06 SPC-2025-0179C - HEB McKinney Falls; District 2 - Staff Report — original pdf

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ZONING AND PLATTING COMMISISON SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET CASE NUMBER: SPC-2025-0179C ZONING AND PLATTING COMMISSION HEARING DATE: March 17, 2026 PROJECT NAME: HEB McKinney Falls ADDRESS: 7016 E William Cannon Drive, Austin, Texas APPLICANT: AGENT: HEB Grocery Co. LP (Mary Rohrer) (210) 938-8000 646 South Main Avenue San Antonio, TX 78204 Kimley Horn (Brent Leonard) 6800 Burleson road, Building 312, Suite 150 Austin, TX 78744 CASE MANAGER: Randall Rouda Randall.rouda@austintexas.gov Phone: (512) 974-3338 PROPOSED DEVELOPMENT: The applicant is requesting a conditional use permit for Large Retail Use (food sales) in GR-MU-CO zoning in order to construct a grocery store, and gas station. A Large Retail Use means a use listed in Land Development Code section 25-2-815-A, including food sales, with 100,000 square feet or more of gross floor area. Large Retail Use is a conditional use. The proposed food sales building is proposed with 106,000 sq. ft. of gross floor area. The gas station is a permitted use. The proposed project includes construction of buildings, parking, drive aisles, landscaping or other improvements on five of the six parcels of the Springfield Commercial – North Plat which is currently under review. The final plat will be recorded prior to release of the requested Site Plan. Except where noted, site figures below refer to the entire shopping center. Future site plan applications are anticipated for the remaining four lots. SUMMARY STAFF RECOMMENDATION: Staff recommends approval of the Conditional Use Permit for Large Retail Use (food sales) with the condition that all remaining informal administrative comments are cleared prior to site plan approval. Conditions of approval: While all substantive comments have been cleared, staff recommends the following conditions of approval: 1) The approved site plan will not be released for construction until the DRAFT Plat shown in the Plan Set has been recorded and Austin Development Services Staff have confirmed that the legal lots of record generally conform to those shown at the time of approval. 2) The approved site plan will not be released until all legal documents including (as needed) dedications, easements, and records of covenants have been approved and recorded and recording information added to the plan set. 06 SPC-2025-0179C - HEB McKinney Falls; District 21 of 12 3) The approved plan set will not be released until the Transportation and Public Works (TPW) Reviewer has confirmed that the streetscape design of Springfield Drive including buffer zone, bicycle lane, tree and furniture (planting) zone, and clear zone (sidewalk) fully comply with City Requirements. 4) The approved site plan will not be released until any notes requested by CapMetro regarding the existing transit stop have been added to the Site Plan. 5) The approved site plan will not be released until the Site Plan Plumbing reviewer has confirmed that electric power is provided to the location that will have a “3/4 inch domestic stub for water hose”. 6) The approved site plan will not be released until the AW Pipeline Engineering Reviewer has confirmed that all red-line comments have been addressed. 7) The approved site plan will not be released until the City Arborist Reviewer has confirmed that the tree mitigation plan and any related fees have been correctly calculated based on the confirmed condition of each tree which is shown to be in Poor condition or “Dead, Diseased, Imminent Hazard” (DDI). 