANY WORK BEING DONE. RE-USE EXISTING 35/P-EC 20 E4 EVCS CIRCUIT. E3 E4 P-EC PREP AREA 11 AC/GFCI 34/P-EC AC/GFCI 35/P-EC 34/P-EC 13 112 P-EC P-EC P-EC FE3 F1 F 19 PROJECT TITLE 6 35/P-EC WH-5 GREEN ROOM P-EC F XW XW XW XW P-EC 20 114 WESTIN EVENT 8 37/P-EC 37/P-EC 37/P-EC E4 37/P-EC 8,10 HEATER HALLWAY 34/P-EC E601 zx2 zx2 zx2 zx2 E5 35/P-EC VENUE -WH-4 P-EC HEATER 118 COFF JANITOR AC P-EC AC/GFCI P-EC P-EC S1 E4 D DOa WP/GFCI 34/P-EC d P-EC 34/P-EC 18 P-EC 19 51,53 113 b P-EC 9,11 5 SOUTHLAKE 16 b 16 ICE P-EC 4 3 a 25 E4 S1 3 b 35/P-EC MACHINE P-EC 20 3 c HEATER 34/P-EC 3 d P-EC 20 b 54 WH-3 P-EC P-EC E2 ISSUE # DATE DESCRIPTION P-EC P-EC ICED 34/P-EC 50,52 22 20 04/25/2025 DESIGN DEVELOPMENT 15,17 E2 TEA P-EC 07/31/2025 50% CD SET 35/P-EC P-EC XW 4 19 29 3 a 37/P-EC 10/17/2025 100% CD SET XW F5 zx2 3 b 37/P-EC 11/21/2025 PERMIT SET E4 40/P-EC 12' - 8" XW E4 40/P-EC 3 c zx2 37/P-EC 3 d zx2 XW BOH 37/P-EC XW XW zx2 37/P-EC NEW EXTERIOR COVERED WALK HALLWAY 37/P-EC 119 zx2 zx2 P-EC P-EC E5 PATH. REFER TO ARCHITECTURE. E5 23 23 40/P-EC 40/P-EC XW 91 37/P-EC P-EC zx2 P-EC P-EC SIGNAGE 321 21 21 P-EC SIGNAGE (TYP.) EVCS 27 XW P-EC J120" 37/P-EC 45 E3 zx2 13 40/P-EC 1 E3 XW 40/P-EC 37/P-EC zx2 WP/GFCI P-EC 26 WP/GFCI P-EC 25 P-EC P-EC 23 23 EVCS J 13 MAIN EVENT E4 40/P-EC SPACE 117 E4 40/P-EC XL 38/P-EC XL 38/P-EC P-EC P-EC zx3 zx3 24 24 XL XL 38/P-EC 38/P-EC zx3 zx3 XL XL 38/P-EC 38/P-EC E3 zx3 P-EC E1 zx3 40/P-EC 24 40/P-EC 14' - 6 1/4" 15' - 4 1/2" 17' - 7 3/16" E3 E1 40/P-EC 40/P-EC XL XL 38/P-EC 38/P-EC zx3 zx3 E3 E1 40/P-EC 40/P-EC CERTIFICATION XL XL 38/P-EC 38/P-EC E5 zx3 zx3 40/P-EC XL VESTIBULE 38/P-EC 2 zx3 (TYP.) DRAWN BY SN CHECKED BY CSK COMMISSION NUMBER 2695.01 LEVEL 1 ELECTRICAL PLAN 2 LEVEL 1 ELECTRICAL PARKING PLAN SHEET TITLE E101 3/16" = 1'-0" E101 1/8" = 1'-0" LEVEL 1 ELECTRICAL PLAN SHEET NUMBER E101 TRUE NORTH © 2023 BKV Group Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin _MEP_2023.rvt 11/20/2025 11:35:29 AM 1 101 Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com NOTES: EXISTIING DISTRIBUTION PANEL LOCATED IN EXISTING ELECTRICAL ROOM 120A TO FEED NEW PANEL (LEC) IN NEW EVENT CENTER STORAGE AREA. E-HEAT 1125 VA 100.00% 1125 VA BKV-MOTOR-NONDWELLING 100 VA 100.00% 100 VA E-LGT-EXT-NONDWELL 1252 VA 100.00% 1252 VA E-WH-NONDWEL 41600 VA 125.00% 52000 VA E-LGT-INT-NONDWELL 2484 VA 100.00% 2484 VA Total Est. Demand: 214 