02 SPC-2024-0424A - Crow Bar; District 3 - Staff Report — original pdf

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PLANNING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET CASE NUMBER: PROJECT NAME: SPC-2024-0424A Crow Bar PC DATE: August 5, 2025 ADDRESS: COUNCIL DISTRICT: NEIGBORHOOD PLAN: Upper Boggy Creek WATERSHED: 523 Thompson Lane 3 Carson Creek (Suburban) OWNER: AGENT: Crow Bar (Steve Gee) 3116 S Congress Ave. Austin, TX 78704 Element 5 Architecture; PLLC, Drew Randall (512) 473-8228 1212 Chicon St., Unit 101 Austin, TX 78702 CASE MANAGER: Randall Rouda Randall.rouda@austintexas.gov (512) 978-3338 PROPOSED DEVELOPMENT: The applicant is requesting a conditional use permit for a cocktail lounge use within an existing building. The proposed cocktail lounge area is 5,867 square feet total (4,048 sq. ft. within an existing building and 1,819 sq.ft. of outside area). No construction is proposed with this site plan. STAFF RECOMMENDATION: Staff recommends approval of the conditional use permit. The site plan will comply with all requirements of the Land Development Code requirements. PROJECT INFORMATION: AREA: 5,867 sq. ft. footprint (indoor and outdoor) on a 23,910 sq. ft. site EXIST. ZONING: CS-1-CO / I-RR (As the use is entirely located on the CS-1-CO portion of the property, Zoning Analysis is limited to that area) ALLOWED F.A.R.: 2:1 MAX. BLDG. COVERAGE: 95% MAX. IMPERVIOUS CVRG: 95% REQUIRED PARKING: N/A PROPOSED ACCESS: Thompson Lane EXISTING F.A.R.: 0.24:1 EXISTING BLDG. CVRG: 24% EXISTING IMPERVIOUS CVRG: 63.1% PROVIDED PARKING: 17 SUMMARY COMMENTS ON SITE PLAN: Land Use: The lot is zoned CS-1-CO/I-RR (Commercial-Liquor Sales with a Conditional Overlay / Interim Rural Residence). 02 SPC-2024-0424A - Crow Bar; District 31 of 7 SPC-2024-0113A 2 The existing building is 4,048 square feet with a 1,398 square-foot patio and 421 sq.ft. canopy for a total area of 5,867 square feet. Cocktail Lounge use is a conditional use in the CS-1 base zoning district. There are no schools, churches, or hospitals within 300 feet of the subject site. Staff recommends approval of the conditional use permit request. Environmental: The site is located in the Carson Creek Watershed and subject to the Suburban Watershed regulations. There were no Environmental review comments. No construction is proposed with this Land Use application. Transportation: Parking spaces are located on-site. All Transportation comments have been cleared. Access to the site will be from Thompson Lane. SURROUNDING CONDITIONS: Zoning/ Land Use North: South: West: East: CS / General Retail LI-CO / Vacant/Parking/Auto-Oriented LI, Vacant I-RR, General Retail / Indoor Sports and Recreation NEIGHBORHOOD ORGNIZATIONS: Austin Neighborhoods Council Del Valle Community Coalition Del Valle ISD Dog’s Head Neighborhood Association Friends of Austin Neighborhoods Homeless Neighborhood Association Imperial Neighborhood Association Overton Family Committee Southeast Colorado River Neighborhood Association CONDITIONAL USE PERMIT D. 25-5-145. A site plan may not adversely affect the public health, safety, or welfare, or materially injure property. If the Land Use Commission determines that a site plan has an adverse effect or causes a material injury under this subsection, the Land Use Commission shall identify the adverse effect or material injury. § 25-5-146 CONDITIONS OF APPROVAL. (A) To make a determination required for approval under Section 25-5-145 (Evaluation Of Conditional Use Site Plan), the Land Use Commission may require that a conditional use site plan comply with a condition of approval that includes a requirement for: a special yard, open space, buffer, fence, wall, or screen; landscaping or erosion; a street improvement or dedication, vehicular ingress & egress, or traffic circulation; signs; characteristics of operation, including hours; a development schedule; or other measures that the Land Use Commission determines are required for (1) (2) (3) (4) (5) (6) (7) compatibility with surrounding uses or the preservation of public health, safety, or welfare. CONDITIONAL USE PERMIT REVIEW AND EVALUTATION CRITERA A. The following evaluation is included to provide staff position on each point of the conditional use 02 SPC-2024-0424A - Crow Bar; District 32 of 7 SPC-2024-0113A 3 permit criteria. Section 25-5-145 of the Land Development Code states: “The Planning Commission shall determine whether the proposed development or use of a conditional use site plan complies with the requirements of this section. A conditional use site plan must: B. 1. Comply with the requirements of this title; Staff Response: This site plan complies with all regulations and requirements of the Land Development Code. 2. Comply with the objectives and purposes of the zoning district; Staff Response: The proposed cocktail lounge use is a conditional use within the CS-1 base zoning district. 3. Have building height, bulk, scale, setback, open space, landscaping, drainage, access, traffic circulation, and use that is compatible with the use of an abutting site; Staff Response: The site plan complies with all requirements of the Land Development Code. 4. Provide adequate and convenient off-street parking and loading facilities; and Staff Response: Adequate parking and loading facilities are provided. 5. Reasonably protect persons and property from erosion, flood, fire, noise, glare, and similar adverse effects. Staff Response: The site plan will comply with all requirements of the Land Development Code and reasonably protects the health, safety, and welfare of persons and property. 6. For conditional use located within the East Austin Overlay district, comply with the goals and objectives of a neighborhood plan adopted by the City Council for the area in which the use is proposed. Staff response: The proposed project is not in the East Austin Overlay. C. In addition, a conditional use site plan may not: 7. More adversely affect an adjoining site than would a permitted use; Staff Response: A cocktail lounge would not more adversely affect an adjoining use than would a permitted use. 8. Adversely affect the safety or convenience of vehicular or pedestrian circulation, including reasonably anticipated traffic and uses in the area; or Staff Response: The site plan does not adversely affect the safety and convenience of vehicular and pedestrian circulation. 9. Adversely affect an adjacent property or traffic control through the location, lighting, or type of a sign. Staff Response: All signs and lighting will comply with the Land Development Code. 02 SPC-2024-0424A - Crow Bar; District 33 of 7 02 SPC-2024-0424A - Crow Bar; District 34 of 7Crow Bar 523 Thompson Lane, Austin, TX 78742 SITE PLAN APPROVAL CASE NUMBER________________ APPLICATION DATE____________________ APPROVED ON____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE LDC (25-5-81)__________CASE MANAGER _____________ _____________________________________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE____________ZONING______________ APPROVAL STAMPS: PROJECT INFORMATION: Crow Bar 523 Thompson Lane Austin, TX 78742 LEGAL DESCRIPTION: LOT 13 Commerce Square, A subdivision in Travis County according to the map or plat thereof recorded in Volume 77 Page 277 of the Plat Records of Travis County, TX SCOPE OF WORK: Interior remodel of an existing one story building into a bar. There is no new impervious cover proposed and the drainage patterns will not change from existing drainage patterns upon project completion and regrading. CONTACTS: OWNER: ARCHITECT: Steve Gee Crow Bar M 512.888.3773 E steve@crowbaraustin.com Element 5 Architecture; PLLC Drew Randall 1212 Chicon St., Unit 101 Austin, TX 78702 (512) 473-8228 MEP ENGINEER: High Rise MEP Engineering 213 Watergate Way Hutto, TX 78634 (512) 431-6702 BUILDING CODES: 2021 International Building Code - Local Amendments 2021 International Energy Code - Local Amendments 2021 International Fire Code - Local Amendments a. Code of Ordinances Chapter 16: Fire Prevention & Protection b. Life Safety Code and Texas Department of Health rules regardless licensed facilities 2021 Uniform Mechanical Code (UMC) - Local Amendments 2021 Uniform Plumbing Code (UPC) - Local Amendments 2023 National Electrical Code - Local Amendments 2015 International Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments ***Site and structure(s) shall be designed and constructed to the WUI Proximity Class C Ignition-Resistant requirements of the code.