11 SPC-2024-0302C - Toyota of North Austin; District 4 - Staff Report — original pdf

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Property Profile 0 350 700 ft 10/5/2026 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey. This product has been produced by the City of Austin for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. Legend Property Street Labels Council Districts Jurisdiction Boundary FULL PURPOSE LIMITED PURPOSE EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION 2 MILE ETJ AGRICULTURAL AGREEMENT OTHER CITY LIMITS OTHER CITY LIMITS OTHER CITIES ETJ OTHER CITIES ETJ OUTSIDE ANY CITIES JURISDICTION Notes OUTSIDE ANY CITIES JURISDICTION Review Cases Site Plan Review Cases (All) Jurisdiction Fill Jurisdiction FULL PURPOSE LIMITED PURPOSE EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION AGREEMENT OTHER CITY LIMITS OTHER CITY LIMITS OTHER CITIES ETJ OTHER CITIES ETJ 2 MILE ETJ AGRICULTURAL OUTOUTSIDE ANY CITIES JURISDICTION OUTOUTSIDE ANY CITIES JURISDICTION 11 SPC-2024-0302C - Toyota of North Austin; District 41 of 12PLANNING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET CASE NUMBER: SPC-2024-0302C PROJECT NAME: Toyota of North Austin ADDRESS: 8400 RESEARCH BLVD COUNCIL DISTRICT: 4 NEIGBORHOOD PLAN: Wooten WATERSHED: Little Walnut Creek PC DATE: 10/13/2026 OWNER: AGENT: Group 1 Realty, INC. t 800 Gessner Road, Ste. 500 Houston, TX 77024 Jackson Walker LLC, Pamela Madere 100 Congress Ave. Ste. 1100 Austin, TX 78701 (512) 236-2048 CASE MANAGER: Alyse Ramirez alyse.ramirez@austintexas.gov (512) 978-1750 PROPOSED DEVELOPMENT: The applicant is requesting a conditional use permit for a commercial building that is greater than 100,000 square feet. The proposed building will be an Automotive Sales use. The proposed building area is 130,967 square feet total on a 577,953 square foot site area. Per 25-2-815, a large retail use with 100,000 square feet or more of gross floor area is a conditional use. STAFF RECOMMENDATION: Staff recommends approval of the conditional use permit with conditions. The site plan will comply with all requirements of the Land Development Code requirements. The proposed conditions are included here: 1. The neighborhood does not want car alarms to be used to locate vehicles. 2. The neighborhood requests that no test drives to occur in the neighborhood. 3. The neighborhood requests a monthly update during the initial construction and the name of a contact person in that regard. 4. The neighborhood requests a construction schedule. 5. The neighborhood requests that deliveries of vehicles to the dealership will occur inside the property boundaries. 6. The neighborhood requests $1,000 to be donated to the neighborhood so that they can create a residential parking permit/parking benefit district/parking management system. 7. The neighborhood requests $150,000 to be donated to the neighborhood so that they can make improvements to the Wooten Neighborhood Park located at 1406 Dale Drive. PROJECT INFORMATION: 11 SPC-2024-0302C - Toyota of North Austin; District 42 of 12 SPC-2024-0113A 2 AREA: 166,598 sqft. footprint on a 577,953 sqft. site EXIST. ZONING: CS-NP, LI-CO-NP ALLOWED F.A.R.: 2:1 MAX. BLDG. COVERAGE: 95% MAX. IMPERVIOUS CVRG: 95% REQUIRED PARKING: N/A PROPOSED ACCESS: 183 Research Blvd. EXISTING F.A.R.: 0.23:1 EXISTING BLDG. CVRG: 80.11% EXISTING IMPERVIOUS CVRG: 90.08% PROVIDED PARKING: on site SUMMARY COMMENTS ON SITE PLAN: Land Use: The lot is zoned CS-NP (General Commercial Sales in a Neighborhood Plan) and LI- CO-NP (Limited Industrial Services Conditional Overlay in a Neighborhood Plan). The conditional overlay established by Zoning Ordinance No. 040401-32A prohibits the property from the following uses: Recycling Center, Scrap and Salvage, and Resource Extraction. The Staff recommends approval of the conditional use permit request. Environmental: The site is located in the Little Walnut Creek Watershed and subject to the Urban Watershed regulations. There were no Environmental review comments. Transportation: Parking spaces are located on-site. All Transportation comments have been cleared. Access to the site will be from Research Blvd. SURROUNDING CONDITIONS: Zoning/ Land Use North: South: West: East: GR-NP, Gas Station and MF-3-NP, Apartments GR-NP, and CS-NP, Car Rental SF-3-NP, Single Family Residential Highway, 183 Research Blvd. NEIGHBORHOOD ORGNIZATIONS: Wooten Neighborhood Association North Austin Neighborhood Alliance Austin Neighborhoods Council Friends of Austin Neighborhoods Homeless Neighborhood Association Shoal Creek Conservancy Wooten Neighborhood Plan Contact Team 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. 11 SPC-2024-0302C - Toyota of North Austin; District 43 of 12 SPC-2024-0113A § 25-5-146 CONDITIONS OF APPROVAL. 3 (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 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 use of Automotive Sales is a permitted use within the CS base zoning district. The large retail use with a square foot gross floor area of 100,000 or more is a conditional use per 25-2-815 LDC. 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 large retail use of Automotive Sales would not more adversely affect an adjoining use than would a permitted use. 11 SPC-2024-0302C - Toyota of North Austin; District 44 of 12 SPC-2024-0113A 4 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. 11 SPC-2024-0302C - Toyota of North Austin; District 45 of 12 PROJECT TEAM OWNER GROUP 1 REALTY, INC. 800 GESSNER ROAD, SUITE 500 HOUSTON, TX 77024 PHONE: (713) 6444 ATTN: BRAD JOHNSON CIVIL ENGINEER COOL BREEZE CONSULTANTS LLC 1314 AVENUE A, SUITE A KATY, TX 77493 PHONE: 979.255.9326 ATTN: JOHN MCINTYRE, P.E. ARCHITECT CLEAR ARCHITECTURAL DESIGN, LLC LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP 10315 KENSINGTON PARKWAY, SUITE 206/208 9600 GREAT HILLS TRAIL, SUITE 150W KENSINGTON, MD 20895 PHONE: (301) 302-8314 ATTN: DAVID K. CLEAR AUSTIN, TX 78759 PHONE: 800.680.6630 ATTN: STEPHEN W. SALES PERMIT SET SITE CONSTRUCTION DRAWINGS FOR TOYOTA OF NORTH AUSTIN NUMBER DESCRIPTION REVISE (R) ADD (A) VOID (V) SHEET No.s TOTAL # SHEETS IN PLAN SET NET CHANGE IMP. COVER (SQ. FT.) TOTAL SITE IMP. COVER (SQ. FT.) / % CITY OF AUSTIN APPROVAL DATE DATE IMAGED 8400 RESEARCH BOULEVARD TRAVIS COUNTY, CITY OF AUSTIN, TEXAS 78758 TRAFFIC CONTROL PLAN NOTE: GENERAL NOTES: THIS NOTE IS BEING PLACED ON THE PLAN SET IN THE ABSENCE OF A TEMPORARY TRAFFIC CONTROL PLAN (TCP) WITH THE FULL UNDERSTANDING THAT AN ENGINEERED TCP SHALL BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. FURTHERMORE, A TCP SHALL BE SUBMITTED TO THE TCP PORTAL FOR REVIEW A MINIMUM SIX (6) WEEKS PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT/PROJECT REPRESENTATIVE FURTHER RECOGNIZES THAT A TCP REVIEW FEE IS REQUIRED FOR THE INITIAL REVIEW AND ALL RE-REVIEWS AS PRESCRIBED BY THE MOST CURRENT VERSION OF THE CITY'S FEE ORDINANCE. 1. THE SITE IS NOT LOCATED OVER THE EDWARD'S AQUIFER RECHARGE ZONE. 2. 3. THIS SITE PLAN IS SUBJECT TO SUBCHAPTER E OF THE LAND DEVELOPMENT CODE (COMMERCIAL DESIGN STANDARDS). APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENT ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. 4. NO VERTICAL IMPROVEMENTS ARE LOCATED IN THE CITY OF AUSTIN RIGHT-OF-WAY. CITY OF AUSTIN R.O.W. NOTES 5. COMPLIANCE WITH THE COMMERCIAL AND MULTI-FAMILY RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES AND BUSINESS AND OFFICE BUILDINGS. VICINITY MAP CITY OF AUSTIN GRID - K30 TCAD PARCEL NO. - 023910-0418 WATERSHED - CITY OF AUSTIN-COLORADO RIVER RELATED CASES: NORTH,SOUTH PRESSURE ZONE? DEVELOPED BY CONTRACTOR TO COORDINATE ALL WORK WITHIN THE CITY OF AUSTIN R.O.W. WITH THE RIGHT OF WAY MANAGEMENT DEPARTMENT (512-974-7828). FEMA FLOODPLAIN NOTE THE TRACT SHOWN HEREON LIES WITHIN ZONE (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), AS DEPICTED ON F.E.M.A. FEDERAL INSURANCE RATE MAP PANEL NO. 48453C0455J, DATED JANUARY 6, 2016. "X" 6. DEVELOPMENT OF STRUCTURES THAT REQUIRE A BUILDING PERMIT WITHIN THIS SITE PLAN, OR REVISIONS THEREOF, ARE REQUIRED TO COMPLY WITH THE CITY OF AUSTIN STREET IMPACT FEE ORDINANCES, AS APPLICABLE, AND MUST BE PAID UPON COMPLETION OF THE BUILDING PERMIT PLAN REVIEW FOR EACH BUILDING. 