8) The approved site plan will not be released until all review fees, including those for the public hearing have been paid and any required Fiscal Sureties have been posted with the City of Austin. PROJECT INFORMATION SITE AREA EXISTING ZONING 21.94 Acres GR-MU-CO (Conditional overlay prohibits Automotive repair type), Drop-off services, Automotive washing (of any recycling collection facilities, Exterminating services, and Pawn shop services. vehicle storage and commercial blood plasma centers) Cottonmouth Creek, Marble Creek, Onion Creek (Suburban) Comprehensive Watershed Ordinance WATERSHED WATERSHED ORDINANCE TRAFFIC IMPACT ANALYSIS Not required – TIA prepared with prior Zone Change CAPITOL VIEW CORRIDOR PROPOSED ACCESS None McKinney Falls Parkway, East William Cannon Drive, Springfield Drive, Internal Circulation Route. Proposed Allowed Existing PROJECT INFORMATION (Cont’d) FLOOR-AREA RATIO BUILDING COVERAGE IMPERVIOUS COVERAGE PARKING 0.75:1 75% 90% 394 required 0 0 0 0 0.11:1/Lot 1 Only: 0.15:1 0.2%/Lot 1 Only: 15.1% 53.2%/Lot 1 Only71.1% 643 SUMMARY COMMENTS ON SITE PLAN: LAND USE: A conditional use permit is required because the proposed food sales building (106,000 sq. ft.) meets the definition of a “large retail use” under the Large Retail Use ordinance (25-2-815—food sales is one of the principal uses with 100,000 square feet or more of gross floor area). The proposed site plan includes two total buildings, with food sales and a service station (canopy and kiosk). The Large Retail Food Sales use is the only conditional use. Other improvements proposed with this site plan include water quality and detention ponds, utilities, an internal circulation route serving the entire shopping center, open space, shading and landscaping. 06 SPC-2025-0179C - HEB McKinney Falls; District 22 of 12 TRANSPORTATION: Access will be provided on McKinney Falls Parkway, East William Cannon Drive and Springfield Drive. An Internal Circulation Route (ICR) will be developed with this project that will serve all six anticipated lots. A new Traffic Impact Analysis (TIA) was not required because the site was included within an approved TIA prepared with the 2008 Zone Change. All transportation comments have been cleared, except: recordation of legal documents, the design of the Springfield Drive streetscape and CapMetro Comments regarding the transit stop. All uncleared items have been addressed as proposed Conditions of Approval. ENVIRONMENTAL: The site is located in the Cottonmouth Creek, Marble Creek, and Onion Creek watersheds, each of which are classified as Suburban. The site is not located over the Edward's Aquifer Recharge Zone. The site is in the Desired Development Zone. There are no Critical Environmental Features on this site. All environmental comments have been cleared except payment of fees and fiscal deposits. City Arborist comments have also been cleared with the exception of finalization of the tree mitigation plan. EXISTING ZONING AND LAND USES Site North South East West ZONING GR-MU-CO GR-MU-CO GR-MU-CO PUD (Pilot Knob) LO/ MF-3 LAND USES Vacant Park/Greenbelt East William Cannon Drive, Vacant McKinney Falls Parkway, Single Family Residential Educational (Hillcrest Elementary School) ABUTTING STREETS Street McKinney Falls Parkway East William Cannon Drive Springfield Drive Right-of-Way Width 100 ft Pavement Width 68 ft 158 ft 70 ft 52.5 ft 30 ft Classification Corridor Mobility: Street level 3 Corridor Mobility: Street level 4 Local Mobility: Street Level 2 NEIGHBORHOOD ORGNIZATIONS: Austin Neighborhoods Council Del Valle Community Coalition Del Valley ISD Dove Spring Proud Friends of Austin Neighborhoods Slaughter Lane Neighborhood Association Go Austin!