*** OCCUPANCY CLASSIFICATION- BUILDING TYPE CONSTRUCTION- FIRE ALARM/SPRINKLER- REQUIRED OCCUPANCY SEPARATION- 1 HR MEANS OF EGRESS REQUIRED- MEANS OF EGRESS PROVIDED- EGRESS WIDTH- TDLR PROJECT REGISTRATION #- 2 TBD TBD TBD Group A2 5B N/A 1 523 Thompson Ln - Project Location Map SCALE: 1' = 1'-0" CORRECTION/ REVISION NUMBER DESCRIPTION CITY OF AUSTIN REVISIONS/CORRECTIONS TABLE REVISION (R) REPLACEMENT (RP), ADD (A) VOID (V) (sheet #'s) TOTAL # OF SHEETS IN PLAN SET NET CHANGE IN IMPERVIOUS COVER (Sq Ft) TOTAL SITE IMPERVIOUS COVER (Sq Ft & %) CITY OF AUSTIN SIGNATURE CITY OF AUSTIN APPROVAL DATE Sheet Description Sheet Description SHEET INDEX SITE PLAN SHEETS ZONING: CS-1-CO and I-RR CS-1-CO Area= 16,917.2 sf I-RR Area=6,937.45 sf Proposed Use-Cocktail Lounge ***Conditional Use requested.*** Watershed- Carson Creek (Receiving waters & basins- Colorado River below Longhorn Dam) FAR=.24:1 (.24x16,917=4060sf) FAR=.17:1 (.17x6937.45=1179sf) SITE & BUILDING CALCULATIONS: Lot Area= 23,854 sf One Story Building Building Height- 13'-5" Building Foot Print= 4048 sf Gross Floor Area= 4048 sf / 23854= 17% Building Coverage Site= 4048 / 23854= 17% Building Coverage CS-1-CO= 4048/16,917.2= 24% Building Coverage I-RR= 0% AREA CALCULATIONS Interior Area= 3881 sf Bar/Lounge Customer Area= 264.42 sf Pool Table Room= 404.5 sf Bar Employee Area= 243 sf BOH-Storage= 1139 sf Office= 118 sf Restrooms= 240 sf Total remodeled area = 4,048 sf 1 2 3 4 5 6 7 8 9 10 11 C1 COVER SHEET ADA ADA REQUIREMENTS LS LIFE SAFETY SHEET A0.0 SURVEY A0.1 SITE PLAN A0.2 RECORDED PLAT A1.0 FLOOR PLAN A1.1 EQUIPMENT PLAN A1.2 LIGHTING PLAN CHANGE OF USE SITE PLAN CHANGE OF USE SITE PLAN & DETAILS 4 5 6 10 11 A0.0 SURVEY A0.1 SITE PLAN A0.2 RECORDED PLAT CHANGE OF USE SITE PLAN CHANGE OF USE SITE PLAN & DETAILS OCCUPANCY CALCULATION: Bar/Lounge customer area= 264.42 sf @ 1:15 = 18 persons Booth Seating= 48" booths/24=4 x 10=40 persons Large Booth= 8 persons Pool Table Room= 273 @ 1:15= 18 persons Bar employee area= 243 sf @ 1:200= 2 persons Bar Seating= 22 linear feet @ 2' per person= 11 persons Office= 118 sf @ 1:150= 1 person Building BOH/Storage = 1139 sf = 0 persons TOTAL BUILDING INTERIOR OCCUPANCY= 98 PERSONS (49 females 49 males) IMPERVIOUS COVER CALCULATIONS Site Area= .5489 acres= 23,910 sf Building Footprint= 4048 sf Parking Area/Driveway= 5,151.7 sf Patio= 1,398.3 sf Concrete Basin= 92 sf Canopy= 421 sf Total I.C. on site= 10,690/23,910= 45% CS-1-CO Area= 16,917.2 sf Building Footprint= 4048 sf Parking Area/Driveway= 6,200 sf Patio= 1,398.2 sf Concrete Basin= 92 sf Canopy= 421 sf Total I.C. on CS-1-CO=10,690/16,917.2=63.2% I-RR Area=6,937.45 sf Parking Area/Driveway= 805 sf Total I.C. on I-RR= 805/6,937.45= 11.6% TYPE VB: 3601 sf-4800 sf =1750 gallons per minute ***there is no new impervious cover proposed. Drainage patterns will not change from existing drainage patterns upon project completion and regrading.*** A2 VB 4048 sf N/A N/A 06/08/2025 500 BLK THOMPSON LANE BOX 1502 NO NO Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments N/A 2 523 Thompson Ln - Key Aerial Map SCALE: 1:1.11 PLUMBING FIXTURE CALCULATION: Per 2021 Uniform Plumbing Code Building Occupancy 99 persons (49 males , 49 females) Plumbing Required women =1:75 (1) w.c. (1) lav Plumbing Required men = 1:75 (1) w.c. (1) lav PROVIDED: 3 Unisex Restrooms (3) w.c. (3) lavs BUILDING EGRESS REQUIREMENTS: Egress width .2 x 98= 20"" 2 Egress required 4 Egress points provided. Unsprinkled Egress points can not be less than 1/3 the diagonal of the space apart. Diagonal distance Building= 106'-9"' 1/3 the diagonal of space= 1/3 (106.75)=35.6' Distance between egress points Building= 104'-3" Path of travel SITE PLAN APPROVAL CASE NUMBER________________ APPLICATION DATE____________________ APPROVED ON____________ ADMINISTRATIVELY BY COMMISSION UNDER SECTION 112 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE EXPIRATION DATE LDC (25-5-81)__________CASE MANAGER _____________ _____________________________________________________________ DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE____________ZONING______________ APPROVAL STAMPS: Approval of these plans by the City of Austin indicates compliance with applicable City regulations only. Approval by other governmental entities may be required