7. RETAINING WALLS OVER FOUR (4) FEET IN HEIGHT, MEASURED FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL, SHALL BE ENGINEERED AND WILL REQUIRE A SEPARATE PERMIT (UNIFORM BUILDING CODE 106.2.5). 8. 9. 10. THIS PROJECT IS LOCATED IN THE LITTLE WALNUT CREEK WATERSHED WHICH IS CLASSIFIED AS AN URBAN WATERSHED. LEGAL DESCRIPTION: LOT 1, BLOCK A OF MAUND ADDITION 2 (VOLUME 92, PAGE 359) AND LOT 1, BLOCK A OF 8500 PIECES OF C & C (DOCUMENT NO. 200900053) IF AT ANY TIME DURING CONSTRUCTION OF THIS PROJECT AN UNDERGROUND STORAGE TANK (UST) IS FOUND, CONSTRUCTION IN THAT AREA MUST STOP UNTIL A CITY OF AUSTIN UST CONSTRUCTION PERMIT IS APPLIED FOR AND APPROVED. ANY UST REMOVAL WORK MUST BE CONDUCTED BY A UST CONTRACTOR THAT IS REGISTERED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). CONTACT ELIZABETH SIMMONS AT ELIZABETH.SIMMONS@AUSTINTEXAS.GOV IF YOU HAVE ANY QUESTIONS. [COA TITLE 6]" 11. THE PROPOSED SEDIMENTATION AND BIOFILTRATION BASINS SHALL BE PRIVATELY MAINTAINED. 12. FOR THE MAINTENANCE OF THE WATER QUALITY FACILITY, SEE THE AGREEMENT FILED IN DOCUMENT NO. 2026064280, OFFICIAL PUBLIC RECORDS, TRAVIS COUNTY, TEXAS. TXDOT PERMIT NOTES TXDOT PERMIT NO. 25-46754 APPROVAL DATE: 04/30/2026 STATIONING: TRM 512+0.586 TXDOT PERMIT NO. 25-46755 APPROVAL DATE: 04/30/2026 STATIONING: TRM 512+0.631 TXDOT PERMIT NO. 25-46756 APPROVAL DATE: 04/30/2026 STATIONING: TRM 512-0.69 800 GESSNER ROAD, SUITE 500 HOUSTON, TEXAS 77024 713-647-5700 COOL BREEZE CONSULTANTS LLC 1314 Avenue A, Suite A Katy, TX 77493 Phone: 832-349-4018 Email: admin@coolbreezeconsultants.com www.coolbreezeconsultants.com TBPE FIRM # F-20465 I E R Y T N C M N H O J : Y B D E V A S 3 0 - 6 0 - 6 2 0 2 : . E T A D T O L P g w d T E E H S R E V O C 0 . 0 C : H T A P E L I F Civil Drawing Index Sheet Number Sheet Title 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 COVER SHEET GENERAL NOTES AW GENERAL NOTES SURVEY SURVEY PLAT PLAT DEMOLITION PLAN EROSION-SEDIMENTATION CONTROL & TREE PROTECTION PLAN EROSION-SEDIMENTATION CONTROL & TREE PROTECTION DETAILS OVERALL SITE PLAN SITE PLAN A SITE PLAN B SITE PLAN C PAVING PLAN GRADING PLAN A GRADING PLAN B GRADING INSETS UTILITY PLAN A UTILITY PLAN B UTILITY PLAN C UTILITY PROFILES & DETAILS WATER LINE ISOLATION PLAN & DETAILS EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP CITY OF AUSTIN DRAINAGE CALCULATIONS CITY OF AUSTIN DRAINAGE CALCULATIONS TXDOT DRAINAGE CALCULATIONS STORM INLET AREA MAP STORM SEWER CALCULATIONS STORM SEWER PLAN A STORM SEWER PLAN B WATER QUALITY PLAN WATER QUALITY POND LANDSCAPE PLAN WATER QUALITY DETAILS & CALCULATIONS LIFT STATION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS OVERALL LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANSCAPE SCHEDULE & DETAILS LANDSCAPE NOTES & SPECIFICATIONS TREE DISPOSITION TREE DISPOSITION TREE DISPOSITION TREE INVENTORY SCHEDULE TREE DISPOSITION DETAILS & SPECIFICATIONS m o c . s t n a t l u s n o c e z e e r b o o c @ n m d a i l : l i a m E m o c . s t n a t l u s n o c e z e e r b o o c . w w w l 5 6 4 0 2 - F # M R F E P B T I S E C I V R E S G N I R E E N I G N E L A N O I S S E F O R P C L L S T N A T L U S N O EC Z E E R B L O O C A e t i u S , A e u n e v A 4 1 3 1 3 9 4 7 7 X T , y t a K 8 1 0 4 - 9 4 3 - 2 3 8 : e n o h P I T N I M P J M P J M P J M P J E T A D 5 2 0 2 / 4 2 / 3 0 5 2 0 2 / 5 1 / 2 1 6 2 0 2 / 6 1 / 4 0 6 2 0 2 / 3 0 / 6 0 I I N O T P R C S E D I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I . O N 1 2 3 4 T E E H S R E V O C I N T S U A H T R O N F O A T O Y O T D R A V E L U O B H C R A E S E R 0 0 4 8 S A X E T , Y T N U O C S V A R T I , I N T S U A F O Y T C I 3 2 0 2 / 0 3 / 2 1 N.T.S. H N D M P J M G : E T A D : E L A C S : N W A R D : D E K C E H C : D E V O R P P A 5 5 0 - 2 2 : O N T C E J O R P Seal STATE OF TEXAS JOHN PATRICK MCINTYRE P 124991 LICENSED ROFESSIONA L ENGINE R E 06/03/2026 Sheet No. F-20465 1 of 54 C 2 0 3 0 - 4 2 0 2 - C P S : R E B M U N E S A C 11 SPC-2024-0302C - Toyota of North Austin; District 46 of 12 32' ZONE: GR-NP LAND USE: SERVICE STATION R10' EXIST. DRIVEWAY 2' 3 10' R10' EXISTING VALERO GAS STATION & CONVENIENCE STORE WITH FUEL CANOPY ZONE: MF-3-NP LAND USE: MULTI-FAMILY APARTMENTS 1 0 3.6 7' 1 4 0' 7 2' 0' 3 R10' THROAT STORAGE LENGTH OF EXIST. DRIVEWAY THROAT STORAGE LENGTH OF EXIST. DRIVEWAY 45' 10' BUILDING SETBACK LINE (COA LDC 25-2-492) PROP. 8' TALL BLACK ORNAMENTAL FENCE N83°22'54"E 190.70' 10' R10' 5' 4 ' 0 1 R 3 6 D RIV E 0' F W SIG A R Y ( O H M P T DIS C L E R A O T R S A P EXIST. DRIVEWAY N O T C S O E E P ) D PIN PROP. CONNECTION G TO EXIST. SIDEWALK PROP. 6' BLACK ORNAMENTAL FENCE PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. SITE LIGHT POLE (TYP.) 2' 3 58.97' 78' EXISTING OAKHURST APARTMENTS BUILDING 40.13' BEGIN ORNAMENTAL FENCE END WOOD FENCE ZONE: SF-3-NP LAND USE: RESIDENTIAL ZONE: SF-3-NP LAND USE: RESIDENTIAL PROPOSED WATER QUALITY POND (SEE SHEETS 33 - 35 FOR DETAILS) PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) PROP. 5' CONCRETE SIDEWALK 11 PROP. SIDEWALK EASEMENT (TO BE RECORDED UNDER SEPARATE INSTRUMENT) MIN. 2' OF SEPARATION BETWEEN SIDEWALK EASEMENT AND SIDEWALK 30' 18' 9' 18' 9' 11 2' EXIST. BUILDING SETBACK LINE (VOLUME 1533, PAGE 429) R10' R10' 1' 4.9 3 PROP. ADA RAMP 5' 3 0' R10' R10' 9' 30' 2 PROP. 6' BLACK ORNAMENTAL FENCE PROP. ADA STRIPING PROP. ADA RAMP PROP. ADA STRIPING 3 9' PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) S77°43'04"W 297.23' PROP. 6' BLACK ORNAMENTAL FENCE PROP. SITE LIGHT POLE (TYP.) 8' 0 . 7 7 ZONE: CS-NP LAND USE: CAR WASH R25' EXIST. CMTA BUS STOP ID 3840 TO BE MAINTAINED DURING CONSTRUCTION (SIGN, TRASH CAN, & BENCH) PROP. 5' PLANTING ZONE (5' MINIMUM WIDTH) MIN. 2' OF SEPARATION BETWEEN EASEMENT LINE AND SIDEWALK PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. BLACK ORNAMENTAL SLIDING GATE PROP. TXDOT DRIVEWAY (SEE SHEET 39 FOR DETAILS) D PROP. ZERO CURB AT RIV SIDEWALK CONNECTION E 0' F TO DRIVEWAY PROP. SIDEWALK EASEMENT W SIG (TO BE RECORDED UNDER A R SEPARATE INSTRUMENT) Y ( O H M P T DIS C L PROP. ADA RAMP E R PROP. 5' PLANTING ZONE A O T R S A P N O T C PROP. 6' CLEAR ZONE S O E (CONCRETE SIDEWALK) E P ) D PIN G PROP. CONNECTION TO EXIST. SIDEWALK 7' 6.5 2 E 2 " 1 3'3 5 ° 5 1 S 3 6 5' 2 R R5' EXIST. DRIVEWAY 4 2' 5' R 9.57' X EXIST. 10' ELECTRIC/ TELECOMMUNICATION EASEMENT (DOCUMENT NO. 200900053) ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. LIMITS OF CONSTRUCTION R40' ZONE: SF-3-NP LAND USE: RESIDENTIAL DRAINAGE EASEMENT AND RESTRICTIVE COVENANT 7' (DOCUMENT NO. 2026064280) 5.0 4 6"E 4 0'1 7°4 2 N ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. 8' TALL WOOD FENCE C O X L 25' COMPATIBILITY SETBACK LINE 18' 30' 10 ZONE: SF-3-NP LAND USE: RESIDENTIAL 10' BUILDING SETBACK LINE (COA LDC 25-2-492) 23 9' LAND USE: AUTOMOTIVE SALES ZONE: CS-NP 1 8' 3 0' 1 8' R20' 23 PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) PROP. 5' CONCRETE SIDEWALK PROP. LIMITS OF CONSTRUCTION EXISTING MISTER CAR WASH DRIVE-THRU CANOPY PROP. 6' BLACK ORNAMENTAL FENCE 2 PROP. CONCRETE CURB & GUTTER (TYP.) 6' 8 . 4 3 1 E " 4 7'1 1 ° 2 1 S R10' 15' RESTRICTED USE ZONE 10 R5' R40' 30' PROP. BLACK ORNAMENTAL SLIDING GATE R25' FL 4' 0 . 4 7 R25' 4' R4' R 42.67' 2' 4.3 2 9' 1 8' 5 9' 3 0' 1 8' 2 9' PROP. 6' BLACK ORNAMENTAL FENCE 1 8' 9' 4' 3 . 6 6 7.5' 2 3 0' 12 2' 9 . 6 6 4' R5' R 42.67' 2' 4.3 2 G 28' 6' 0.1 2 16' 27.6' R4' 4' R 16' 34' N77°48'41''E 174.71' CONNECT ORNAMENTAL FENCE TO PROP. ORNAMENTAL FENCE PROP. FIRE HYDRANT #3 8' 1 0' 3 6' 6.6 9 2' 1 . 