A E-OTHER 5480 VA 100.00% 5480 VA Total Conn.: 211 A E-COOL 5343 VA 100.00% 5343 VA Total Est. Demand: 77183 VA E-RECEPTACLE 18790 VA 50.00% 9395 VA Total Conn. Load: 76178 VA BKV-HVAC-HEATING 5 VA 100.00% 5 VA Load Classification Connected Load (VA) Demand Factor Estimated Demand (VA) Panel Totals Legend: Total Amps: 170 A 251 A 230 A Total Load: 20407 VA 29103 VA 26668 VA 83 SPACE -- 1 -- -- 1 -- SPACE 84 81 SPACE -- 1 -- --1 -- SPACE 82 79 SPACE -- 1 -- --1 -- SPACE 80 77 SPACE -- 1 -- -- 1 -- SPACE 78 75 SPACE -- 1 -- --1 -- SPACE 76 73 SPACE -- 1 -- --1 -- SPACE 74 71 SPACE -- 1 -- -- 1 -- SPACE 72 69 SPARE 20 A 1 0 VA --1 -- SPACE 70 67 SPARE 20 A 1 0 VA --1 -- SPACE 68 65 SPARE 20 A 1 0 VA -- 1 -- SPACE 66 63 SPARE 20 A 1 0 VA 563 VA -- -- --64 61 PWR: SOAP DISPENSERS RESTROOM... 20 A 1 108... 563 VA 2 20 A CUH-1 VESTIBULE 101 62 59 QUAD RCPT: IDF - EVENT STOR 115 20 A 1 360 VA 360... 1 20 A QUAD RCPT: IDF - EVENT STOR 115 60 57 PWR: LED MIRRORS MEN'S RR 110 20 A 1 540 VA 540 VA 1 20 A PWR: LED MIRROR WOMEN'S RR 111 58 55 REFRIGERATOR #2 PREP AREA 112 20 A 1 540... 913 VA 1 20 A EXT LGT: LED LIGHTING BAND 56 53 ---- --2950... 144... 1 15 A ICE MACHINE BACKSTAGE / PREP AREA 112 54 51 COMMERCIAL COFFEE MAKER PREP AREA... 40 A 2 2950... 180 VA -- -- --52 49 ---- -- 3 VA 180 VA 2 20 A QUAD RCPT: MAIN EVENT SPACE STAGE... 50 47 HT-1 PARKING GARAGE 30 A 2 3 VA 800... 1 20 A PWR: EXTERIOR LED SCREEN 48 45 EXTERIOR BUILDING SIGNAGE 20 A 1 180 VA 1080... 1 20 A PWR: EXTERIOR MOTORIZED SHADES 46 43 RCPT: ROOFTOP 20 A 1 180... 100 VA 1 15 A EF-1 ROOFTOP 44 41 ---- --2421... 981... 1 20 A COVELIGHTING MAIN EVENT SPACE 117 42 39 CU-1 GARAGE 35 A 2 2421... 407 VA 1 20 A LTG: DOWNLIGHT/EMERG MAIN EVENT 40 37 EXT LTG: XB & XW - WALKING PATH 20 A 1 284... 55 VA 1 20 A EXT LTG: XB & XL - WEST... 38 35 LTG: BOH HALLWAY... 20 A 1 553 VA 360... 1 20 A CEILING RCPT: MAIN EVENT SPACE 117 36 33 CORD REEL #4 PREP AREA 112 20 A 1 180 VA 543 VA 1 20 A LTG: RESTROOMS/GREEN ROOM 34 31 CORD REEL #2 PREP AREA 112 20 A 1 180... 180 VA 1 20 A CORD REEL #3 PREP AREA 112 32 29 AC RCPT: ICED TEA MACHINE PREP AREA 20 A 1 1730... 180... 1 20 A CORD REEL #1 PREP AREA 112 30 27 EXTERIOR BUILDING SIGNAGE 20 A 1 180 VA 540 VA 1 20 A REFRIGERATOR #1 PREP AREA 112 28 25 EXTERIOR RCPT 20 A 1 720... 180 VA 1 20 A EXTERIOR RCPT 26 23 RCPT: MAIN EVENT SPACE 117 20 A 1 720 VA 540... 