prior to the start of construction. The applicant is responsible for determining what additional approvals may be necessary. No new construction is proposed with this Conditional Use Permit. SPC-2024-0424A (Related Case: C14-97-0095) C1 SHEET 1 OF 11 2124 E. 6th Street, Ste 106 Austin, TX 78702 r a B w o r C e n a L n o s p m o h T 3 2 5 1 0 7 8 7 X T , I N T S U A 1 Feb 4,2025 Site Plan Sub MARK DATE DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT SHEET TITLE COVER SHEET GENERAL CONDITIONS: 1 Contractor shall verify all existing conditions & dimensions prior to the start of construction. Any discrepancies shall be immediately brought to the attention of the architect. 2 The contract documents are complimentary, and what is required by one, architectural, civil, structural, mechanical, plumbing, or electrical drawings or specifications, addendum, bulletin or other document, shall be as binding as if required by all. Contractor shall use only complete sets of contract documents for each and every item of work. 3 Contractor agrees that, in accordance with generally accepted construction practices, contractor shall be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours. Contractor further agrees to defend, indemnify, and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project. 4 All work shall comply with all applicable code, ordinances, A.D.A, T.A.S., and all other regulations of authorities having jurisdiction over the project. 5 All work shall be done in accordance with the applicable codes, ordinances and standard specifications of all agencies that have the responsibility of reviewing plans and specifications for construction of all items per these plans and specifications in this locality. 6 The contractor shall obtain all the necessary permits as required for construction of this project. 7 When any existing utility requires adjustment or relocation, the contractor shall notify the proper utility and coordinate his work accordingly. There shall be no claim made by the contractor and any costs caused by delays in construction due to the adjustment or relocation of utilities. 8 All traffic controls on this project shall adhere to the latest edition of the manual on uniform traffic control devices (mutcd). 9 The owner shall not be held liable for any claims resulting from accidents or damages caused by the contractor's failure to comply with traffic and public safety regulations during the construction period. 10 The contractor shall confine his activities to the project site under development or the existing right-of-ways, construction and permanent easements, and shall not trespass upon other property. 11 The contractor shall despose of all surplus excavation properly and provide all suitable fill material as approved by the soils engineer, and the cost shall be included in the price bid for the related items. 12 Erosion and sediment control shall be provided in accordance with local and/or state requirements. Protective measures shall be taken by the contractor to protect adjacent property at all times during construction. Protective measures shall be taken by the contractor so as not to cause any mud, silt or debris onto public or adjacent property. Any mud or debris on public property shall be removed immediately. 13 All work shall be guaranteed by the contractor to be free from defects in workmanship and materials and in conformance with the approved plans and specifications, and that the contractor shall replace or repair any work or material found to be defective. 14 Contractor shall verify that the plans and specifications that he is using are the very latest plans and specifications and further shall verify that these plans and specifications have been approved by all applicable permit-issuing agencies. 15 Should the contractor encounter conflict between these plans and specifications, either among themselves or with the requirements or any and all reviewing and permit-issuing agencies, he shall seek clarification in writing from the architect before commencement of construction. Failure to do so shall be at the sole expense to the contractor. 