7 6 R5' 47.69' R25' R15' 1 0 0.2 6' PROPOSED BUILDING 130,967 SF 52.47' 352' FROM PROP. FIRE HYDRANT #3 LAND USE: AUTOMOTIVE SALES ZONE: CS-NP 471.68' ZONE: SF-3-NP LAND USE: RESIDENTIAL R=50.00' 10' SCREENING ZONE L=43.70' CB=N37°19'50"W C=42.32' 10' BUILDING SETBACK LINE (COA LDC 25-2-492) END ORNAMENTAL FENCE N77°48'41''E 50.02' PROP. 6' BLACK ORNAMENTAL FENCE ZONE: SF-3-NP LAND USE: RESIDENTIAL R50' 0' 3 30' R50' R20' FL 53.76' R10' 28' R25' 16' 1' 1 29.07' 400' FROM PROP. FIRE HYDRANT #1 2' 5.9 7 PROP. LIMITS OF CONSTRUCTION ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. SITE LIGHT POLE (TYP.) X 7' 8.7 7 4"E 4 7'3 7°3 2 N ZONE: SF-3-NP LAND USE: RESIDENTIAL 30' 15' RESTRICTED USE ZONE 75.87' 183' EXISTING MISTER CAR WASH BUILDING PROP. LIMITS OF CONSTRUCTION 11 8' 5 PROP. 2' CURB CUT (TYP.) N77°48'41"E 305.76' 11 8' 1 158.31' 400' FROM PROP. FIRE HYDRANT #2 0' 3 5' . 7 2 W 378' FROM PROP. FIRE HYDRANT #3 SERVICE DRIVE AREA 106.68' 8' 6.9 9 THROAT STORAGE LENGTH OF EXIST. DRIVEWAY DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) PROP. 6' BLACK ORNAMENTAL FENCE R25' 2 4' R25' R10' 5' PROP. PIPE RAIL SWING 2 GATE & INSTALL A KNOX R KEY BOX ON THE INGRESS SIDE OF THE GATE PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. SIDEWALK EASEMENT (TO BE RECORDED BY SEPARATE INSTRUMENT) PROP. PIPE RAIL FENCE 35.7' START PIPE RAIL FENCE END ORNAMENTAL FENCE PROP. CONNECTION TO EXIST. SIDEWALK PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY EXIST. TXDOT DRIVEWAY TO REMAIN & BE REWORKED (SEE SHEET 39 FOR DETAILS) R25' R25' PROP. CONNECTION TO EXIST. CURB EXIST. 10' WATER LINE EASEMENT (VOL. 2244, PG. 544) PROP. 2 - 24' X 2' BICYCLE RACK (16 SHORT-TERM SPACES) SEE SHEET 38 FOR DETAILS PROP. ADA RAMP 48' 18.5' PROP. ADA SIGNS & STRIPING (TYP.) 4' 2.8 7 1 5 3.9' PROP. ADA RAMP PROP. EV CHARGING STATION & STRIPING WITH TOYOTA BRANDED SHOWROOM PEDESTAL & FOUNDATION AREA PROP. PRINCIPAL BUILDING ENTRANCE AND EXIT (SHADED WITH TOYOTA ENTRY PORTAL) PROP. 2 - 30' X 2' BICYCLE RACKS (20 SHORT-TERM SPACES) SEE SHEET 38 FOR DETAILS PROP. 12' CURB TRANSITION 420.47' OFFICE AREA PARTS DEPARTMENT AREA 335 3 6 7' 0.1 8 E 6 " 1 3'3 5 ° 5 1 S D RIV MIN. 2' OF SEPARATION BETWEEN EASEMENT E 0' F LINE AND SIDEWALK W SIG A R SEE NOTES ON THIS Y ( O H SHEET FOR PROP. M P T DIS WORK WITHIN CRZ C L PROP. PEDESTRIAN E R P CROSSING WARNING A R O T O R S 2 P A P 9 SIGN (TYP.) O P 4.0 N O S SEE NOTES ON THIS R E T C 9' F S D D O O SHEET FOR PROP. E E R 2 WORK WITHIN CRZ RIV P P ) O D 9 M O PIN E 3.5 W S PROP. ADA RAMP A E Y G PROP. CONNECTION TO 9' F D D EXIST. PUBLIC SIDEWALK FOR PEDESTRIAN AND R RIV O BICYCLE ACCESS M SEE NOTES ON THIS E W SHEET FOR PROP. WORK WITHIN CRZ A Y PROP. SITE LIGHT POLE (TYP.) PROP. 10' PLANTING ZONE (MINIMUM 5' WIDTH) PROP. 6" CONCRETE CURB (TYP.) SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. PIPE RAIL FENCE PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. CONNECTION TO EXIST. CURB PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. TXDOT DRIVEWAY (SEE SHEET 39 FOR DETAILS) PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY P H O 5' 2 333 R25' R25' 0 1 R 12' 3 0' ' 310 9' 18' 2' 318 25' PROP. ADA STRIPING (TYP.) 12 PROP. 2' CURB CUT W 5' 1 R 9' 9' 9' 317 315 9' 9' 9' 9' 5' 6 PROP. STRIPING FOR ADA ROUTE PROP. 2' CURB CUT 9' 25' 18' 14 9' 7 18' 9' R25' R25' 102' R25' PROP. STOP SIGN (TMUTCD R1-1) PROP. PIPE RAIL SWING GATE & INSTALL A KNOX KEY BOX ON THE INGRESS SIDE OF THE GATE R15' PROP. FIRE HYDRANT #2 PROP. STOP SIGN (TMUTCD R1-1) R15' PROP. CONNECTION TO EXIST. CURB EXIST. BUILDING SETBACK LINE (VOLUME 1533, PAGE 429) PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. PLANTING ZONE (MINIMUM 5' WIDTH) 309 9.93' SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ 28.7' 308 4 PROP. EV CHARGING STATION & STRIPING WITH FOUNDATION R5' 5' R R15' 2' 1 R 30' 18' 9' 10' SCREENING ZONE 30' R5' 55.97' 25' COMPATIBILITY SETBACK LINE 50' COMPATIBILITY SETBACK LINE ZONE: SF-3-NP LAND USE: RESIDENTIAL C S S O L X R25' R45' R50' 59.19' 5' R 30' R15' EXIST. 7.5' PUBLIC UTILITY EASEMENT (VOL. 92, PG. 359) ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. 8' TALL WOOD FENCE 51.49' 44' 3' 1.3 0 1 9' 25' 25.96' 7 18' R25' 0' 2 R R50' ZONE: SF-3-NP LAND USE: RESIDENTIAL 10' BUILDING SETBACK LINE (COA LDC 25-2-492) PROP. FIRE HYDRANT #1 10.5' 9' 18' 10 24' PROP. DUMPSTER ENCLOSURE (SEE SHEET 37 FOR DETAILS) ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. POINT OF ELECTRIC SERVICE CONNECTION TO AUSTIN ENERGY FACILITIES 4' 2 8' 1 55' PROP. BOLLARD (TYP.) 75.22' 6' 3 75' COMPATIBILITY SETBACK LINE 28' 1' 1.0 5 CAR WASH & DETAIL AREA PROP. BUILDING ELECTRIC METER PROP. ACCESS DOOR FOR AUTOMATIC FIRE SPRINKLER SYSTEM RISER ROOM 6.3 3' 379.52' PROP. 8,000 GALLON ABOVEGROUND FUEL (UNLEADED GAS) TANK & PAD (SEE SHEET 37 FOR DETAILS) R15' R15' 3 0' 5' 5.2 6 64.5' R15' SERVICE DEPARTMENT AREA 586.37' 355' FROM PROP. FIRE HYDRANT #1 W FL R15' R15' 3 0' 9' 9' 16 54' 24' 21 54' 9' PROP. 10' X 10' TRANSFORMER CONCRETE PAD WITH 20' X 20' TRANSFORMER PAD EASEMENT PROP. ACCESS DOOR FOR AUTOMATIC SPRINKER SYSTEM RISER ROOM 24 24' 9' 54' ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. (2) 25' X 18' LOADING SPACES WITH 5' CLEARANCE (50' + 5' = 55' TOTAL) T 54 X SS EXIST. 7.5' PUBLIC UTILITY EASEMENT (VOL. 92, PG. 359) ZONE: SF-3-NP LAND USE: RESIDENTIAL 4 18' 24' 0' 3 DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) 8' 1 0.5' 1 R10' 9' 9' 30 50' COMPATIBILITY SETBACK LINE 75' COMPATIBILITY SETBACK LINE ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. 8' TALL WOOD FENCE ZONE: SF-3-NP LAND USE: RESIDENTIAL X 10' SCREENING ZONE R10' R10' N62°28'59"W 565.27' LOC 25' COMPATIBILITY SETBACK LINE 10' BUILDING SETBACK LINE (COA LDC 25-2-492) 15' RESTRICTED USE ZONE 9' ZONE: SF-3-NP LAND USE: RESIDENTIAL ZONE: SF-3-NP LAND USE: RESIDENTIAL SS X 400' FROM PROP. FIRE HYDRANT #2 6.3 3' W R15' R15' PROP. SITE LIGHT 5' 2 POLE (TYP.) FL 5' 1 R R15' 24' PROP. RETAINING WALL (SEE SHEET 18 FOR DETAILS) 3 0' 9' 21 54' 24' R10' R5' PROP. BOLLARD (TYP.) W FUTURE EV CHARGING STATIONS (FOUNDATIONS TO BE INSTALLED) 3 0' PROP. ADA SIGN & STRIPING 6 5' 0' 3 9' 4 8' 1 9' 1 8' 241.05' 5 328 327 11' 6 1 8' 5 9' 1 8' PROP. EV CHARGING STATION & STRIPING WITH FOUNDATIONS R5' R5' 2 4' 5' R R5' R5' 9' R5' 9' 9' 18 18 5' 9' 24 18 PROP. SITE LIGHT POLE (TYP.) 24 PROP. SITE LIGHT POLE (TYP.) 24' 54' 24' 18' 9' 24 R10' R10' 3 0' R10' ' 5 2 R 24' 36' 24' 54' 24 9' 16 9' R10' R5' R10' PROP. LEFT TURNING PATHS INTO OPPOSING PROP. ZERO CURB AT DRIVEWAYS ON LAZY LANE SIDEWALK CONNECTION TO DRIVEWAY SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ 9' 307 306 305 22.7' PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. PLANTING ZONE (MINIMUM 5' WIDTH) PROP. SIDEWALK EASEMENT (TO BE RECORDED BY SEPARATE INSTRUMENT) 3 5 L 0.8 A Z 9' F Y L EXIST. 