/Vamos! Austin 78744 Homeless Neighborhood Association Onion Creek Homeowners Association Overton Family Committee 06 SPC-2025-0179C - HEB McKinney Falls; District 23 of 12 CONDITIONAL USE PERMIT REVIEW AND EVALUTATION CRITERA The following evaluation is included to provide staff’s position on each point of the conditional use permit criteria. the Land Development Code (EVALUATION OF CONDITIONAL USE SITE PLAN) states: Section 25-5-145 of A. The Land Use Commission shall determine whether the proposed development or use of a conditional use site plan complies with the requirements of this section. B. A conditional use site plan must: 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 food sales use is a permitted use within the GR zoning district. The proposed development complies with all site development regulations for the zoning district. A conditional use permit is required because the proposed Building A meets the definition of a “large retail use” under the Large Retail Use ordinance (25-2-815) 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 will comply with all requirements of the Land Development Code and zoning district. In addition, the building complies with setback and height requirements. The site is providing connectivity, shaded sidewalks, and open space as required by Subchapter E (Commercial Design Standards). Alternative Equivalent Compliance has been established which enhances pedestrian and bicycle connectivity along the Internal Circulation Route. 4. Provide adequate and convenient off-street parking and loading facilities; and Staff Response: Off-street parking is provided in accordance with Land Development Code requirements. The loading facilities will be screened from view. 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. C. In addition, a conditional use site plan may not: 1. More adversely affect an adjoining site than would a permitted use; The site plan will conform to all regulations and standards established by the Land Development Code. This proposed site plan does not more adversely affect an adjoining site than would a permitted use. 2. 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. 3. 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. 06 SPC-2025-0179C - HEB McKinney Falls; District 24 of 12 4. For a large retail use described in Section 25-2-815 (Large Retail Uses) adversely affect the future redevelopment of the site: This site is proposed in compliance with Subchapter E (Commercial Design Standards) Internal Circulation Routes and building placement. D. 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. In addition, Sec. 25-5-146 (CONDITIONS OF APPROVAL) states: (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. 06 SPC-2025-0179C - HEB McKinney Falls; District 25 of 12 06 SPC-2025-0179C - HEB McKinney Falls; District 26 of 12CIVIL SITE DEVELOPMENT PLANS FOR HEB MCKINNEY FALLS 7016 E WILLIAM CANNON DRIVE, AUSTIN, TRAVIS COUNTY, TEXAS 78744 SHEET INDEX SHEET NO. DESCRIPTION NO. DESCRIPTION REVISE (R) VOID (V) ADD (A) SHEET NO.'S TOTAL NO. SHEETS IN PLAN SET NET CHANGE IMP. COVER (SQ. FT.) TOTAL SITE IMP. COVER (SQ. FT.)/% CITY OF AUSTIN APPROVAL DATE DATE IMAGED REVISIONS/CORRECTIONS GENERAL PLAN NOTES: 1. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE REGISTERED PROFESSIONAL ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS THE CITY OF AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 2. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY AUSTIN WATER UTILITY, CONDITIONED UPON ALL FEES AND CHARGES ARE PAID. 2. NO PORTION OF THIS SITE IS LOCATED WITHIN THE 100-YEAR FLOODPLAIN. FIRM PANEL NO. 48453C0611K, TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS (EFFECTIVE DATE JANUARY 22, 2020). 3. 4. THERE ARE NO NATURAL SLOPES ON THIS SITE IN EXCESS OF 15%. THERE ARE NO KNOWN CRITICAL ENVIRONMENTAL FEATURES ON THIS SITE. 5. NO STRUCTURES CAN BE BUILT WITHIN WATER & WASTEWATER EASEMENTS. 6. RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. 