1 20 A FLOOR BOX #1 MAIN EVENT SPACE 117 24 21 FLOOR BOX #2 MAIN EVENT SPACE 117 20 A 1 540 VA 180 VA 1 20 A RCPT: MAIN EVENT SPACE STAGE AREA 22 19 RCPT: EVENT STORAGE... 20 A 1 108... 900 VA 1 20 A RCPT: BOH HALLWAY 119/HALLWAY 118 20 17 ---- --4160... 180... 1 20 A AC/GFCI #2 GREEN ROOM 114 18 15 WH-3 GREEN ROOM 114 40 A 2 4160... 360 VA 1 20 A AC/GFCI #1 GREEN ROOM 114 16 13 EWC HALLWAY 118 20 A 1 180... 250 VA -- -- --14 11 ---- --4160... 250... 2 15 A FCU-1 JANITOR 113 12 9 WH-4 JANITOR 113 40 A 2 4160... 4160... -- -- --10 7 ---- -- 416... 4160... 2 40 A WH-5 PREP AREA 112 8 5 WH-2 WOMEN'S RESTROOM 111 40 A 2 4160... 360... 1 20 A RCPT: WOMEN'S RESTROOM 111 6 3 UR-1/WC-1 RESTROOMS 110-111 20 A 1 1080... 4160... -- -- --4 1 RCPT: MEN'S RESTROOM 110 20 A 1 360... 4160... 2 40 A WH-1 MEN'S RESTROOM 110 2 CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT Notes: Enclosure: NEMA 1 MCB Rating: 1 A Mounting: SURFACE Wires: 4 Mains Rating: 400 A Supply From: Phases: 3 Mains Type: MLO Location: EVENT STORAGE 115 Volts: 120/208 Wye A.I.C. Rating: 35 KA Branch Panel: P-EC CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE - SOUTHLAKE ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET DRAWN BY CHECKED BY COMMISSION NUMBER CERTIFICATION SN CSK 2695.01 Chad Salem Kurdi License Number Date 131016 11/21/2025 SHEET TITLE NOTES: EXISTIING MAIN SWITCHBOARD LOCATED IN EXISTING ELECTRICAL ROOM 120A TO FEED NEW MAJOR MECHANICAL EQUIPMENT. NEW PANEL TO BE FED FROM EXISTING DSA IN EXISTING ELECTRICAL ROOM 120A. Notes: ELECTRICAL - LUMINAIRE FIXTURE SCHEDULE (INTERIOR) ID A2 D D2 E1 E2 E3 E4 E5 G3 L L1 L2 P1 S1 FIXTURE TYPE 2' X 2' TROFFER 6" LED DOWNLIGHT 6" LED DOWNLIGHT EXIT SIGN - SINGLE SIDE EXIT SIGN - DOUBLE SIDED EXIT SIGN - REMOTE HEAD COMBO EMERGENCY EGRESS BATTERY UNIT EXIT SIGN - REMOTE HEAD COMBO 4' STRIP LIGHT RESTROOM COVE LIGHT INNER EVENT SPACE COVE LIGHT OUTER EVENT SPACE COVE LIGHT SKLO STEM PENDANT CAMILLE LARGE TAIL SCONCE MOUNTING RECESSED - LAY IN RECESSED RECESSED UNIVERSAL UNIVERSAL UNIVERSAL SURFACE UNIVERSAL SURFACE - CEILING RECESSED RECESSED RECESSED PENDANT SURFACE - WALL VOLTS 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V 120 V FIXTURE LAMP QUANTITY 1 1 1 1 1 1 2 1 1 1 1 1 1 1 FIXTURE WATTAGE 30 W 23 W 23 W 1 W 1 W 3 W 3 W 3 W 28 W 2 W 9 W 9 W 7 W 60 W FIXTURE LAMP TYPE LED 3500K LED 3000K LED 3000K LED LED LED LED LED