10' WATER LINE EASEMENT R A (VOL. 2247, PG. 63) N O E M 304 EXIST. BUILDING SETBACK LINE (VOLUME 1533, PAGE 429) 9' 18 MIN. 2' OF SEPARATION BETWEEN EASEMENT LINE AND SIDEWALK 2' 29 3 7 9.6 6' 36' 15 PROP. PIPE RAIL FENCE 30' 18' PROP. SITE LIGHT POLE (TYP.) INTERSECTION SIGHT DISTANCE TRIANGLE (CLEAR 430' PROVIDED) 9' 18' 24' 24' 18' 16 16 36' 9' 9' R15' PROP. SITE LIGHT POLE (TYP.) R5' R5' R15' 5' 1 R 6' 5.5 4 20' R5' 5' R 3 0' THROAT STORAGE WIDTH OF PROP. DRIVEWAY MIN. 2' OF SEPARATION BETWEEN PROPERTY LINE AND SIDEWALK SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. PIPE RAIL FENCE 2' 332 R5' R5' 9' PROP. SIDEWALK TO AVOID EXIST. FIRE HYDRANT & UTILITY POLE 312 42 3 6' 10' BUILDING SETBACK LINE (COA LDC 25-2-492) 263.2' FROM INTERSECTION OHP PROP. 8.5' PLANTING ZONE (MINIMUM 8' WIDTH) N73°48'59"E 175.63' 331 313 314 8.5' PROP. SIDEWALK EASEMENT (TO BE RECORDED BY SEPARATE INSTRUMENT) R10' R10' 0' 1 33' 303 302 301 300 PROP. 6" CONCRETE CURB (TYP.) PROP. LIMITS OF CONSTRUCTION PROP. STREET DEED (DOCUMENT NO. 2025127446 OF THE TRAVIS COUNTY OFFICIAL PUBLIC RECORDS) S29°20'14"W 27.73' PROP. CURB RAMPS AND CONNECTION TO EXIST. SIDEWALK S16°01'04"E 49.99' THROAT STORAGE LENGTH OF EXIST. DRIVEWAY R10' EXIST. DRIVEWAY ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. LIMITS OF CONSTRUCTION ZONE: SF-3-NP LAND USE: RESIDENTIAL START WOOD FENCE END PIPE RAIL FENCE MIN. 2' OF SEPARATION BETWEEN EASEMENT LINE AND SIDEWALK ZONE: SF-3-NP LAND USE: RESIDENTIAL 28 3 6' PROP. 5' CLEAR ZONE (CONCRETE SIDEWALK) 337 338 R10' 7' PROP. PIPE RAIL FENCE 2' R 1 5 9.2 6' PROP. COA TYPE II DRIVEWAY (SEE SHEET 39 FOR DETAILS) PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY EXIST. DRIVEWAY 0' 1 R PROP. 5' CLEAR ZONE (CONCRETE SIDEWALK) PROP. CONNECTION TO EXIST. CURB R10' ' 0 1 27' THROAT STORAGE LENGTH R=760.24' OF EXIST. DRIVEWAY L=115.94' CB=S78°46'58"W C=115.82' ZONE: GR-NP LAND USE: TRUCK RENTAL R10' R10' 0' 1 39' EXIST. DRIVEWAY ZONE: CS-NP LAND USE: CAR RENTAL THROAT STORAGE LENGTH OF EXIST. DRIVEWAY EXIST. DRIVEWAY END OF PROP. N73°53'09"E CONCRETE SIDEWALK 49.45' PROP. 8.5' PLANTING ZONE (MINIMUM 8' WIDTH) R=171.26' L=89.80' PROP. CONNECTION TO EXIST. CURB CB=S67°37'27"W C=88.77' 4' 4 12' 0' 1 R THROAT STORAGE LENGTH OF EXIST. DRIVEWAY R10' EXIST. DRIVEWAY 0' 4 12' 0' 1 R THROAT STORAGE LENGTH OF EXIST. DRIVEWAY THROAT STORAGE LENGTH OF EXIST. DRIVEWAY R10' EXIST. DRIVEWAY 7' 3 12' 0' 1 R TRAVIS COUNTY * THIS PROJECT DOES NOT REQUIRE ANY MODIFICATIONS TO THE BASE ZONING STANDARDS. LOCATION MAP (KEY MAP: 023401) N.T.S. GENERAL NOTES 1. 2. ALL PAVEMENT MARKINGS & SIGNAGE SHALL COMPLY WITH THE "TEXAS MANUAL" ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS". ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL CONTACT DIG TESS AND LOCAL UTILITY MARKOUT FIRMS PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE & BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS ONSITE & NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES IN WRITING PRIOR TO BEGINNING WORK. 5. SIDEWALK CROSS-SLOPE SHALL NOT EXCEED 2%. 6. DIMENSIONS ARE SHOWN TO FACE OF CURB UNLESS OTHERWISE NOTED. 7. FIELD ADJUSTMENTS SHALL BE MADE AS NECESSARY TO ENSURE A SMOOTH TRANSITION BOTH VERTICALLY & HORIZONTALLY FROM EXISTING TO PROPOSED PAVEMENT & CURB SECTIONS. 8. GUTTERS & PAVING SHALL BE INSTALLED IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE & FEDERAL CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 10. BENCHMARK LOCATION & ELEVATION SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. BENCHMARKS USED FOR SURVEY ARE LISTED ON THE EXISTING CONDITIONS PLAN. 11. BACKGROUND INFORMATION TAKEN FROM PLAT OF SURVEY FROM ABRAM DASHER, DATED 10/25/2022. 12. ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN TCEQ APPROVED LANDFILL. 13. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF CITY OF AUSTIN. 14. CONTRACTOR TO ADJUST ALL EXISTING UTILITIES RIMS, COVERS, GRATES, AND WATER METER BOXES TO MATCH PROPOSED GRADES. 15. ALL MATERIALS & PLANS ARE TO COMPLY WITH CURRENT CITY OF AUSTIN STANDARD SPECIFICATIONS & DETAILS. 16. CONTRACTOR SHALL SUPPLY AS-BUILT DRAWINGS OF STREET, DRAINAGE, WATER & SANITARY SEWER SYSTEMS AFTER INSTALLATION. 17. TRANSITION PROPOSED CONCRETE CURB, PAVEMENT AND SIDEWALK INTO EXISTING CURB, PAVEMENT AND SIDEWALK AND PROVIDE A FLUSH 1/8" SAWCUT JOINT WHERE PROPOSED CONCRETE MEETS EXISTING CONCRETE. 18. ALL EXISTING AND PROPOSED SIDEWALKS, BARRIER FREE RAMPS, HANDICAP PARKING, DRIVEWAY CROSSWALKS, DRIVEWAYS AND ACCESSIBLE ROUTES SHALL COMPLY WITH A.D.A., T.A.S., AND CITY OF AUSTIN REQUIREMENTS. EXISTING INFRASTRUCTURE NOT COMPLYING SHALL BE REMOVED AND REPLACED TO MEET STANDARDS. 19. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS UTILIZED IN THE PARKING AREAS CONFIRM TO THE LATEST EDITION OF THE TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. OHP 20. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH §2.5.2.E. SS X SS LOC X // P H O SS X X SS X LOC OHP SS X X LOC OHP LOC N83°22'54"E 190.70' LOC X OHP LOC X X 11 X X X X X X OHP LOC X X X LOC X OHP X LOC X X N27°40'16"E 445.07' OHP LOC X X X LOC // X 10 10 5 2 2 X X X LOC X OHP X X X X X X X X X X 23 23 / / SS // LOC SS SS LOC // SS // LOC S77°43'04"W 297.23' SS L O C / / ' 6 8 . 4 3 1 ' E " 4 1 7 1 ° 2 1 S L O C / / N77°48'41''E 174.71' LOC PROP. FIRE OHP HYDRANT #3 LOC OHP G OHP G OHP FL SS ' 5 . 7 2 SS SS SS FL 12 FL G G G G FL SS SS FL SS W W SS W FL N77°48'41"E 305.76' LOC LOC 11 FL SS SS ' 5 . 7 2 W W FL R=50.00' L=43.70' CB=N37°19'50"W C=42.32' OHP X // X LOC X OHP X // X X LOC OHP X N77°48'41''E 50.02' SS X X OHP LOC R50' SS X S S FL SS X LOC X SS OHP X FL SS FL R25' S S SS SS X LOC SS OHP N27°37'34"E 478.77' LOC SS X X X SS FL FL 30' SS 400' FROM PROP. FIRE HYDRANT #1 S S 352' FROM PROP. FIRE HYDRANT #3 471.68' SERVICE DEPARTMENT AREA PARTS DEPARTMENT AREA OFFICE AREA SHOWROOM AREA 355' FROM PROP. FIRE HYDRANT #1 400' FROM PROP. FIRE HYDRANT #2 379.52' 3 L O C P H O S S 2 SS // LOC SS // LOC SS LOC 11 LOC R 2 5' 400' FROM PROP. W FIRE HYDRANT #2 W S S S S S S W FL R25' FL L F W W L F W 25' L F 12 W W W 6 7 L F W W W W L F R25' ' 5 2 L F 14 L F R25' W FL W W W W 4 FL W PROP. FIRE HYDRANT #2 W 310 309 I S G H T D S T A N C E I ) P H O P H O L O C 318 P H O L O C 317 315 P H O L O C 335 P H O L O C 333 P H O L O C P H O P R O P O S E D D R V E W A Y I 2 9 3 . 5 9 ' F R O M ' 7 1 . 0 8 6 ' E " 1 3 3 5 ° 5 1 S 378' FROM PROP. FIRE HYDRANT #3 SERVICE DRIVE AREA 4 2 0.4 7' SS X SS X LOC OHP SS X // FL FL SS X LOC OHP X // SS X R50' R25' FL F L SS X LOC // PROP. FIRE X HYDRANT #1 X SS OHP LOC // X 10 CAR WASH & DETAIL AREA 25' W 7 W F L F L R25' R50' PROP. ACCESS DOOR FOR AUTOMATIC SPRINKER SYSTEM RISER ROOM 54 ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY 1. 2. EXCEED APPLICABLE SIDEWALK STANDARDS BY CONSTRUCTING A SIDEWALK ALONG A PUBLIC STREET FRONTAGE TO CORE TRANSIT CORRIDOR STANDARDS. THE PROPOSED SIDEWALK ALONG LAZY LANE SHALL MEET THE CORE TRANSIT CORRIDOR STANDARDS. INTERNAL UTILITY LINES ARE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES RATHER THAN THE PARKING AREAS. ALL PROPOSED WATER AND WASTEWATER LINES ARE NOT LOCATED BENEATH SURFACE PARKING AREAS. X SS T X LOC OHP SS X SS ALTERNATIVE EQUIVALENT COMPLIANCE NOTES 1. 2. THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE OPEN SPACE THAN REQUIRED (REQUIRED = 28,758 SF VS. PROVIDED = 30,585 SF). THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE TREES AND SHRUBS SPECIFICALLY THE BUFFERING POINT THAN REQUIRED (REQUIRED = 1,226 VS. PROVIDED = 1,230). SEE SHEET 41 - OVERALL LANDSCAPE PLAN FOR CALCULATIONS. CRITICAL ROOT ZONE NOTES 1. 2. AT LEAST FIFTY PERCENT (50%) OF THE TOTAL AREA (SQUARE FOOTAGE) OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER. THE ENTIRETY OF THE HALF (1/2) CRZ MUST BE PROTECTED WITH THE EXCEPTION THAT CUT OR FILL OF 4" OR LESS IS ALLOWED WITHIN THE HALF (1/2) CRZ. 3. NO CUT OR FILL IS ALLOWED WITHIN THE QUARTER (1/4) CRZ. 4. NO POST OR FOOTING INSTALLATION IS ALLOWED IN THE QUARTER (1/4) CRZ. 5. FOR ANY FENCE INSTALLATION (POST OR FOOTING) IN THE HALF (1/2) CRZ: · POST HOLES TO BE DUG BY HAND OR AIR EXCAVATED. · POST HOLES SHALL BE SHIFTED TO AVOID 1.5" DIAMETER OR GREATER ROOTS. · A VAPOR BARRIER SHALL BE INSTALLED BETWEEN ANY POURED CONCRETE AND THE SOIL. I E R Y T N C M N H O J : Y B D E V A S 3 0 - 6 0 - 6 2 0 2 : E T A D T O L P g w d . N A L P E T S 0 . 4 C I : H T A P E L F I W W FL W W W W W FL W W W FL FL FL W W W W FL W W W ' 5 2 W FL FL W W W W W W FL W W W W W W FL W W W W FL FL 5 241.05' 327 328 W W W FL 6 5 6 4 X LOC X SS X LOC OHP SS X X SS 4 24 16 21 21 X 30 24 24 18 18 18 18 X LOC OHP SS X X LOC OHP SS X N62°28'59"W 565.27' SS X LOC OHP SS X X 16 16 16 15 24 29 LOC X SS X OHP SS X LOC SS X OHP X SS LOC X SS X OHP 24 28 PROP. LEFT TURNING PATHS INTO OPPOSING DRIVEWAYS ON LAZY LANE X LOC SS OHP LOC OHP N73°53'09"E 49.45' 337 338 OHP LOC OHP OHP LOC INTERSECTION SIGHT DISTANCE TRIANGLE (CLEAR 430' PROVIDED) 42 302 301 300 332 OHP 331 OHP 314 LOC N73°48'59"E 175.63' 313 OHP LOC 312 OHP LOC SS SS SS SS SS P H O L O C 308 307 306 P H O L O C 305 P H O L O C 304 L O C P H O 303 P H O L O C P H O P H O L A Z Y L A N E 3 5 0 . 