7. AS PART OF THIS SITE PLAN, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED TO BE ON SITE AT ALL TIMES. 8. SITE IS SUBJECT TO THE WATERSHED PROTECTION REGULATIONS. 9. THIS SITE IS NOT LOCATED IN THE EDWARDS AQUIFER RECHARGE ZONE. 10. 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. 11. 12. INFRASTRUCTURE PROPOSED PER APPROVED SER 4183 (WATER) & SER 4184 (WASTEWATER) ASSOCIATED WITH THIS DEVELOPMENT IS PERMITTED SEPARATELY UNDER SPRINGFIELD COMMERCIAL - NORTH PUBLIC UTILITY & ROADWAY IMPROVEMENTS (SP-2025-0105D). 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 UST@AUSTINTEXAS.GOV IF YOU HAVE ANY QUESTIONS. [COA TITLE 6] 13. 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. 14. RETAINING WALLS OVER FOUR 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). 15. THE POND FOR THIS PROJECT WILL BE PRIVATELY MAINTAINED. 16. PER VESTED RIGHTS VR-2025-0016000, WATER QUALITY SHALL BE PROVIDED FOR 30% OF THE TOTAL GR-MU-CO AREA. 30% OF THE TOTAL GR-MU-CO AREA IS 10.92 ACRES. WATER QUALITY IS ALREADY BEING PROVIDED FOR 12.29 ACRES OF GR-MU-CO BY THE WATER QUALITY PONDS PROPOSED WITH SP-2015-0418D AND SP-2021-0436CSH. DESIGNERS: LISTS OF CONTACTS: OWNER/DEVELOPER NAME AND ADDRESS: H-E-B, LP 646 S FLORES ST, SAN ANTONIO, TX 78204 SUBDIVISION CASE NO.: N/A ZONING CASE NO.: C14-86-301(RCA): (ZRC DOCUMENT NO. 2008039766 AND ZRC DOCUMENT NO. 2008039767) C14-06-0215C (ORDINANCE NO. 20080131-115) VESTED RIGHTS PERMIT NO.: VR-2025-0016000 PREVIOUS RELATED SITE DEVELOPMENT CASE NO.: N/A ZONING: GR-MU-CO WATERSHEDS: COTTONMOUTH CREEK, MARBLE CREEK, ONION CREEK (SUBURBAN WATERSHEDS) PRESSURE ZONE: CENTRAL SUBMITTAL DATE: 07/01/2025 AUSTIN FIRE DEPARTMENT FIRE DESIGN CODES 2021 INTERNATIONAL FIRE CODE WITH CITY OF AUSTIN LOCAL AMENDMENTS TO THE IFC FIRE FLOW DEMAND @ 20 PSI (GPM) 6,750 OCCUPANCY CLASSIFICATION MERCANTILE GROUP M CONSTRUCTION CLASSIFICATION BUILDING FIRE AREA (S.F.) AUTOMATIC FIRE SPRINKLER SYSTEM TYPE (IF APPLICABLE) TYPE II-B 106,000 NFPA 13 REDUCED FIRE FLOW DEMAND @ 20 PSI FOR HAVING A SPRINKLER SYSTEM (IF APPLICABLE) 1,688 AFD FIRE HYDRANT FLOW TEST DATE 5/30/2025 AFD FIRE HYDRANT FLOW TEST LOCATION BLKS 7100 AND 6900, MCKINNEY FALLS PKWY CITY OF AUSTIN HAZARDOUS PIPELINE ORDINANCE APPLIES TO PROJECT HIGH-RISE YES NO INTERNATIONAL WILDLAND URBAN INTERFACE CODE 2015 WILDLAND-URBAN INTERFACE CODE WITH CITY OF AUSTIN LOCAL AMENDMENTS ATERNATIVE METHOD OF COMPLIANCE AMOC (IF APPLICABLE) N/A PROJECT LOCATION VICINITY MAP SCALE: 1" = 1,000' COA GRID: K13 MAPSCO: 675U FEBRUARY 2026 SURVEYOR 4WARD LAND SURVEYING PO BOX 90876, AUSTIN, TX 78709 PH. (512) 537-2384 ARCHITECT BRR ARCHITECTURE 3218 MANOR ROAD, SUITE 250 AUSTIN, TX 78723 PH. (737) 717-8230 LANDSCAPE ARCHIECT KIMLEY-HORN 6800 BURLESON ROAD, BUILDING 312, SUITE 150, AUSTIN, TX 78744 PH. (512) 616-9942 PREPARED BY: WATER & SANITARY SEWER AUSTIN WATER UTILITY 625 E. 10TH STREET, SUITE 715 AUSTIN, TX 78701 PH. (512) 972-0101 GAS TEXAS GAS SERVICE LINDA BARGAR 5613 AVENUE F AUSTIN, TX 78751 PH. (512) 465-1134 LBARGAR@TXGAS.COM STORM SEWER CITY OF AUSTIN PLANNING & DEVELOPMENT REVIEW DEPARTMENT 505 BARTON SPRINGS ROAD AUSTIN, TX 78704 PH. (512) 974-2680 ELECTRIC BLUEBONNET ELECTRIC COOPERATIVE, INC. SHAWN ELY 3198 EAST AUSTIN STREET GIDDINGS, TEXAS 78942 PH. (979) 540-7361 TELEPHONE AT&T DAVID A. WILLIAMS 712 EAST HUNTLAND, ROOM 229 AUSTIN, TX 78752 PH. (512) 870-4760 DW8132@ATT.COM AUSTIN WATER UTILITY AUSTIN INDUSTRIAL WASTE DEPARTMENT CITY OF AUSTIN FIRE DEPARTMENT DEVELOPMENT SERVICES DEPARTMENT DATE DATE DATE DATE 6800 BURLESON ROAD, BUILDING 312, SUITE 150 AUSTIN, TEXAS 78744 CERTIFICATE OF REGISTRATION #928 Tel. No. (512) 616-9942 I CERTIFY THAT THESE ENGINEERING DOCUMENTS ARE COMPLETE, ACCURATE AND ADEQUATE FOR THE INTENDED PURPOSES, INCLUDING CONSTRUCTION, BUT ARE NOT AUTHORIZED FOR CONSTRUCTION PRIOR TO FORMAL CITY APPROVAL. WARNING: CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. Know what'sbelow. Call before you dig. FILE NUMBER__________________APPLICATION DATE_______________ SPC-2025-0179C 07/01/2025 APPROVED BY COMMISSION ON_______________UNDER SECTION_______ OF 112 CHAPTER__________OF THE CITY OF AUSTIN CODE. 25-5 EXPIRATION DATE (25-5-81,LDC)__________CASE MANAGER__________________ Randall Rouda PROJECT EXPIRATION DATE (ORD.