16 The contractor is required to take due precautionary measures to protect the utilities or structures at the site. It shall be the contractor's responsibility to notify the owner of utilities or structures concerned before starting work. 17 Install all manufactured items, materials, and equipment in strict accordance with manufacturer's written instructions, except that the specifications, where more stringent, shall govern. 18 The contractor shall be responsible for providing all taps, extensions, water, and electricity for all project functions, office, storage, etc. 19 The contractor shall be responsible for providing his own telephone, toilet, valves, or other devices necessary to run power tools and equipment. Such modifications to existing utilities shall be removed at completion of the project. 20 Contractor shall submit shop drawings to the architect in a timely manner that will allow not less than 14 days for review. The general contractor shall submit correct number required, but not less than 4 copies. 21 The general contractor shall provide street numbering on the building in compliance with local authority. 22 All penetrations thru walls shall be sealed air/water tight and caulked with 2 part sealant each side and as noted in specifications. 23 The general contractor shall refer to COMCheck and Specifications for required values of all insulating materials. General Contractor shall verify the insulating values of all existing materials to be utilized for Energy Code compliance. 24 The general contractor shall provide (1) copy of as-built drawings to the owner at the completion of the project. As-built drawings shall be kept on the job at all times and updated throughout the course of work as required per specifications. 25 Unless noted otherwise, site plan dimensions are to face of curb. Floor plan dimensions are to face of studs, framing, masonry, concrete wall panels, or foundation walls. 26 All work shall be performed in a manner and at a time which least disrupts the business procedures of any neighboring business. 27 Contractor shall abide by terms of the lease agreement and/or Landlord requirements for construction if applicable. 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If you have any questions about an item, please contact your reviewer for assistance. Austin Fire Department Fire Design Codes 2021 International Fire Code (IFC) with City of Austin local amendments to the IFC Fire Flow Demand @ 20 psi (gpm) Calculated fire-flow demand of the most demanding building on the site. Reference 2021 IFC, Appendix B, table B105.1(2) for commercial buildings and table B105.1(1) for Townhouse/Townhomes/Condominiums, One and two family dwellings, group R-3 and group R-4 buildings. Occupancy Classification What is the occupancy classification per the 2021 International Building Code (IBC) for the most demanding building, B, Business, E, Educational, R-2, Multi-Family Residential, etc.? Construction Classification 2021 International Building Code (IBC) construction classification of the building with the greatest fire-flow demand (e.g., type IA, type V-B, etc.) Building Fire Area (s.f.) Fire area in gross square feet (all floor levels combined) of the most demanding building on the site per 2021 IFC Appendix B, section B104. Automatic Fire Sprinkler System Type (If applicable) The type of fire sprinkler system that is to be installed in the most demanding building (e.g., NFPA 13, NFPA 13R or NFPA 13D) Reduced Fire Flow Demand @ 20 psi for having a sprinkler system (gpm) (If applicable) Be advised that after reductions the minimum fire-flow demand allowed for an NFPA 13 fire sprinkler system is 1,000 gpm. After reductions the minimum fire-flow demand allowed for an NFPA 13R fire sprinkler system is 1,500 gpm. Reference Table B105.2 of the 2021 IFC. For NFPA 13D systems, for fire areas/building area 0-3600 sq ft the min required fire flow after reductions is 500gpm for fire areas/building areas 3601 sq ft or greater it is ½ of the value shown in table B105.1(2) – Reference table B105.1(1). AFD Fire Hydrant Flow Test Date Test Report date cannot be older than 1 year from the date of site plan submittal to the COA AFD Fire Hydrant Flow Test Location Block Number and Street Name City of Austin Pipeline Ordinance Applies to Project Yes or No High-Rise Yes or No International Wildland-Urban Interface Code Either N/A or 2015 Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments Alternative Method of Compliance AMOC (If applicable) AMOC number and the date the AMOC was approved by the city. Or N/A Reference: 2021 IFC Section 507 FR2 - CURRENT STATUS: Pending (cid:120) UPDATE U0: Provide or revise the “Fire Department Notes” in the general notes section to quote the (6) standard & required notes exactly as shown below, do not add any other additional notes. 