LED 3500K LED 3000K LED 3500K LED 3500K LED EQUIVALENT LED CONTROL MEDIA (LENS, LOUVERS, ETC) CURVED SMOOTH DIFFUSER OPEN APERTURE OPEN APERTURE RED OPTICAL DIFFUSER RED OPTICAL DIFFUSER RED OPTICAL DIFFUSER RED OPTICAL DIFFUSER LINEAR REFRACTOR LEDS ACRYLIC LENS DIFFUSER OVER EXTRUDED CHANNEL ACRYLIC LENS DIFFUSER OVER EXTRUDED CHANNEL HANDBLOWN GLASS DIFFUSER LED A19 EQUIVALENT FIXTURE DESCRIPTION TYPE 3300 LUMENS, 0-10V DIMMING 2000 LUMENS, 0-10V DIMMING 4000 LUMENS, 0-10V DIMMING SURFACE MOUNT LED EDGE-LIT, SINGLE FACE, RED LETTERING ON MIRROR PANEL SURFACE MOUNT LED EDGE-LIT, DOUBLE FACE, RED LETTERING ON MIRROR PANEL EXIT SIGN WITH EMERGENCY REMOTE HEADS 2 REMOTE HEADS EXTERIOR EXIT SIGN WITH EMERGENCY REMOTE HEADS, WET RATED/WEATHER PROOF 4' LED STRIP. 3000 LUMENS. 0-10V DIMMING LINEAR TRUGROOVE LED COVE LIGHTING. 972 LUMENS (9.2 W) PER 4 FEET. CUSTOM RUN LENGTH OPTION 1: PARIAH PRO FLEX, HIGH OUTPUT, RGBW, CUSTOM LENGTH TBD, FINISH: TBD OPTION 2: Q-CAP WURM, CUSTOM LENGTH TBD, RGBW, FINISH: TBD OPTION 1: PARIAH PRO FLEX, HIGH OUTPUT, RGBW, CUSTOM LENGTH TBD, FINISH: TBD OPTION 2: Q-CAP (WURM)), CUSTOM LENGTH TBD, RGBW, FINISH: TBD HANDBLOWN DIFFUSERS, BRASS STEM, SIZE AND FINISH TBD H: 29.25", W: 7.5", FINISH: TBD MANUFACTURER SERIAL NUMBER LITHONIA 2BLT2-33L-ADSM-EZ1-LP835 OR APPROVED EQUAL GOTHAM EVO-30/20-6AR-MD-LSS-MVOLT OR APPROVED EQUAL GOTHAM EVO-30/40-6AR-MD-LSS-MVOLT OR APPROVED EQUAL LITHONIA EDG-W-1-RMR OR APPROVED EQUAL LITHONIA EDG-W-2-RMR OR APPROVED EQUAL LITHONIA LHQM-LED-B-R-HO LITHONIA ELM2 LED LITHONIA ERE-W-T-SQ, OR APPROVED EQUAL LITHONIA WL4-30L-MVOLT-EZ1-LP835 OR APPROVED EQUAL LEDALITE: TC-0-8-L-930-10-LN-S-N-11-D OPTION 1: PPF-HO-RGBW-15-C-BG, OPTION 2: WURM-RGBW-MCS-DRY-RGBW-35-4.OHE OPTION 1: PPF-HO-RGBW-15-C-BG, OPTION 2: WURM-RGBW-MCS-DRY-RGBW-35-4.OHE SKLO STEM 1X VISUAL COMFORT & CO: ITEM #: SK 2017HAB-L NOTES GENERAL DOWNLIGHTING. <varies> REFER TO INTERIORS DRAWINGS. REFER TO INTERIORS DRAWINGS. REFER TO INTERIORS DRAWINGS. RESTROOM PENDANT. REFER TO INTERIORS DRAWINGS FOR MOUNTING HEIGHTS. GREEN ROOM SCONCE. REFER TO INTERIORS DRAWINGS FOR MOUNTING HEIGHTS. ELECTRICAL - LUMINAIRE FIXTURE SCHEDULE (EXTERIOR) ID FIXTURE TYPE MOUNTING VOLTS FIXTURE LAMP QUANTITY FIXTURE WATTAGE FIXTURE LAMP TYPE CONTROL MEDIA (LENS, LOUVERS, ETC) FIXTURE DESCRIPTION TYPE MANUFACTURER SERIAL NUMBER NOTES XB GARDEN AND PATHWAY