#970905-A)__________DWPZ______DDZ______ __________________________________________________________________________ Director, Development Services Department RELEASED FOR GENERAL COMPLIANCE:_____________ZONING_____________ GR-MU-CO Rev. 1____________________________Correction 1_____________________________ Rev. 2____________________________Correction 2_____________________________ Rev. 3____________________________Correction 3_____________________________ Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. 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 55 56 57 58 59 60 61 62 63 COVER SHEET FINAL PLAT CITY OF AUSTIN GENERAL NOTES KIMLEY-HORN GENERAL NOTES AWU GENERAL NOTES (1 OF 3) AWU GENERAL NOTES (2 OF 3) AWU GENERAL NOTES (3 OF 3) EXISTING CONDITIONS & DEMO PLAN TREE LIST TREE MITIGATION TABLES EROSION CONTROL PLAN - DEMOLITION PHASE EROSION CONTROL PLAN OVERALL SITE PLAN SITE DATA TABLES SUBCHAPTER E COMPLIANCE PLAN SITE BUILDING INTERFACE PLAN BUILDING PAD PREPARATION PLAN PAVING PLAN GRADING PLAN EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP DRAINAGE CALCULATIONS DETENTION POND PLAN OVERALL STORM PLAN STORM PROFILES (1 OF 3) STORM PROFILES (2 OF 3) STORM PROFILES (3 OF 3) OVERALL UTILITY PLAN UTILITY PROFILES FIRE PROTECTION PLAN SITE DETAILS (1 OF 3) SITE DETAILS (2 OF 3) SITE DETAILS (3 OF 3) STORM DRAIN DETAILS (1 OF 3) STORM DRAIN DETAILS (2 OF 3) STORM DRAIN DETAILS (3 OF 3) UTILITY DETAILS (1 OF 5) UTILITY DETAILS (2 OF 5) UTILITY DETAILS (3 OF 5) UTILITY DETAILS (4 OF 5) UTILITY DETAILS (5 OF 5) EROSION CONTROL DETAILS (1 OF 2) EROSION CONTROL DETAILS (2 OF 2) BUILDING ELEVATIONS PLANTING SCHEDULE OVERALL LANDSCAPE PLAN LANDSCAPE PLAN (1 OF 4) LANDSCAPE PLAN (2 OF 4) LANDSCAPE PLAN (3 OF 4) LANDSCAPE PLAN (4 OF 4) LANDSCAPE DETAILS LANDSCAPE SPECS OVERALL IRRIGATION PLAN IRRIGATION PLAN (1 OF 4) IRRIGATION PLAN (2 OF 4) IRRIGATION PLAN (3 OF 4) IRRIGATION PLAN (4 OF 4) IRRIGATION DETAILS (1 OF 2) IRRIGATION DETAILS (2 OF 2) IRRIGATION SPECS STRUCTURAL NOTES STRUCTURAL PLAN STRUCTURAL DETAILS SITE PLAN APPROVAL SHEET ____OF____ 02/12/2026 T C E J O R P A H K 8 7 4 7 2 2 9 6 0 E T A D 6 2 0 2 Y R A U R B E F N W O H S S A : E L A C S T M R : Y B D E N G S E D I L D B : Y B N W A R D H M H : Y B D E K C E H C T E E H S R E V O C S L L A F Y E N N K C M B E H I I N T S U A F O Y T C I , I E V R D N O N N A C M A L L W E 6 1 0 7 I I 4 4 7 8 7 S A X E T , Y T N U O C S V A R T I SHEET NUMBER 1 OF 63 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 27 of 12 T C E J O R P A H K 8 7 4 7 2 2 9 6 0 E T A D 6 2 0 2 Y R A U R B E F N W O H S S A : E L A C S T M R : Y B D E N G S E D I L D B : Y B N W A R D H M H : Y B D E K C E H C T A L P L A N F I S L L A F Y E N N K C M B E H I I N T S U A F O Y T C I , I E V R D N O N N A C M A L L W E 6 1 0 7 I I 4 4 7 8 7 S A X E T , Y T N U O C S V A R T I SHEET NUMBER 2 OF 63 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 28 of 12 00 60' 120' GRAPHIC SCALE 60' LEGEND LEGEND PROPERTY LINE PROPOSED WASTEWATER LINE PROPOSED WATER LINE WW WW PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER WW WW EXISTING WASTEWATER MANHOLE ADA ROUTE V A A N RIE N O S N D ) RIV E R=465.00' L=73.74' 247.2' LOT 2 0.95 ACRES =20.00' =9.19' R L 10.0' 2 2 1 . 3 ' 7.0' R = 1 5 2 0 . 5 4 L = 3 6 1. 7 3 ' ' GR-MU-CO MULTI FAMILY 2 5 . 