02 SPC-2024-0424A - Crow Bar; District 35 of 7 " 6 1 / 9 4 - ' 6 2 ) e n o Z l a r t n e C s a x e T - 3 0 2 4 ( , t n e m t m m o c i e l t t i t n e r r u c a f o i t f e n e b e h t t u o h t w i d e r a p e r p s a w p a m i s h T . 2 n i i s n o t c r t s e r i r o / d n a s t n e m e s a e o t t c e j b u s e b y a m t o l i s h t e r o f e r e h t d n a . n o e r e h n w o h s s e n o e h t o t i n o t d d a i . i s n o t a v r e s b o S P G T E N K T R e l b m r T i n o p u d e s a b e r a n o e r e h n w o h s i s n o t a v e l E 8 8 D V A N . 3 ' 4 2 . 0 4 2 ) ' 0 0 . 0 4 2 E " 4 5 ' 0 4 ° 2 4 N E ' 5 1 ° 5 4 N ( l r e e v t a a v s w 28'-2 1/2" r e t e m w vw r e t a w t a p l r e p e n L i g n d i l i u B ' 5 2 " G d n a B " . m e t s y S i e t a n d r o o C e n a l P e t a t S e h t n o d e s a b s i y e v r u s i s h t r o f i n o t a t n e r O i . 1 . ' 0 8 2 7 4 = i n o t a v e l E . e t e r c n o c n o i d e b r c s n i e l g n a r T i 4,123.15 sq ft 4 top booth 4 top booth 4 top booth SITE PLAN RELEASE NOTES: a. All improvements shall be made in accordance with the released site plan. Any additional improvements will require site plan amendment and approval of the Development Services Department. b. Approval of this Site Plan does not include Building and Fire Code approval nor building permit approval. c. All signs must comply with requirements of the Land Development Code (Chapter 25-10). d. Additional electric easements may be required at a later date. ) e c n a t s i D e. Water and wastewater service will be provided by the City of Austin. d n a f. All existing structures shown to be removed will require a demolition permit from the City of Austin Development Services Department. g. A development permit must be issued prior to an application for a building permit for non- consolidated (A) or Planning Commission approved site plans. h. For driveway construction: The owner is responsible for all costs for relocation of, or ' damage to utilities. 5 f p i 0 i. For construction within the right-of-way, a ROW excavation permit is required. g n i r a e B d r o c e R ( e l o p E L A C S C I H P A R G ADJACENT BUILDING Drainage Charge 523 Thompson Lane SCALE: 1:0.00 4 1 T O L E R A U Q S E C R E M M O C 7 7 2 e g a P 7 7 e m u l o V 100'-4 7/8" 154'-9 7/8" fence to be relocated to accomodate Fire Lane requirements (S45°01'E 298.98') 298.64' S47°25'07"E y c n e g A t n e m e g a n a M y c n e g r e m E l a r e d e F e h t o t i g n d r o c c a , L 0 1 6 0 C 3 5 4 8 4 . o N l e n a P p a M e t a R e c n a r u s n I d o o l F . 0 2 0 2 , 2 2 y r a u n a J d e t a d s a e r a ( E A e n o Z i n h t w i s i y t r e p o r p i s h t f o i n o t r o p A . y e v r u S i c h p a r g o p o T i ) n a l P d o o l F r a e Y 0 0 1 e h t f o i e d s n i e b o t i d e n m r e t e d , 1 i i n o t d n o C , 6 y r o g e t a C a r o f s t n e m e r u q e r i i y l l a t n a t s b u s y e v r u s i s h T . i s e t i l i b a y m f o t s e b e h t o t e h t f o d n u o r g e h t n o e d a m y a d i s h t s a w y e v r u s a e t a r u c c a s i d n a n o e r e h i d e b r c s e d y l l a g e l y t r e p o r p t a h t i y f t r e c y b e r e h s e o d i d e n g s r e d n u e h T f o y t e c o S i s a x e T t n e r r u c e h t h t w i s e i l p m o c i e c t c a r P f o l a u n a M s r o y e v r u S i l a n o s s e f o r P S I V A R T F O Y T N U O C S A X E T F O E T A T S E H T E H T n i t n i o p d e t a l u c l a c d n u o f e p i p n o r i " 2 / 1 9 0 0 2 r e b m e c e D f o n i n o i t i s o p ) ' 0 0 . 0 5 ' 5 0 . 0 5 W " 8 0 ' 4 5 ° 2 4 S W ' 3 2 ° 5 4 S ( ) ' 0 0 . 0 8 ' 4 8 . 9 7 W " 8 0 ' 4 5 ° 2 4 S W ' 3 2 ° 5 4 S ( A 2 1 T O L 5 D N A , 4 , 3 , 2 S T O L F O T A L P D E D N E M A E R A U Q S E C R E M M O C 1 8 0 0 0 1 1 0 2 . o N t n e m u c o D " s t n o P i l l A " d n u o f d o r n o r i d e p p a C s r a e b d e s u t o n t u b ' 9 7 . 