8 9 ' F R O M S29°20'14"W 27.73' S16°01'04"E 49.99' S S L O C P H O L O C P H O L O C P H O S S S S 11 S S S S S S ( C L E A R S T O P P N G I I T D S T A N C E ) I D R V E W A Y ( C L E A R S T O P P N G I 3 6 0 ' F R O M P R O P O S E D O M P R O P O S E D LEGEND PROPOSED FIRE LANE FL LOC LOC PROPOSED LIMITS OF CONSTRUCTION CUSTOMER/EMPLOYEE PARKING SPACES CUSTOMER/EMPLOYEE PARKING SPACES NEXT TO A PEDESTRIAN ACCESS PATH PROPOSED NATURAL, UNDEVELOPED COMMON OPEN SPACE (OPEN SPACE) PROPOSED PATIO/PLAZA AREA WITH OUTDOOR SEATING (OPEN SPACE) ' 7 5 . 6 2 2 ' E " 1 3 3 5 ° 5 1 S I S G H T D S T A N C E I ) m o c . s t n a t l u s n o c e z e e r b o o c @ n m d a : l i l i a m E m o c . s t n a t l u s n o c e z e e r b o o c . w w w l 5 6 4 0 2 - F # M R F E P B T I S E C I V R E S G N I R E E N I G N E L A N O I S S E F O R P C L L S T N A T L U S N O EC Z E E R B L O O C A e t i u S , A e u n e v A 4 1 3 1 3 9 4 7 7 X T , y t a K 8 1 0 4 - 9 4 3 - 2 3 8 : e n o h P M P J M P J M P J M P J I T N I E T A D 5 2 0 2 4 2 / / 3 0 5 2 0 2 / 5 1 2 1 / 6 2 0 2 / 6 1 4 0 / 6 2 0 2 / 3 0 6 0 / I D R V E W A Y ( C L E A R S T O P P N G I 3 6 0 ' F R O M P R O P O S E D PARKING ANALYSIS AUTOMOTIVE SALES (INDOOR): 1 SPACE PER 500 SF OF GFA PROPOSED BUILDING: 166,598 SF GFA PARKING REQUIRED: 166,598 SF / 500 = 334 SPACES CUSTOMER & EMPLOYEE PARKING PROVIDED: 346 SPACES CUSTOMER & EMPLOYEE PARKING NEXT TO A PEDESTRIAN ACCESS PATH: 210 SPACES (60.69% > 50% REQUIRED) INVENTORY PARKING PROVIDED: 387 SPACES ADA PARKING SPACES REQUIRED: 7 SPACES ADA PARKING SPACES PROVIDED: 7 SPACES BICYCLE PARKING REQUIRED: 10% OF THE CUSTOMER & EMPLOYEE PARKING = 0.10 X 347 = 35 SPACES BICYCLE PARKING PROVIDED: 36 SPACES (SHORT-TERM) COMPATIBILITY STANDARD NOTES 1. 2. 3. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTIES. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. A CONCRETE SLAB USED FOR A REFUS RECEPTACLE WILL BE LOCATED MORE THAN 15 FEET FROM A RESIDENTIAL PROPERTY. 4. ALL ON-SITE AMENITIES, EXCEPT MULTI-USE TRAILS, ARE LOCATED MORE THAN 25 FEET FROM A RESIDENTIAL PROPERTY. 5. VEHICLE LIGHTS, GROUND FLOOR AND ROOFTOP MECHANICAL EQUIPMENT, OUTDOOR STORAGE, REFUSE RECEPTACLES AND COLLECTION AREAS, AND COMMON AREAS FOR AMENITIES WILL BE SCREENED AND WILL NOT BE VISIBLE AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. 6. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL EQUALITY TO, PRINCIPAL MATERIALS. SITE PLAN RELEASE NOTES 1. 2. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF OR DAMAGE TO UTILITIES. CAPMETRO NOTES CONTRACTOR MUST MAINTAIN ACCESS TO THIS BUS STOP ID 3840 DURING THE COURSE OF CONSTRUCTION. THIS MAY REQUIRED AN ADJUSTMENT OF CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO A TRAFFIC CONTROL PLAN, CONSTRUCTION OF TEMPORARY WALKWAYS, AND PROTECTED WALKWAYS WITHIN THIS IMMEDIATE AREA. CAPMETRO AND ITS RIDERS RELY ON SAFE ACCESS AT THIS INTERSECTION AND THERE IS NOT ANOTHER NEARBY ALTERNATIVE. THUS, THE CONTRACTOR MUST INCORPORATE THE BUS STOP AS PART OF THEIR MITIGATION PLANS AND ENSURE PEDESTRIAN ACCESS DURING THE CONSTRUCTION PHASE OF THE PROJECT. FIRE ACCESS ROAD GATE NOTES 1. 2. 3. PROVIDE A KNOX KEY SWITCH AT ALL POWER GATES AND A KNOX BOX AT ALL MANUAL GATES ACROSS FIRE ACCESS ROADS FOR FIRE DEPARTMENT ACCESS. ALL GATES ACROSS FIRE ACCESS ROADS SHALL OPEN THE FULL WIDTH OF THE FIRE ACCESS ROAD, SO THE FIRE ACCESS ROAD IS NOT OBSTRUCTED IN ANY WAY BY THE GATE OR ANY OF THE GATE COMPONENTS. ALL POWER OPERATED GATES ACROSS FIRE ACCESS ROADS SHALL BE EQUIPPED WITH GATE OPERATORS LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED, AND INSTALLED PER ASTM F2200. A MANUAL MEANS OF OPENING THE GATE IN THE EVENT OF POWER LOSS IS REQUIRED. I I N O T P R C S E D I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I . O N 1 2 3 4 I N A L P E T S L L A R E V O I N T S U A H T R O N F O A T O Y O T D R A V E L U O B H C R A E S E R 0 0 4 8 S A X E T , Y T N U O C S V A R T I , I N T S U A F O Y T C I 5 5 0 - 2 2 : O N T C E J O R P Seal / 3 2 0 2 0 3 2 1 / ' 0 5 = " 1 H N D M P J M G : E T A D : E L A C S : N W A R D : D E K C E H C : D E V O R P P A STATE OF TEXAS JOHN PATRICK MCINTYRE P 124991 LICENSED ROFESSIONA L ENGINE R E 06/03/2026 Sheet No. F-20465 11 of 54 C 2 0 3 0 - 4 2 0 2 - C P S : R E B M U N E S A C 11 SPC-2024-0302C - Toyota of North Austin; District 47 of 12 m o c . s t n a t l u s n o c e z e e r b o o c @ n m d a : l i l i a m E m o c . s t n a t l u s n o c e z e e r b o o c . w w w l 5 6 4 0 2 - F # M R F E P B T I S E C I V R E S G N I R E E N I G N E L A N O I S S E F O R P C L L S T N A T L U S N O EC Z E E R B L O O C A e t i u S , A e u n e v A 4 1 3 1 3 9 4 7 7 X T , y t a K 8 1 0 4 - 9 4 3 - 2 3 8 : e n o h P M P J M P J M P J M P J I T N I E T A D 5 2 0 2 4 2 / / 3 0 5 2 0 2 / 5 1 2 1 / 6 2 0 2 / 6 1 4 0 / 6 2 0 2 / 3 0 6 0 / I I N O T P R C S E D I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I X C O X L W FL FL W FL W W FL X C S S O L X X SS X LOC SS X W P H O OHP TRAVIS COUNTY * THIS PROJECT DOES NOT REQUIRE ANY MODIFICATIONS TO THE BASE ZONING STANDARDS. 32' LOCATION MAP (KEY MAP: 023401) N.T.S. ALTERNATIVE EQUIVALENT COMPLIANCE NOTES 1. 2. THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE OPEN SPACE THAN REQUIRED (REQUIRED = 28,758 SF VS. PROVIDED = 30,585 SF). THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE TREES AND SHRUBS SPECIFICALLY THE BUFFERING POINT THAN REQUIRED (REQUIRED = 1,226 VS. PROVIDED = 1,230). SEE SHEET 41 - OVERALL LANDSCAPE PLAN FOR CALCULATIONS. GENERAL NOTES ALL PAVEMENT MARKINGS & SIGNAGE SHALL COMPLY WITH THE "TEXAS MANUAL" ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS". 1. 2. ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL CONTACT DIG TESS AND LOCAL UTILITY MARKOUT FIRMS PRIOR TO BEGINNING CONSTRUCTION. PROPOSED NATURAL AND UNDEVELOPED COMMON OPEN SPACE (OPEN SPACE) LEGEND PROPOSED LIMITS OF CONSTRUCTION LOC LOC ZONE: MF-3-NP LAND USE: MULTI-FAMILY APARTMENTS 1 0 3 . 6 7 ' 32' 1 4 0 ' 58.97' EXISTING OAKHURST APARTMENTS BUILDING 78' PROPOSED PATIO/PLAZA AREA WITH OUTDOOR SEATING (OPEN SPACE) ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY 1. 2. EXCEED APPLICABLE SIDEWALK STANDARDS BY CONSTRUCTING A SIDEWALK ALONG A PUBLIC STREET FRONTAGE TO CORE TRANSIT CORRIDOR STANDARDS. THE PROPOSED SIDEWALK ALONG LAZY LANE SHALL MEET THE CORE TRANSIT CORRIDOR STANDARDS. INTERNAL UTILITY LINES ARE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES RATHER THAN THE PARKING AREAS. ALL PROPOSED WATER AND WASTEWATER LINES ARE NOT LOCATED BENEATH SURFACE PARKING AREAS. BEGIN ORNAMENTAL FENCE END WOOD FENCE OHP 40.13' 10' BUILDING SETBACK LINE (COA LDC 25-2-492) X LOC OHP LOC X OHP LOC ZONE: SF-3-NP LAND USE: RESIDENTIAL LOC X X PROP. 8' TALL BLACK ORNAMENTAL FENCE LOC N83°22'54"E 190.70' LOC LOC ZONE: SF-3-NP LAND USE: RESIDENTIAL X OHP LOC X EXIST. 10' ELECTRIC/ TELECOMMUNICATION EASEMENT (DOCUMENT NO. 200900053) ZONE: SF-3-NP LAND USE: RESIDENTIAL X X OHP LOC X X X LOC OHP X X X OHP LOC X X X X X X X X X X X X X PROPOSED WATER QUALITY POND (SEE SHEETS 33 - 35 FOR DETAILS) X X X 11 PROP. SIDEWALK EASEMENT (TO BE RECORDED UNDER SEPARATE INSTRUMENT) MIN. 2' OF SEPARATION BETWEEN SIDEWALK EASEMENT AND SIDEWALK 18' 30' PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) X 9 ' X X X X X X X X X X X X PROP. 5' CONCRETE SIDEWALK X LOC OHP X X R 4 0' R20' PROP. LIMITS OF CONSTRUCTION ZONE: SF-3-NP LAND USE: RESIDENTIAL LOC X OHP PROP. 8' TALL WOOD FENCE X ZONE: SF-3-NP LAND USE: RESIDENTIAL DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) OHP X N27°40'16"E 445.07' LOC X X OHP X 25' COMPATIBILITY SETBACK LINE ZONE: SF-3-NP LAND USE: RESIDENTIAL LOC X X // ZONE: SF-3-NP LAND USE: RESIDENTIAL 10' BUILDING SETBACK LINE (COA LDC 25-2-492) X OHP LOC X // X LOC OHP X X LOC X 30' 18' 10 10' SCREENING ZONE R=50.00' L=43.70' CB=N37°19'50"W C=42.32' X OHP LOC // X X OHP // X X OHP LOC // X X R40' R5' 30' R10' 5 9' 1 8 ' 15' RESTRICTED USE ZONE 3 0 ' 9' 10 9' 1 8 ' 2 2 X OHP X OHP G OHP G OHP PROP. BLACK ORNAMENTAL SLIDING GATE PROP. 6' BLACK ORNAMENTAL FENCE G OHP G G OHP 10' BUILDING SETBACK LINE (COA LDC 25-2-492) X LOC X END ORNAMENTAL FENCE N77°48'41''E 50.02' SS X SS LOC X SS OHP X PROP. 6' BLACK ORNAMENTAL FENCE X LOC X X 23 23 9' ZONE: CS-NP LAND USE: AUTOMOTIVE SALES 1 8 ' 3 0 ' 1 8 ' PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) / / SS // SS LOC // SS LOC SS PROP. 5' CONCRETE SIDEWALK // SS LOC SS // LOC SS PROP. LIMITS OF CONSTRUCTION L O C / / L O C / / ' 6 8 . 