0 ' TYPE II DRIVEWAY (LEVEL 4 FIRE ACCESS) 10' FRONT YARD SETBACK ADA DETECTABLE WARNING (TYP.) I . . ) . E V R D W N O O N R N A C C I L B M TYPE II DRIVEWAY (LEVEL 4 FIRE ACCESS) U A P I L L I W T S A E 8 5 1 ( ' GR-MU-CO MULTI FAMILY S22°19'35"W 150.61' R15' 25.0' THROAT 3 0 . 0 ' 3' . 8 R15' 7.5' 10.0' 157.7' N22°19'35"E 166.81' 2 2 2 . 3 ' LOT 3 0.83 ACRES PEDESTRIAN CROSSING SIGN (TYP.) R15' 8 . 0 ' S27°31'34"W 174.76' 1 0 . 0 153.8' 2 5 . 0 ' 25.0' THROAT 3 0 . 0 ' R30' 49.5' R15' 7.6' 9.0' 19.0' (TYP.) ' 0 . 9 ) . P Y T ( ' 6 . 2 1 3 4 T O L S E R C A 8 7 . 1 ' 0 . 8 0 1 ' 45.0' 1 5 4 . 0 ' 34.0' 6 P U M P F U E L S T A T O N I SERVICE STATION CANOPY 109.5' LO EDUCATIONAL 53.8' 5' 1 R 5' 1 R 20.0' T A O R H T ' 0 . 0 4 30.0' TYPE II DRIVEWAY (LEVEL 2 FIRE ACCESS) ' 2 9 . 3 0 2 R25' R 2 5' ' E " 0 2 8 2 ° 2 6 S ' 4 . 4 9 1 ( T Y P . ) 1 9 . 0 ' 9.0' (TYP.) S8°22'16"W 36.77' 1 0 . 0 ' I S U D A R E R O T S ' 0 0 3 1 0 . 0 ' R25' N71°43'21"E 18.57' R25' ' 3 4 . 0 0 2 ' E " 0 2 8 2 ° 2 6 S R25' 30.0' 8.0' 10.0' N81°32'10"E 163.35' R25' ' 0 . 7 LIMITS OF CONSTRUCTION 10' STREET SIDE YARD SETBACK 6 . 5 ' 340.6' 8 . 0 ' TYPE II DRIVEWAY (LEVEL 2 FIRE ACCESS) 9.0' (TYP.) 9.0' ( T Y P . ) 1 9 . 0 ' 9.0' (TYP.) 9.0' ( T Y P . ) 1 9 . 0 ' 1 8 . 0 ' 1 8 . 0 ' ( T Y P . ) 1 9 . 0 ' ( T Y P . ) 1 9 . 0 ' 9.0' (TYP.) 1 0 . 0 ' 9.0' 9.0' 3 0 . 0 ' 1 3 . 3 ' 9.0' 9.0' (TYP.) 9.0' (TYP.) 9.0' (TYP.) 9.0' 9.0' (TYP.) 9.0' (TYP.) 9.0' ( T Y P . ) 1 9 . 0 ' ( T Y P . ) 1 9 . 0 ' ( T Y P . ) 1 9 . 0 ' 9.0' (TYP.) 9.0' ( T Y P . ) 1 9 . 0 ' 9.0' 1 8 . 0 ' 1 8 . 0 ' 1 8 . 0 ' 1 1 . 5 ' 9.0' 9.0' ( T Y P . ) 1 9 . 0 ' ( T Y P . ) 1 9 . 0 ' 3 0 . 0 ' 1 8 . 0 ' ( T Y P . ) 1 9 . 0 ' 1 8 . 0 ' 9.0' 9.0' (TYP.) 9.0' (TYP.) N27°31'40"E 236.49' ' 0 0 . 5 2 ' W " 0 2 8 2 ° 2 6 N N27°31'40"E 54.76' SERVICE STATION KIOSK 30.9' PAVEMENT WIDTH: 103.8' 22.9' COMM EXISTING ROW: 157.6' COMM COMM COMM COMM COMM CITY OF AUSTIN TRAVIS COUNTY COMM COMM ' 0 6 . COMM 8 . 3 ' 573.1' MF-3 EDUCATIONAL TYPE II DRIVEWAY (LEVEL 2 INDUSTRIAL, WAIVER REQUEST) SPRINGFIELD DRIVE (70' PUBLIC R.O.W.) 5' 2 R ADA DETECTABLE WARNING (TYP.) 5' 2 R R=505.00' L=55.13' ' 5 1 R 20.0' 5' 1 R 10.0' 8.0' 1 5 2 . 6 ' T A O R H T ' 0 . 0 4 30.0' R25' R25' ' 3 . 1 5 R25' 5' 2 R 6 . 5 ' 257.6' 8 . 0 ' PROPOSED SIDEWALK EASEMENT DOC. NO. XXXXXXXXXX R30' 4 0 . 0' T H R O A T 30.0' R60' 9.0' 9.0' ' 0 . 9 1 ) . P Y T ( 9.0' (TYP.) 5 . 0 ' 3 0 . 0 ' R25' 1 9 0.5' 2 5 5.8' 125.8' GR-MU-CO PARKS/GREENBELTS TIE-IN TO PROPERTY PIN BIKE PARKING DUMPSTER PEDESTRIAN CROSSING SIGN (TYP.) ADA ROUTE DUMPSTER PAINTED TRAFFIC FLOW ARROW (TYP.) BUILDING OVERHANG (TYP.) F F E : 6 1 6 0 0 . ' G R O C E R Y S T O R E , 1 0 6 0 0 0 G S F 30.0' ADA ROUTE LOT 1 16.17 ACRES 2 0 PIP 0' H E LIN E O A Z A R D O U S V E R L A Y R60' 55.9' 2 0 . 0 ' ' 0 . 9 ) . P Y T ( 19.0' (TYP.) R25' R25' R25' R25' BIKE PARKING ' 6 . 6 2 248.8' ' 0 . 4 2 N72°31'40"E 53.48' R25' R25' CONCRETE BOLLARD (TYP.) SEE DETAIL ON SHEET 31 15.0' R20' 5 0 . 0 ' 1 8 . 0 ' 1 8 . 0 ' 3 0 . 0 ' 9.0' 9.0' (TYP.) ' 0 . 9 1 ) . P Y T ( 25.0' 20.7' 8 . 2 ' ' 8 . 2 6 1 ' 2 3 . 0 9 1 LOT 5 1.58 ACRES ' 100' E-STOP RADIUS W " 0 2 8 2 BOLLARD TYPE B (TYP) ° 2 6 SEE SHEET 33 FOR N BOLLARD DETAIL & LAYOUT 25.0' 30.0' 2 0 8 . 3 ' ' 0 5 . 7 7 1 ' E " 4 2 8 2 ° 2 6 S 10.0' 8.0' 2 5 . 0 ' 9.0' (TYP.) ' 0 . 9 1 ) . P Y T ( N27°31'40"E 302.37' LOT 6 0.65 ACRES RETAINING WALL ADA DETECTABLE WARNING (TYP.) ' 2 3 . 4 9 ' W " 6 2 8 2 ° 2 6 N TYPE II DRIVEWAY 377.3' ' 2 3 4 9 . ' E " 0 2 8 2 ° 2 6 S COMM COMM COMM COMM COMM COMM COMM COMM 10' STREET SIDE YARD SETBACK MCKINNEY FALLS PARKWAY (100' PUBLIC R.O.W.) C O M M LIMITS OF CONSTRUCTION PUD SINGLE FAMILY C O M M R U B Y R A Y S T R E E T ( 8 0 ' P U B L I C R O W . . . ) RETAINING WALL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. TREES AND TOPOGRAPHY BASED UPON SURVEY BY CHAPPARAL PROFESSIONAL LAND SURVEYING, INC. ON JUNE 18, 2015. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THEIR ACCURACY. ALL FIRE DEPARTMENT ACCESS DRIVES/ROADS TO HAVE A MINIMUM 14' VERTICAL CLEARANCE. ESTABLISH FIRE ZONES AS SHOWN ON SITE BY PAINTING CURB RED. STENCIL THE WORDS, "FIRE ZONE/TOW-AWAY ZONE", IN WHITE LETTERS AT LEAST 3 INCHES HIGH AT 35-FOOT INTERVALS ALONG THE CURB. ALSO, SIGNS SHALL BE POSTED AT BOTH ENDS OF A FIRE ZONE. ALTERNATE MARKING OF THE FIRE LANES MAY BE APPROVED BY THE FIRE CHIEF PROVIDED THE FIRE LANES ARE CLEARLY IDENTIFIED AT BOTH ENDS AND AT INTERVALS NOT TO EXCEED 35 FEET. SEC. 901.4.2 ALL PARKING SPACES SHALL HAVE MINIMUM 7'-0" VERTICAL CLEARANCE. WARNING SIGNS ARE REQUIRED TO BE PLACED UNDER THE OVERHEAD ELECTRIC LINES TO MAKE ALL PERSONNEL AWARE OF THE ELECTRIC HAZARD. EVERY HANDICAP ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED 5 FEET ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN MUST INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE AND SHALL MEET THE CRITERIA SET FORTH IN UBC, 3108(c) AND ANSI A1171-1986-4.6.2. CONTRACTOR TO COORDINATE WITH PROJECT ARBORIST TO TRIM TREES TO ENSURE VISIBILITY NEAR PARKING AREAS. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CAUTION: DO NOT PLACE THE STAGING AREA IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII TO BE 3' OR 10' UNLESS OTHERWISE NOTED. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY RAMP RUN IS 30 IN. ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. 14. 15. GROUND SURFACES ALONG ACCESSIBLE ROUTES MUST BE STABLE, FIRM, AND SLIP RESISTANT. 16. ALL LANDSCAPED AREAS ARE TO BE PROTECTED BY SIX-INCH WHEEL CURBS, WHEELSTOPS, OR OTHER APPROVED BARRIERS AS PER ECM 2.4.7. COMPLIANCE WITH THE COMMERCIAL AND MULTI-FAMILY RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES WITH 100 OR MORE UNITS AND BUSINESSES WITH 100 OR MORE EMPLOYEES (AUSTIN CITY CODE, SEC. 15-6-91). REFER TO CITY OF AUSTIN ELECTRICAL DEPARTMENT FOR CONSTRUCTION PLANS AND DETAILS. CONTACT REY MARTINEZ (512-505-7643). ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6” CONCRETE CURB ARE REQUIRED. IF A STANDARD 6” CURB AND GUTTER ARE NOT PROVIDED FOR ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, COMPLY WITH ECM, SECTION 2.4.7, “PROTECTION OF LANDSCAPE AREAS”. 17. 18. 19. GR-MU-CO PARKS/GREENBELTS 20. RETAINING WALLS OVER FOUR FEET IN HEIGHT MEASURED FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL SHALL BE ENGINEERED AND REQUIRE A SEPARATE BUILDING PERMIT. [IBC CODE 105.2] EACH COMPACT PARKING SPACE/AISLE WILL BE SIGNED "SMALL CAR ONLY." ALL FDC's TO BE TWO 2 1 2 " SIAMESE CONNECTIONS. THERE ARE NO EXISTING BUILDINGS ON ADJOINING LOTS THAT ARE WITHIN 50 FEET OF THIS PROPERTY. 21. 22. 23. SUBCHAPTER E NOTES: 1. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5. ALL SITE LIGHTING TO BE LOCATED ON THE BUILDING WILL BE 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 SECTION 2.5.2.E. 2. ALL INTERNAL UTILITIES WILL BE LOCATED IN THE DRIVE AISLES AND NOT IN THE PARKING AREAS. 3. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. REGARDING COMBUSTIBLE VERTICAL CONSTRUCTION: 1. THE OWNER ACKNOWLEDGES THIS SITE PLAN (SPC-2025-0179C) IS DEPENDENT ON A WATER LINE UNDER SER 4183 & 4184, THAT IS NOT YET APPROVED AND/OR CONSTRUCTED, TO MEET THE WATER SUPPLY CODE REQUIREMENTS FOR THIS SITE PLAN (SPC-2025-0179C) AND THEREFORE NO COMBUSTIBLE VERTICAL CONSTRUCTION OR STAGING OF COMBUSTIBLE MATERIALS SHALL BE STARTED ON THIS SITE (SPC-2025-0179C) UNTIL ALL WATER LINES UNDER SER 4183 & 4184 NECESSARY TO PROVIDE CODE COMPLIANT WATER SUPPLY TO THIS SITE ARE INSTALLED AND SERVICEABLE. BENCHMARKS BM #3 (NOT SHOWN) - SQUARE CUT ON TOP OF CONCRETE DRAIN INLET