4 W 2 4 ° 5 4 N t a p l r e p . . E U P . ' 4 4 . 5 5 4 4 5 4 639.81 sq ft 4,426.11 sq ft ' 5 2 ' 6 0 . 0 6 4 I-RR 6,937.45 sf a e r a CS-1-CO 16,917.2 sf 3 1 T O L l d e t a u c a c l t e e F e r a u q S 4 5 8 3 2 , 4 0 ' - 4 5 / 8 " l a t e m i r e n a t n o c M P 3 1 : 2 | 5 2 0 2 , 2 l y u J , y a d s e n d e W | 1 0 5 0 9 1 . . r e V | l n p . 5 2 . 1 1 . 6 0 r a B w o r C j \ r a B w o r C \ s t c e o r P 5 2 0 2 \ w e r D d o h - Z \ d a u q S k e e G w e r D d o h - Z \ l l \ : C 24'-2 3/8" t n a r d y h e r f i 0 7 4 22'-10 3/4" e t e r c n o c " 6 1 / 7 8 - ' 3 3 3 7 4 ' 3 3 . 43'-9" 43.7' t u o - n a e c l c n g s i s a g 4 7 4 l l a w e t e r c n o c e t e r c n o c d e r e v o c 1,398.29 sq ft e t e r c n o c 5,151.7 sq ft e t e r c n o c 5 6 4 d i l i c t p e d s r a l l o b r o o f l i h s n f i 4 top booth ' . 2 5 8 6 4 4 top booth 4 top booth . v e E l FFE 468.52' 5 8 ' . 4 0 4 i c r t c e l e r e t e m A Exst Exst 9 8 3 HS Ice Mop sink concrete wall ' 0 8 . l l a w f p i new operable gate w/no lock existing cactus landscaping to be removed e t e r c n o c ) ' 0 0 . 0 8 ' 0 0 . 0 8 E " 4 5 ' 0 4 ° 2 4 N E ' 5 1 ° 5 4 N ( t n e m e v a p f o e g d e " 2 / 1 8 - ' 0 5 27'-2 1/4" " 6 1 / 1 - ' 4 2 Driveway into Callahan's General Store 1 SITE PLAN SCALE: 1/16" = 1'-0" i t m i l d e e p s n g s i e n o h p e l e t l a t s e d e p t e l o h n a m T & T A ' 7 1 . 3 7 E " 4 5 ' 0 4 ° 2 4 N ) E ' 5 1 ° 5 4 N ( U rack 2 spaces per detail #710s-1. e t e r c n o c p m a r ADA ramp e t e r c n o c s p e t s 100.4' 9 5 8 top booth g n d i l i u B e t e r c n o C y r o t S - e n O 0 sq ft 3 2 5 4 top booth 4 top booth . o N E x s t 4 top booth 4 top booth 22'-0" HS mug froster mug froster dump 1 11 2 3 5 1a 6 11 2 11 4 1a 7 k n s i p m o c 3 100.4' 5' Backbar Cooler B 5 keg Direct Draw Cooler C 1 3 ' 8 2 . t n e m e s a E e g a n a r D d e s o p o r P i D B T - o N d r o c e R " 6 1 / 3 1 - ' 8 2 " 6 - ' 8 1 ' . 4 0 4 97 77 9 6 ' 1 8 . 1 T O L H.C. Parking e t e r c n o c 8'-0" 9'-0" C L L i , s g n d o H l V E i n t s u A e r a u q S e c r e m m o C , 1 t o L ( ) e r c A 9 7 8 0 . t p e c x E d n a e v a S 4 1 0 8 3 0 3 2 0 2 . o N t n e m u c o D 91.23 sq ft 10,808.14 sq ft 7.5' P.U.E. per plat N47°26'58"W 298.33' (N45°01'W 298.79') (N45°24'56"W 50.59') per Doc. No. 201100081 " d d o D " N47°56'39"W 50.59' (N45°01'W 50.00') i " e l b g e l l i " ) ' 0 0 . 2 1 1 ' 0 0 . 2 1 1 W " 5 3 ' 5 5 ° 2 4 S W " 7 1 ' 7 2 ° 5 4 S ( 2124 E. 6th Street, Ste 106 Austin, TX 78702 r a B w o r C e n a L n o s p m o h T 3 2 5 1 0 7 8 7 X T , I N T S U A 1 Feb 4,2025 Site Plan Sub MARK DATE DESCRIPTION PROJECT NO: MODEL FILE: DRAWN BY: CHK'D BY: COPYRIGHT TYPE VB: 3601 sf-4800 sf =1750 gallons per minute A2 VB 4048 sf N/A N/A 06/08/2025 500 BLK THOMPSON LANE BOX 1502 NO NO Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments N/A SITE PLAN RELEASE NOTES: a. All improvements shall be made in accordance with the released site plan. Any additional improvements will require site plan amendment and approval of the Development Services Department. b. Approval of this Site Plan does not include Building and Fire Code approval nor building permit approval. c. All signs must comply with requirements of the Land Development Code (Chapter 25-10). d. Additional electric easements may be required at a later date. e. Water and wastewater service will be provided by the City of Austin. f. All existing structures shown to be removed will require a demolition permit from the City of Austin Development Services Department. g. A development permit must be issued prior to an application for a building permit for non- consolidated (A) or Planning Commission approved site plans. h. For driveway construction: The owner is responsible for all costs for relocation of, or damage to utilities. i. For construction within the right-of-way, a ROW excavation permit is required. SHEET TITLE SITE PLAN SPC-2024-0424A (Related Case: C14-97-0095) A0.1 SHEET 5 OF 11 A call out note is missing that indicates the size and type of the fire line backflow preventer on the Utility Plan. lefthand column of the table. If you have any questions about an item, please contact your