4 3 1 ' E " 4 1 7 1 ° 2 1 S L O C / / PROP. 6' BLACK ORNAMENTAL FENCE EXISTING MISTER CAR WASH DRIVE-THRU CANOPY ' 8 0 . 7 7 PROP. CONCRETE CURB & GUTTER (TYP.) 75.87' 183' EXISTING MISTER CAR WASH BUILDING PROP. LIMITS OF CONSTRUCTION N77°48'41''E 174.71' L O / / C CONNECT ORNAMENTAL FENCE TO PROP. ORNAMENTAL FENCE LOC OHP LOC LOC LOC MATCH LINE (SEE SHEET 13) EXIST. BUILDING SETBACK LINE (VOLUME 1533, PAGE 429) PROP. ADA RAMP 5' PROP. ADA STRIPING PROP. ADA RAMP R10' R10' 3 0 ' R10' R10' PROP. ADA STRIPING 3 9 ' 30' PROP. 9' X 9' CONCRETE PAD WITH PICNIC TABLE (SEE SHEET 38 FOR DETAILS) SS // LOC SS SS // LOC PROP. 6' BLACK ORNAMENTAL FENCE SS // S77°43'04"W 297.23' LOC // SS SS LOC // SS LOC // PROP. 6' BLACK ORNAMENTAL FENCE PROP. SITE LIGHT POLE (TYP.) ZONE: CS-NP LAND USE: CAR WASH ' 8 5 PROP. 2' CURB CUT (TYP.) LOC N77°48'41"E 305.76' LOC LOC THROAT STORAGE LENGTH OF EXIST. DRIVEWAY DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) PROP. 6' BLACK ORNAMENTAL FENCE START PIPE RAIL FENCE END ORNAMENTAL FENCE PROP. CONNECTION R10' R10' R10' ' 0 3 ZONE: GR-NP LAND USE: SERVICE STATION EXISTING VALERO GAS STATION & CONVENIENCE STORE WITH FUEL CANOPY THROAT STORAGE LENGTH OF EXIST. DRIVEWAY 7 2 ' THROAT STORAGE LENGTH OF EXIST. DRIVEWAY 45' PARKING ANALYSIS AUTOMOTIVE SALES (INDOOR): 1 SPACE PER 500 SF OF GFA EXIST. DRIVEWAY PROPOSED BUILDING: 166,598 SF GFA PARKING REQUIRED: 166,598 SF / 500 = 334 SPACES CUSTOMER & EMPLOYEE PARKING PROVIDED: 343 SPACES INVENTORY PARKING PROVIDED: 547 SPACES ADA PARKING SPACES REQUIRED: 7 SPACES ADA PARKING SPACES PROVIDED: 7 SPACES BICYCLE PARKING REQUIRED: 10% OF THE CUSTOMER & EMPLOYEE PARKING = 0.10 X 343 = 35 SPACES BICYCLE PARKING PROVIDED: 36 SPACES (SHORT-TERM) COMPATIBILITY STANDARD NOTES 1. 2. 3. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTIES. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. A CONCRETE SLAB USED FOR A REFUS RECEPTACLE WILL BE LOCATED MORE THAN 15 FEET FROM A RESIDENTIAL PROPERTY. ' 2 3 10' 10' ' 5 4 SS L O C L O C L O C L O C L O C L O C L O C S S S S S S 18' S 9 S ' 11 2' ' 1 9 . 4 3 S S S S S S S S S S S S 9 ' 2 S S 4 2 ' 9.57' R5' S S S S S S S S 0' 1 R P H O P H O P H O P H O R10' EXIST. DRIVEWAY PROP. CONNECTION TO EXIST. SIDEWALK PROP. 6' BLACK ORNAMENTAL FENCE PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. SITE LIGHT POLE (TYP.) EXIST. CMTA BUS STOP ID 3840 TO BE MAINTAINED DURING CONSTRUCTION (SIGN, TRASH CAN, & BENCH) PROP. 5' PLANTING ZONE (5' MINIMUM WIDTH) MIN. 2' OF SEPARATION BETWEEN EASEMENT LINE AND SIDEWALK R25' P H O PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. BLACK ORNAMENTAL SLIDING GATE PROP. TXDOT DRIVEWAY (SEE SHEET 39 FOR DETAILS) PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. SIDEWALK EASEMENT (TO BE RECORDED UNDER SEPARATE INSTRUMENT) PROP. ADA RAMP PROP. 5' PLANTING ZONE PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. CONNECTION TO EXIST. SIDEWALK R25' P H O ' 7 5 . 6 2 2 ' E " 1 3 3 5 ° 5 1 S P H O P H O R5' 4. ALL ON-SITE AMENITIES, EXCEPT MULTI-USE TRAILS, ARE LOCATED MORE THAN 25 FEET FROM A RESIDENTIAL PROPERTY. . O N 1 2 3 4 5. VEHICLE LIGHTS, GROUND FLOOR AND ROOFTOP MECHANICAL EQUIPMENT, OUTDOOR STORAGE, REFUSE RECEPTACLES AND COLLECTION AREAS, AND COMMON AREAS FOR AMENITIES WILL BE SCREENED AND WILL NOT BE VISIBLE AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. 6. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL EQUALITY TO, PRINCIPAL MATERIALS. SITE PLAN RELEASE NOTES 1. 2. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF OR DAMAGE TO UTILITIES. CAPMETRO NOTES CONTRACTOR MUST MAINTAIN ACCESS TO THIS BUS STOP ID 3840 DURING THE COURSE OF CONSTRUCTION. THIS MAY REQUIRED AN ADJUSTMENT OF CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO A TRAFFIC CONTROL PLAN, CONSTRUCTION OF TEMPORARY WALKWAYS, AND PROTECTED WALKWAYS WITHIN THIS IMMEDIATE AREA. CAPMETRO AND ITS RIDERS RELY ON SAFE ACCESS AT THIS INTERSECTION AND THERE IS NOT ANOTHER NEARBY ALTERNATIVE. THUS, THE CONTRACTOR MUST INCORPORATE THE BUS STOP AS PART OF THEIR MITIGATION PLANS AND ENSURE PEDESTRIAN ACCESS DURING THE CONSTRUCTION PHASE OF THE PROJECT. FIRE ACCESS ROAD GATE NOTES 1. 2. 3. PROVIDE A KNOX KEY SWITCH AT ALL POWER GATES AND A KNOX BOX AT ALL MANUAL GATES ACROSS FIRE ACCESS ROADS FOR FIRE DEPARTMENT ACCESS. ALL GATES ACROSS FIRE ACCESS ROADS SHALL OPEN THE FULL WIDTH OF THE FIRE ACCESS ROAD, SO THE FIRE ACCESS ROAD IS NOT OBSTRUCTED IN ANY WAY BY THE GATE OR ANY OF THE GATE COMPONENTS. ALL POWER OPERATED GATES ACROSS FIRE ACCESS ROADS SHALL BE EQUIPPED WITH GATE OPERATORS LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED, AND INSTALLED PER ASTM F2200. A MANUAL MEANS OF OPENING THE GATE IN THE EVENT OF POWER LOSS IS REQUIRED. CRITICAL ROOT ZONE NOTES 1. 2. AT LEAST FIFTY PERCENT (50%) OF THE TOTAL AREA (SQUARE FOOTAGE) OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER. THE ENTIRETY OF THE HALF (1/2) CRZ MUST BE PROTECTED WITH THE EXCEPTION THAT CUT OR FILL OF 4" OR LESS IS ALLOWED WITHIN THE HALF (1/2) CRZ. 3. NO CUT OR FILL IS ALLOWED WITHIN THE QUARTER (1/4) CRZ. 4. NO POST OR FOOTING INSTALLATION IS ALLOWED IN THE QUARTER (1/4) CRZ. A N A L P E T S I 5 5 0 - 2 2 : O N T C E J O R P Seal I N T S U A H T R O N F O A T O Y O T D R A V E L U O B H C R A E S E R 0 0 4 8 S A X E T , Y T N U O C S V A R T I , I N T S U A F O Y T C I ' 0 3 = " 1 H N D M P J M G / 3 2 0 2 0 3 2 1 / : E T A D : E L A C S : N W A R D : D E K C E H C : D E V O R P P A STATE OF TEXAS · POST HOLES TO BE DUG BY HAND OR AIR EXCAVATED. · POST HOLES SHALL BE SHIFTED TO AVOID 1.5" DIAMETER OR GREATER ROOTS. · A VAPOR BARRIER SHALL BE INSTALLED BETWEEN ANY POURED CONCRETE AND THE SOIL. CONCRETE CURB RADII NOTE 1. ALL RADII FOR THE PROPOSED CONCRETE CURBS SHALL BE 3" UNLESS OTHERWISE NOTED ON THIS SHEET. P 124991 LICENSED ROFESSIONA L ENGINE R E 06/03/2026 Sheet No. F-20465 12 of 54 C 2 0 3 0 - 4 2 0 2 - C P S : R E B M U N E S A C EXIST. DRIVEWAY 5. FOR ANY FENCE INSTALLATION (POST OR FOOTING) IN THE HALF (1/2) CRZ: JOHN PATRICK MCINTYRE 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE & BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS ONSITE & NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES IN WRITING PRIOR TO BEGINNING WORK. 5. SIDEWALK CROSS-SLOPE SHALL NOT EXCEED 2%. 6. DIMENSIONS ARE SHOWN TO FACE OF CURB UNLESS OTHERWISE NOTED. 7. FIELD ADJUSTMENTS SHALL BE MADE AS NECESSARY TO ENSURE A SMOOTH TRANSITION BOTH VERTICALLY & HORIZONTALLY FROM EXISTING TO PROPOSED PAVEMENT & CURB SECTIONS. 8. GUTTERS & PAVING SHALL BE INSTALLED IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE & FEDERAL CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 10. BENCHMARK LOCATION & ELEVATION SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. BENCHMARKS USED FOR SURVEY ARE LISTED ON THE EXISTING CONDITIONS PLAN. 11. BACKGROUND INFORMATION TAKEN FROM PLAT OF SURVEY FROM ABRAM DASHER, DATED 10/25/2022. 12. ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN TCEQ APPROVED LANDFILL. 13. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF CITY OF AUSTIN. 14. CONTRACTOR TO ADJUST ALL EXISTING UTILITIES RIMS, COVERS, GRATES, AND WATER METER BOXES TO MATCH PROPOSED GRADES. 