LUMINAIRE GRADE MTD 120 V 1 3 W LED 3000K LED MODULES 345 DELIVERED LUMENS, FINISH: GRAPHITE, NOT DIMMING COMPATIBLE, LOW VOLTAGE MAGNETIC TRANSFORMER ACCESSORY BEGA: 77263, LOW VOLTAGE MAGNETIC TRANSFORMER: 53 6 REFER TO LANDSCAPE DRAWINGS XL LINEAR LED SURFACE - WALL 120 V 1 5 W LED 3000K LED MODULES VARIOUS LENGTHS, FINISH TBD, WHITE LED, 80CRI, EXTRUDED ALUMINUM CHANNEL, WET LOCATION LINEALUCE 27: ILL27S-RGBW830-WG-S REFR TO ARCHITECTURAL DRAWINGS AND ELEVATIONS FOR MOUNTING HEIGHTS AND FIXTURE LENGTHS. XLT EXTERIOR BUILDING LED LIGHTING BAND SURFACE - WALL 120 V 1 3 W LED 3500K LED MODULES 2.9 W/FT, RGBW, 210 FT., 80 CRI, 150 LUMENS/FT ASPECT LED: AL-SL-CC-24-RGBXX-IP68-60-10 BID ALTERNATE. REFR TO ARCHITECTURAL DRAWINGS AND ELEVATIONS FOR MOUNTING HEIGHTS AND FIXTURE LENGTHS. XW WALL SCONCE SURFACE - WALL 120 V 1 20 W LED 3000K LED MODULES 1885 LUMENS, MATTE, BLACK FINISH, 4.5" X 7.75" X 6 1/8" BEGA: B24480-K3-BLK REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS. Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin _MEP_2023.rvt 11/20/2025 11:42:49 AM ELECTRICAL - LIGHTING CONTROL SCHEDULE ZONE FIXTURE EMERGENCY CONTROL TYPE ZONE DESCRIPTION LIGHT SOURCE DIMMING TIME OF DAY CONTROL PHOTOCELL ON PHOTOCELL OFF OVERRIDE LCP NAME NOTES zx1 XB PATHWAY BOLLARDS LED No Yes Yes Yes No LCP zx2 XW COVERED WALKING PATH SCONCE LED No Yes Yes Yes No LCP zx3 XL EXTERIOR BATTEN LIGHTING LED No Yes Yes Yes No LCP zx4 XLT EXTERIOR LLED LIGHTING BAND LED No Yes Yes Yes No LCP ELECTRICAL SCHEDULES SHEET NUMBER E501 © 2023 BKV Group Architecture Interior Design Landscape Architecture Engineering 1412 Main Street Adolphus Tower Suite 700 Dallas, TX 75202 469.405.1196 www.bkvgroup.com COAXIAL DATA OUTLET 1 PORT DATA OUTLET 2 PORT DATA OUTLET 3 PORT DATA OUTLET NOTE: EXISTING FIRE ALARM DESIGN. BUILDING ADDITION TO TIE INTO EXISTING FIRE ALARM SYSTEM AND IS TO WORK IN SYNCHRONY WITH EXISTING. FOR REFERENCE ONLY FOR REFERENCE ONLY P-EC 1 LED SCREEN CONTROLLER 2 3' - 6" LCP XL XL XL XL 4' - 0" 10' - 0" 6' - 0" 12' - 0" XL XL XL 15' - 0" 17' - 0" 15' - 0" XL XL XL 4' - 0" 10' - 0" 6' - 0" 12' - 0" XL P-EC 59 P-EC 60 MDF 3' - 0" 3 Autodesk Docs://2695.01 SRH Westin/2695.01 SRH_Westin _MEP_2023.rvt 11/20/2025 11:35:32 AM NOT TO SCALE E601 2 DATA OUTLET DETAIL NOT TO SCALE E601 1 EXISTING FIRE ALARM DETAIL NOT TO SCALE E601 3 EXISTING ELECTRICAL ROOM 120A E601 1/2" = 