reviewer for assistance. Austin Fire Department Fire Design Codes 2021 International Fire Code (IFC) with City of Austin local amendments to the IFC Fire Flow Demand @ 20 psi (gpm) Calculated fire-flow demand of the most demanding building on the site. Reference 2021 IFC, Appendix B, table B105.1(2) for commercial buildings and table B105.1(1) for Townhouse/Townhomes/Condominiums, One and two family dwellings, group R-3 and group R-4 buildings. Occupancy Classification What is the occupancy classification per the 2021 International Building Code (IBC) for the most demanding building, B, Business, E, Educational, R-2, Multi-Family Residential, etc.? Construction Classification 2021 International Building Code (IBC) construction classification of the building with the greatest fire-flow demand (e.g., type IA, type V-B, etc.) Building Fire Area (s.f.) Fire area in gross square feet (all floor levels combined) of the most demanding building on the site per 2021 IFC Appendix B, section B104. Automatic Fire Sprinkler System Type (If applicable) The type of fire sprinkler system that is to be installed in the most demanding building (e.g., NFPA 13, NFPA 13R or NFPA 13D) Reduced Fire Flow Demand @ 20 psi for having a sprinkler system (gpm) (If applicable) Be advised that after reductions the minimum fire-flow demand allowed for an NFPA 13 fire sprinkler system is 1,000 gpm. After reductions the minimum fire-flow demand allowed for an NFPA 13R fire sprinkler system is 1,500 gpm. Reference Table B105.2 of the 2021 IFC. For NFPA 13D systems, for fire areas/building area 0-3600 sq ft the min required fire flow after reductions is 500gpm for fire areas/building areas 3601 sq ft or greater it is ½ of the value shown in table B105.1(2) – Reference table B105.1(1). AFD Fire Hydrant Flow Test Date Test Report date cannot be older than 1 year from the date of site plan submittal to the COA AFD Fire Hydrant Flow Test Location Block Number and Street Name City of Austin Pipeline Ordinance Applies to Project Yes or No High-Rise Yes or No International Wildland-Urban Interface Code Either N/A or 2015 Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments Alternative Method of Compliance AMOC (If applicable) AMOC number and the date the AMOC was approved by the city. Or N/A Reference: 2021 IFC Section 507 FR2 - CURRENT STATUS: Pending (cid:120) UPDATE U0: Provide or revise the “Fire Department Notes” in the general notes section to quote the (6) standard & required notes exactly as shown below, do not add any other additional notes. Find My Drainage ChargeLegendDrainage ChargeDUF ParcelImperviousCoverImpervious Cover100%50%Notes0350700ftThis product is for informational purposes and may not have been prepared foror be suitable for legal, engineering, or surveying purposes. It does notrepresent an on-the-ground survey. This product has been produced by the Cityof Austin for the sole purpose of geographic reference. No warranty is made bythe City of Austin regarding specific accuracy or completeness.11/24/202402 SPC-2024-0424A - Crow Bar; District 36 of 7 FIRE ZONE NOTE 07-23-2025 SCALE 1" = 300' "This property is within the Airport Overlay Zone AO-3. Development on this property is limited by Chapter 25-13 of the Austin City Code. Airport hazards as defined in Federal Aviation Regulations Part 77, as adopted by the City in Section 25-13-23, are prohibited. Noise level reduction measures may be required for certain new structures." For more information, contact AviationLandUse@flyaustin.com. I C L L P G N T L U S N O C & I G N R E E N G N E I T N A V R E S C E T U S I , D A O R A C A H C N A M 0 0 0 2 1 . L E T 1 5 2 5 - 8 6 3 ) 2 1 5 ( 8 4 7 8 7 S A X E T , I N T S U A 4 0 5 6 1 - F INSET 1 SCALE 1" = 5' SCALE 1" = 80' BICYCLE PARKING TABLE MINIMUM BICYCLE PARKING REQUIREMENT: TWO SPACES FOR COMMERCIAL USES, OR 10 PERCENT OF THE PROPOSED MOTOR VEHICLE PARKING SPACES, WHICHEVER IS GREATER. THEN 2 SPACES PROVIDED N L N O S P M O H T 3 2 5 E N A L N O S P M O H T 3 2 5 S A X E T , I N T S U A I N A L P E T S E S U F O E G N A H C E T A D Y B SCALE 1" = 10' I N O T C E R R O C N O S V E R I / I . O N DATE: 07/23/2025 FILE: 523 THOMPSON DRAWN: O.A.O. SHEET 10 OF 11 SPC-2024-0424A 02 SPC-2024-0424A - Crow Bar; District 37 of 7