15. ALL MATERIALS & PLANS ARE TO COMPLY WITH CURRENT CITY OF AUSTIN STANDARD SPECIFICATIONS & DETAILS. 16. CONTRACTOR SHALL SUPPLY AS-BUILT DRAWINGS OF STREET, DRAINAGE, WATER & SANITARY SEWER SYSTEMS AFTER INSTALLATION. 17. TRANSITION PROPOSED CONCRETE CURB, PAVEMENT AND SIDEWALK INTO EXISTING CURB, PAVEMENT AND SIDEWALK AND PROVIDE A FLUSH 1/8" SAWCUT JOINT WHERE PROPOSED CONCRETE MEETS EXISTING CONCRETE. 18. ALL EXISTING AND PROPOSED SIDEWALKS, BARRIER FREE RAMPS, HANDICAP PARKING, DRIVEWAY CROSSWALKS, DRIVEWAYS AND ACCESSIBLE ROUTES SHALL COMPLY WITH A.D.A., T.A.S., AND CITY OF AUSTIN REQUIREMENTS. EXISTING INFRASTRUCTURE NOT COMPLYING SHALL BE REMOVED AND REPLACED TO MEET STANDARDS. 19. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS UTILIZED IN THE PARKING AREAS CONFIRM TO THE LATEST EDITION OF THE TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 20. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH §2.5.2.E. I E R Y T N C M N H O J : Y B D E V A S 3 0 - 6 0 - 6 2 0 2 : E T A D T O L P g w d . N A L P E T S 0 . 4 C I : H T A P E L F I 11 SPC-2024-0302C - Toyota of North Austin; District 48 of 12 13. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF CITY OF AUSTIN. 14. CONTRACTOR TO ADJUST ALL EXISTING UTILITIES RIMS, COVERS, GRATES, AND WATER METER BOXES TO MATCH PROPOSED GRADES. 18. ALL EXISTING AND PROPOSED SIDEWALKS, BARRIER FREE RAMPS, HANDICAP PARKING, DRIVEWAY CROSSWALKS, DRIVEWAYS AND ACCESSIBLE ROUTES SHALL COMPLY WITH A.D.A., T.A.S., AND CITY OF AUSTIN REQUIREMENTS. EXISTING INFRASTRUCTURE NOT COMPLYING SHALL BE REMOVED AND REPLACED TO MEET STANDARDS. 15. ALL MATERIALS & PLANS ARE TO COMPLY WITH CURRENT CITY OF AUSTIN STANDARD SPECIFICATIONS & DETAILS. 16. CONTRACTOR SHALL SUPPLY AS-BUILT DRAWINGS OF STREET, DRAINAGE, WATER & SANITARY SEWER SYSTEMS AFTER INSTALLATION. 17. TRANSITION PROPOSED CONCRETE CURB, PAVEMENT AND SIDEWALK INTO EXISTING CURB, PAVEMENT AND SIDEWALK AND PROVIDE A FLUSH 1/8" SAWCUT JOINT WHERE PROPOSED CONCRETE MEETS EXISTING CONCRETE. 19. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS UTILIZED IN THE PARKING AREAS CONFIRM TO THE LATEST EDITION OF THE TEXAS MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 20. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH §2.5.2.E. MATCH LINE (SEE SHEET 12) ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY ALTERNATIVE EQUIVALENT COMPLIANCE NOTES 1. 2. EXCEED APPLICABLE SIDEWALK STANDARDS BY CONSTRUCTING A SIDEWALK ALONG A PUBLIC STREET FRONTAGE TO CORE TRANSIT CORRIDOR STANDARDS. THE PROPOSED SIDEWALK ALONG LAZY LANE SHALL MEET THE CORE TRANSIT CORRIDOR STANDARDS. INTERNAL UTILITY LINES ARE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES RATHER THAN THE PARKING AREAS. ALL PROPOSED WATER AND WASTEWATER LINES ARE NOT LOCATED BENEATH SURFACE PARKING AREAS. 1. 2. THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE OPEN SPACE THAN REQUIRED (REQUIRED = 28,758 SF VS. PROVIDED = 30,585 SF). THE PROPOSED IMPROVEMENTS ARE PROVIDING MORE TREES AND SHRUBS SPECIFICALLY THE BUFFERING POINT THAN REQUIRED (REQUIRED = 1,226 VS. PROVIDED = 1,230). SEE SHEET 41 - OVERALL LANDSCAPE PLAN FOR CALCULATIONS. GENERAL NOTES 1. 2. ALL PAVEMENT MARKINGS & SIGNAGE SHALL COMPLY WITH THE "TEXAS MANUAL" ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS". ALL EXISTING UTILITIES ARE SHOWN SCHEMATICALLY. CONTRACTOR SHALL CONTACT DIG TESS AND LOCAL UTILITY MARKOUT FIRMS PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE & BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS, LINES, OR INDIVIDUAL SERVICES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. CONTRACTOR SHALL VERIFY ALL CONDITIONS & DIMENSIONS ONSITE & NOTIFY THE ENGINEER OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES IN WRITING PRIOR TO BEGINNING WORK. 5. SIDEWALK CROSS-SLOPE SHALL NOT EXCEED 2%. 6. DIMENSIONS ARE SHOWN TO FACE OF CURB UNLESS OTHERWISE NOTED. 7. FIELD ADJUSTMENTS SHALL BE MADE AS NECESSARY TO ENSURE A SMOOTH TRANSITION BOTH VERTICALLY & HORIZONTALLY FROM EXISTING TO PROPOSED PAVEMENT & CURB SECTIONS. 8. GUTTERS & PAVING SHALL BE INSTALLED IN SUCH A MANNER AS TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL LOCAL, STATE & FEDERAL CONSTRUCTION SAFETY REGULATIONS ARE FOLLOWED DURING THE CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT. 10. BENCHMARK LOCATION & ELEVATION SHALL BE VERIFIED PRIOR TO BEGINNING CONSTRUCTION. BENCHMARKS USED FOR SURVEY ARE LISTED ON THE EXISTING CONDITIONS PLAN. 11. BACKGROUND INFORMATION TAKEN FROM PLAT OF SURVEY FROM ABRAM DASHER, DATED 10/25/2022. 12. ALL DEMOLITION DEBRIS SHALL BE LEGALLY DISPOSED OF OFF-SITE IN AN TCEQ APPROVED LANDFILL. LEGEND PROPOSED LIMITS OF CONSTRUCTION PROPOSED NATURAL AND UNDEVELOPED COMMON OPEN SPACE (OPEN SPACE) PROPOSED PATIO/PLAZA AREA WITH OUTDOOR SEATING (OPEN SPACE) LOC LOC ZONE: SF-3-NP LAND USE: RESIDENTIAL SS N27°37'34"E 478.77' OHP LOC SS X X 10' SCREENING ZONE ZONE: SF-3-NP LAND USE: RESIDENTIAL SS X X LOC SS OHP X SS X LOC 25' COMPATIBILITY // SETBACK LINE SS OHP X X // LOC X SS X 50' COMPATIBILITY SETBACK LINE FL EXIST. 7.5' PUBLIC UTILITY EASEMENT (VOL. 92, PG. 359) ZONE: SF-3-NP LAND USE: RESIDENTIAL SS OHP // X 59.19' 30' FL R5' FL R45' R15' W W 25.96' W W F L F L R20' F L F L R50' ' 3 3 . 1 0 1 ' 9 7 18' R25' ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. 8' TALL WOOD FENCE SS LOC X 10' BUILDING SETBACK LINE (COA LDC 25-2-492) SS X // SS OHP LOC X X // 9' X X SS LOC OHP // 10.5' SS X X SS OHP LOC // X 18' 10 24' PROP. DUMPSTER ENCLOSURE (SEE SHEET 37 FOR DETAILS) ZONE: SF-3-NP SS LAND USE: RESIDENTIAL X LOC X // SS X SS OHP LOC X // SS X X SS P H O PROP. POINT OF ELECTRIC SERVICE CONNECTION TO AUSTIN ENERGY FACILITIES X OHP SS LOC X X SS X 55' OHP LOC SS X 24' 18' ZONE: SF-3-NP LAND USE: RESIDENTIAL PROP. (2) 25' X 18' LOADING SPACES WITH 5' CLEARANCE (50' + 5' = 55' TOTAL) X SS OHP LOC X SS X SS PARKING ANALYSIS AUTOMOTIVE SALES (INDOOR): 1 SPACE PER 500 SF OF GFA PROPOSED BUILDING: 166,598 SF GFA PARKING REQUIRED: 166,598 SF / 500 = 334 SPACES CUSTOMER & EMPLOYEE PARKING PROVIDED: 343 SPACES INVENTORY PARKING PROVIDED: 547 SPACES ADA PARKING SPACES REQUIRED: 7 SPACES ADA PARKING SPACES PROVIDED: 7 SPACES BICYCLE PARKING REQUIRED: 10% OF THE CUSTOMER & EMPLOYEE PARKING = 0.10 X 343 = 35 SPACES BICYCLE PARKING PROVIDED: 36 SPACES (SHORT-TERM) I E R Y T N C M N H O J : Y B D E V A S 3 0 - 6 0 - 6 2 0 2 : E T A D T O L P g w d . N A L P E T S 0 . 4 C I : H T A P E L F I LOC X 30' 10 1 8 ' 2 X OHP X OHP G OHP G OHP PROP. 6' BLACK ORNAMENTAL FENCE G OHP G OHP PROP. BLACK ORNAMENTAL SLIDING GATE R25' ' 4 0 . 4 7 FL R25' FL SS SS SS SS SS R4' R4' S S FL 1 8 ' FL SS 3 0 ' FL 42.67' ' 2 3 . 4 2 16' 34' 42.67' ' 2 3 . 4 2 9' G G ' 4 G 3 . 6 6 12 FL SS G SS SS SS G G G R4' R5' FL S S 16' 28' ' 6 1 . 0 2 27.6' N77°48'41''E 174.71' L O / / C CONNECT ORNAMENTAL FENCE TO PROP. ORNAMENTAL FENCE EXISTING MISTER CAR WASH BUILDING PROP. LIMITS OF CONSTRUCTION LOC OHP LOC LOC LOC PROP. 2' CURB CUT (TYP.) LOC N77°48'41"E 305.76' LOC ' 2 9 . 6 6 FL W SS ' 2 1 . 7 6 SS SS R15' FL W W R5' ' 8 1 FL SS W ' 0 3 SS W FL 11 FL SS SS SS SS W S S W W W W FL 106.68' END ORNAMENTAL FENCE N77°48'41''E 50.02' SS X SS LOC X SS OHP X PROP. 6' BLACK ORNAMENTAL FENCE X LOC ZONE: SF-3-NP LAND USE: RESIDENTIAL SS SS OHP X X LOC X PROP. LIMITS OF CONSTRUCTION ZONE: SF-3-NP LAND USE: RESIDENTIAL SS OHP SS X SS X LOC X OHP PROP. SITE LIGHT POLE (TYP.) SS X LOC X FL 53.76' FL SS R10' X SS OHP LOC X X FL SS SS SS FL SS 51.49' SS 15' RESTRICTED USE ZONE FL SS FL R4' R4' FL S S 16' 29.07' R 5 0' R SS 2 0' 28' S S ' 0 3 ' 1 1 30' SS FL ' 2 9 . 5 7 S S S S S S S S 47.69' 1 0 0 . 2 6 ' ' 6 6 . 6 9 R25' 52.47' ' 8 9 . 6 9 ZONE: CS-NP LAND USE: AUTOMOTIVE SALES PROPOSED BUILDING 130,967 SF SS 30' 55.97' S S R5' FL S S SS 44' 28' ' 1 0 . 1 5 75.22' ' 6 3 PROP. BOLLARD (TYP.) 75' COMPATIBILITY SETBACK LINE CRITICAL ROOT ZONE NOTES 1. 