1'-0" 7 ENLARGED ELECTRICAL AREA ELECTRICAL KEYNOTES 1 ELECTRICAL PANEL LOCATED IN STORAGE AREA TO MAINTAIN A MINIMUM 3' 6" CLEARANCE FROM EDGE OF WALL TO THE AREA DIRECTLY IN FRONT OF THE PANEL. ITEMS STORED IN THIS AREA TO REMAIN CLEAR OF THIS AREA. 2 LOCATION OF SITE LED SCREEN CONTROLLER. COORDINATE EXACT LOCATION WITH ARCHITECTURAL DRAWINGS AND OWNERSHIP. 3 LOW VOLTAGE EQUIPMENT LOCATED IN STORAGE AREA TO MAINTAIN A MINIMUM 3' 0" CLEARANCE FROM EDGE OF WALL TO THE AREA DIRECTLY IN FRONT. ITEMS STORED IN THIS AREA TO REMAIN CLEAR OF THIS AREA. E601 1/4" = 1'-0" 4 EXTERIOR ELECTRICAL ELEVATION - EAST E601 1/4" = 1'-0" 5 EXTERIOR ELECTRICAL ELEVATION - SOUTH E601 1/4" = 1'-0" 6 EXTERIOR ELECTRICAL ELEVATION - WEST E601 1/2" = 1'-0" 8 ENLARGED MDF AREA CONSULTANTS PROJECT TITLE WESTIN EVENT VENUE - SOUTHLAKE ISSUE # DATE DESCRIPTION 04/25/2025 DESIGN DEVELOPMENT 07/31/2025 50% CD SET 10/17/2025 100% CD SET 11/21/2025 PERMIT SET CERTIFICATION Chad Salem Kurdi License Number Date 131016 11/21/2025 DRAWN BY SN CHECKED BY CSK COMMISSION NUMBER 2695.01 SHEET TITLE ELECTRICAL DETAILS & ENLARGED PLANS SHEET NUMBER E601 © 2023 BKV Group December 10th, 2025 Dennis Killough Deputy Director of Planning City of Southlake 1400 Main Street Suite 300 Southlake Texas 76092 (817) 748-8072 Re: Southlake Westin Event Venue Addition Mr. Killough, On behalf of Paul Barham / SRH Hospitality Southlake Realty, we present to you the attached documents to initiate a zoning amendment for the Southlake Westin at 1200 State Hwy 114. We are proposing an addition to the current building but do not need the current zoning terms to be revised. The proposed ~5,000 SF addition to the building meeting space will be used primarily to facilitate social meetings and wedding which are held mainly on the weekends. Due to this, the current parking is plentiful. Along with the drawings showing the proposed addition per the checklist, we have included the following: • SWPPP Pre-App Letter • Original Civil Drawings that include unrevised legal property description • Draft of “Comprehensive Plan Amendment Application” Thank you advance for your initial review and guidance on this submittal. Shaney Mullen Senior Design Leader / Development Managing Partner BKV GROUP (469) 498-8338 BOARMAN KROOS VOGEL GROUP, INC. 1412 Main Street, Suite 700 | Dallas, TX 75201 | 469.405.1201 | www.BKVGroup.com