2. AT LEAST FIFTY PERCENT (50%) OF THE TOTAL AREA (SQUARE FOOTAGE) OF THE CRITICAL ROOT ZONE MUST BE PRESERVED AT NATURAL GRADE WITH NATURAL GROUND COVER. THE ENTIRETY OF THE HALF (1/2) CRZ MUST BE PROTECTED WITH THE EXCEPTION THAT CUT OR FILL OF 4" OR LESS IS ALLOWED WITHIN THE HALF (1/2) CRZ. 3. NO CUT OR FILL IS ALLOWED WITHIN THE QUARTER (1/4) CRZ. 4. NO POST OR FOOTING INSTALLATION IS ALLOWED IN THE QUARTER (1/4) CRZ. 5. FOR ANY FENCE INSTALLATION (POST OR FOOTING) IN THE HALF (1/2) CRZ: · POST HOLES TO BE DUG BY HAND OR AIR EXCAVATED. · POST HOLES SHALL BE SHIFTED TO AVOID 1.5" DIAMETER OR GREATER ROOTS. · A VAPOR BARRIER SHALL BE INSTALLED BETWEEN ANY POURED CONCRETE AND THE SOIL. 586.37' PROP. BUILDING ELECTRIC METER PROP. ACCESS DOOR FOR AUTOMATIC FIRE SPRINKLER SYSTEM RISER ROOM . 6 3 3 ' . 6 3 3 ' PROP. EV CHARGING STATION & STRIPING WITH TOYOTA BRANDED PEDESTAL & FOUNDATION PROP. PRINCIPAL BUILDING ENTRANCE AND EXIT (SHADED WITH TOYOTA ENTRY PORTAL) ' . 9 3 5 PROP. 2 - 30' X 2' BICYCLE RACKS (20 SHORT-TERM SPACES) SEE SHEET 38 FOR DETAILS PROP. BOLLARD (TYP.) PROP. 12' CURB TRANSITION FL W 3 0 ' W 9' 1 8 ' W W FL W W FUTURE EV CHARGING STATIONS (FOUNDATIONS TO BE INSTALLED) W FL 5 FL W W W W W W PROP. ADA SIGN & STRIPING W W W 5' W FL FL W W ' 0 3 FL W 6 9' 4 ' 8 1 W ' 8 5 THROAT STORAGE LENGTH OF EXIST. DRIVEWAY DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) PROP. 6' BLACK ORNAMENTAL FENCE LOC LOC LOC LOC ' 8 1 11 2 4 ' R10' 158.31' FL W W W W FL R 2 5' PROP. PIPE RAIL SWING GATE & INSTALL A KNOX FL KEY BOX ON THE INGRESS SIDE OF THE GATE W L F PROP. ZERO CURB AT W SIDEWALK CONNECTION TO DRIVEWAY PROP. SIDEWALK EASEMENT W (TO BE RECORDED BY SEPARATE INSTRUMENT) W ' 0 3 FL FL S S S S S S S S S S PROP. 2 - 24' X 2' BICYCLE RACK (16 SHORT-TERM SPACES) SEE SHEET 38 FOR DETAILS 48' PROP. ADA RAMP PROP. ADA SIGNS & STRIPING (TYP.) 18.5' ' 4 8 . 2 7 1 PROP. ADA RAMP ' 9 W L F PROP. PIPE RAIL FENCE L F W 35.7' 18' R15' W PROP. ADA STRIPING (TYP.) W 12 L F L F PROP. 2' CURB CUT W W W ' 5 L F 6 ' 9 ' 9 ' 9 ' 9 ' 9 ' 9 ' 9 ' 9 L F W PROP. STRIPING FOR ADA ROUTE L O C PROP. 2' CURB CUT W 18' 25' L F 14 ' 9 L O C L O C 7 L F 18' 12' ' 9 W W W W R25' W 102' FL W L F PROP. STOP SIGN W (TMUTCD R1-1) W W PROP. PIPE RAIL SWING W GATE & INSTALL A KNOX KEY BOX ON THE INGRESS SIDE OF THE GATE FL W R15' 0' 1 R 3 0 ' R15' W FL W PROP. STOP SIGN (TMUTCD R1-1) W START PIPE RAIL FENCE END ORNAMENTAL FENCE PROP. CONNECTION TO EXIST. SIDEWALK R25' L O C R25' P H O P H O P H O L O C L O C P H O 2' PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY EXIST. TXDOT DRIVEWAY TO REMAIN & BE REWORKED (SEE SHEET 39 FOR DETAILS) PROP. CONNECTION TO EXIST. CURB EXIST. 10' WATER LINE EASEMENT (VOL. 2244, PG. 544) MIN. 2' OF SEPARATION BETWEEN EASEMENT LINE AND SIDEWALK P R O P O S E D D R V E W A Y I 2 9 4 0 9 . ' F R O M SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. PEDESTRIAN CROSSING WARNING SIGN (TYP.) SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. ADA RAMP PROP. CONNECTION TO EXIST. PUBLIC SIDEWALK FOR PEDESTRIAN AND BICYCLE ACCESS SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. SITE LIGHT POLE (TYP.) PROP. 10' PLANTING ZONE (MINIMUM 5' WIDTH) ' 7 1 . 0 8 6 ' E " 1 3 3 5 ° 5 1 S PROP. 6" CONCRETE CURB (TYP.) SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ PROP. PIPE RAIL FENCE PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. CONNECTION TO EXIST. CURB PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. TXDOT DRIVEWAY (SEE SHEET 39 FOR DETAILS) PROP. ZERO CURB AT SIDEWALK CONNECTION TO DRIVEWAY PROP. CONNECTION TO EXIST. CURB EXIST. BUILDING SETBACK LINE (VOLUME 1533, PAGE 429) PROP. 6' CLEAR ZONE (CONCRETE SIDEWALK) PROP. PLANTING ZONE (MINIMUM 5' WIDTH) L O C L O C L O C P H O P H O P H O P H O P H O P H O R25' L O C P H O L O C R25' P H O 9.93' L O C P H O L O C P H O W W W W W W FL FL FL FL W FL FL FL W W W W W W W W W W W W FL W W W FL 3 0 ' FL T PROP. 10' X 10' TRANSFORMER CONCRETE PAD WITH 20' X 20' TRANSFORMER PAD EASEMENT W W W W 6 4.5' ' 5 2 . FL 5 6 R15' W W PROP. 8,000 GALLON ABOVEGROUND W W FUEL (UNLEADED GAS) TANK & PAD (SEE SHEET 37 FOR DETAILS) W W W 3 0 ' W W W W W W PROP. SITE LIGHT POLE (TYP.) R15' FL R15' FL R15' R15' FL FL R15' W W W 3 0 ' W W W W W R15' W FL R15' R15' FL 24' PROP. RETAINING WALL (SEE SHEET 18 FOR DETAILS) X LOC OHP X 54 EXIST. 7.5' PUBLIC UTILITY EASEMENT (VOL. 92, PG. 359) ZONE: SF-3-NP LAND USE: RESIDENTIAL SS X LOC X SS X SS 30' 4 18' 24' 9 ' 54' 18' 10.5' DRAINAGE EASEMENT AND RESTRICTIVE COVENANT (DOCUMENT NO. 2026064280) 9 ' 9 ' 9 ' 9' 1 8 ' 5 1 8 ' 6 11' 4 24 24' 16 54' 24' 21 54' 24' 21 54' R10' R5' PROP. EV CHARGING STATION & STRIPING WITH FOUNDATIONS 2 4 ' R5' R5' R5' R5' R5' R5' R5' R12' PROP. EV CHARGING STATION & STRIPING WITH FOUNDATION R15' SEE NOTES ON THIS SHEET FOR PROP. WORK WITHIN CRZ 28.7' R5' 30' 18' X OHP LOC X SS * THIS PROJECT DOES NOT REQUIRE ANY MODIFICATIONS TO THE BASE ZONING STANDARDS. MATCH LINE (SEE SHEET 14) COMPATIBILITY STANDARD NOTES FIRE ACCESS ROAD GATE NOTES CONCRETE CURB RADII NOTE 1. ALL RADII FOR THE PROPOSED CONCRETE CURBS SHALL BE 3" UNLESS OTHERWISE NOTED ON THIS SHEET. SITE PLAN RELEASE NOTES 1. 2. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF OR DAMAGE TO UTILITIES. 1. 2. 3. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTIES. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. A CONCRETE SLAB USED FOR A REFUS RECEPTACLE WILL BE LOCATED MORE THAN 15 FEET FROM A RESIDENTIAL PROPERTY. 4. ALL ON-SITE AMENITIES, EXCEPT MULTI-USE TRAILS, ARE LOCATED MORE THAN 25 FEET FROM A RESIDENTIAL PROPERTY. 5. VEHICLE LIGHTS, GROUND FLOOR AND ROOFTOP MECHANICAL EQUIPMENT, OUTDOOR STORAGE, REFUSE RECEPTACLES AND COLLECTION AREAS, AND COMMON AREAS FOR AMENITIES WILL BE SCREENED AND WILL NOT BE VISIBLE AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. 6. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL EQUALITY TO, PRINCIPAL MATERIALS. 1. 2. 3. PROVIDE A KNOX KEY SWITCH AT ALL POWER GATES AND A KNOX BOX AT ALL MANUAL GATES ACROSS FIRE ACCESS ROADS FOR FIRE DEPARTMENT ACCESS. ALL GATES ACROSS FIRE ACCESS ROADS SHALL OPEN THE FULL WIDTH OF THE FIRE ACCESS ROAD, SO THE FIRE ACCESS ROAD IS NOT OBSTRUCTED IN ANY WAY BY THE GATE OR ANY OF THE GATE COMPONENTS. ALL POWER OPERATED GATES ACROSS FIRE ACCESS ROADS SHALL BE EQUIPPED WITH GATE OPERATORS LISTED IN ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED, CONSTRUCTED, AND INSTALLED PER ASTM F2200. A MANUAL MEANS OF OPENING THE GATE IN THE EVENT OF POWER LOSS IS REQUIRED. 06/03/2026 Sheet No. F-20465 13 of 54 C 2 0 3 0 - 4 2 0 2 - C P S : R E B M U N E S A C m o c . s t n a t l u s n o c e z e e r b o o c @ n m d a : l i l i a m E m o c . s t n a t l u s n o c e z e e r b o o c . w w w l 5 6 4 0 2 - F # M R F E P B T I S E C I V R E S G N I R E E N I G N E L A N O I S S E F O R P C L L S T N A T L U S N O EC Z E E R B L O O C A e t i u S , A e u n e v A 4 1 3 1 3 9 4 7 7 X T , y t a K 8 1 0 4 - 9 4 3 - 2 3 8 : e n o h P M P J M P J M P J M P J I T N I E T A D 5 2 0 2 4 2 / / 3 0 5 2 0 2 / 5 1 2 1 / 6 2 0 2 / 6 1 4 0 / 6 2 0 2 / 3 0 6 0 / I I N O T P R C S E D I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I I S T N E M M O C N T S U A F O Y T C R E P D E S V E R I I . O N 1 2 3 4 B N A L P E T S I I N T S U A H T R O N F O A T O Y O T D R A V E L U O B H C R A E S E R 0 0 4 8 S A X E T , Y T N U O C S V A R T I , I N T S U A F O Y T C I 5 5 0 - 2 2 : O N T C E J O R P Seal / 3 2 0 2 0 3 2 1 / ' 0 3 = " 1 H N D M P J M G : E T A D : E L A C S : N W A R D : D E K C E H C : D E V O R P P A STATE OF TEXAS JOHN PATRICK MCINTYRE P 124991 LICENSED ROFESSIONA L ENGINE R E 11 SPC-2024-0302C - Toyota of North Austin; District 49 of 12 11 SPC-2024-0302C - Toyota of North Austin; District 410 of 1211 SPC-2024-0302C - Toyota of North Austin; District 411 of 1211 SPC-2024-0302C - Toyota of North Austin; District 412 of 12