IN THE EAST MEDIAN OF SPRINGFIELD DRIVE, 125 SOUTH OF THE INTERSECTION OF MCKINNEY FALLS PARKWAY AND SPRINGFIELD DRIVE. ELEVATION = 625.30'. ± BM #4 - “BOX” CUT IN TOP OF CURB ON THE WEST SIDE OF SPRINGFIELD DRIVE, ±950' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±75' WEST OF THE NORTHWEST CORNER OF TRACT 3, ±75' NORTHWEST OF TREE #5651. ELEVATION = 625.48' BM #5 - “BOX” CUT IN TOP OF STORM WATER INLET IN THE WEST CURB AND SIDEWALK OF McKINNEY FALLS PARKWAY, ±1,312' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±51NORTHEAST OF THE NORTHEAST CORNER OF TRACT 3, ±25' NORTHEAST COR A GAS PIPELINE MARKER, ±1.8' SOUTH OF A STORM WATER MANHOLE. ELEVATION = 601.51' PRIVATE DETENTION POND 2 0 PIP 0' H E LIN E O A Z A R D O U S V E R L A Y TYPE II DRIVEWAY CITY OF AUSTIN TRAVIS COUNTY 9 . 9 ' TWO (2) OFF-STREET LOADING SPACES R25' 30.0' ' 7 . 3 3 1 PUD SINGLE FAMILY Know what'sbelow. Call before you dig. 02/12/2026 T C E J O R P A H K 8 7 4 7 2 2 9 6 0 E T A D 6 2 0 2 Y R A U R B E F N W O H S S A : E L A C S T M R : Y B D E N G S E D I L D B : Y B N W A R D H M H : Y B D E K C E H C I N A L P E T S L L A R E V O S L L A F Y E N N K C M B E H I I N T S U A F O Y T C I , I E V R D N O N N A C M A L L W E 6 1 0 7 I I 4 4 7 8 7 S A X E T , Y T N U O C S V A R T I WARNING: CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. SHEET NUMBER 13 OF 63 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 29 of 12 MEASURES TO IMPROVE CONNECTIVITY 1 2 3 PROVIDE ADDITIONAL PEDESTRIAN CONNECTIONS FROM ON-SITE BUILDINGS TO ADJACENT STREETS. EXCEED APPLICABLE SIDEWALK STANDARDS BY CONSTRUCTING A SIDEWALK ALONG A PUBLIC STREET FRONTAGE TO CORE TRANSIT CORRIDOR STANDARDS. INTERNAL UTILITY LINES SHOULD BE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES, RATHER THAN UNDER PARKING AREAS. WILDLAND URBAN INTERFACE PROXIMITY VICINITY PLAN PROXIMITY CLASS B C BENCHMARKS BM #3 (NOT SHOWN) - SQUARE CUT ON TOP OF CONCRETE DRAIN INLET IN THE EAST MEDIAN OF SPRINGFIELD DRIVE, 125 SOUTH OF THE INTERSECTION OF MCKINNEY FALLS PARKWAY AND SPRINGFIELD DRIVE. ELEVATION = 625.30'. ± BM #4 - “BOX” CUT IN TOP OF CURB ON THE WEST SIDE OF SPRINGFIELD DRIVE, ±950' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±75' WEST OF THE NORTHWEST CORNER OF TRACT 3, ±75' NORTHWEST OF TREE #5651. ELEVATION = 625.48' BM #5 - “BOX” CUT IN TOP OF STORM WATER INLET IN THE WEST CURB AND SIDEWALK OF McKINNEY FALLS PARKWAY, ±1,312' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±51NORTHEAST OF THE NORTHEAST CORNER OF TRACT 3, ±25' NORTHEAST COR A GAS PIPELINE MARKER, ±1.8' SOUTH OF A STORM WATER MANHOLE. ELEVATION = 601.51' Know what'sbelow. Call before you dig. 02/12/2026 T C E J O R P A H K 8 7 4 7 2 2 9 6 0 E T A D 6 2 0 2 Y R A U R B E F N W O H S S A : E L A C S T M R : Y B D E N G S E D I L D B : Y B N W A R D H M H : Y B D E K C E H C S E L B A T A T A D E T S I S L L A F Y E N N K C M B E H I I N T S U A F O Y T C I , I E V R D N O N N A C M A L L W E 6 1 0 7 I I 4 4 7 8 7 S A X E T , Y T N U O C S V A R T I WARNING: CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. SHEET NUMBER 14 OF 63 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 210 of 12 V A A N RIE N O S N D ) RIV E I E V R D N O N N A C M A I L L I W T S A E =20.00' =9.19' R L R = 1 5 2 0 . 5 4 L = 3 6 1. 7 3 ' ' ) . . . W O R C I L B U P EXCEED APPLICABLE SIDEWALK STANDARDS BY CONSTRUCTING A SIDEWALK ALONG A PUBLIC STREET FRONTAGE TO CORE TRANSIT CORRIDOR STANDARDS ADDITIONAL PEDESTRIAN CONNECTION FROM ON-SITE BUILDING TO ADJACENT STREET 30.0' (TYP) SPRINGFIELD DRIVE (70' PUBLIC R.O.W.) R=505.00' L=55.13' C L E A R Z O N E 8 . 0 ' ) P Y T ( ' 0 . 5 2 CLEAR ZONE 10.0' PLANTING ZONE 8.0' PROPOSED PRIVATE SIDEWALK FOR PEDESTRIAN ICR PRIVATE COMMON OPEN SPACE W/ PEDESTRIAN AMENITIES (SEE LANDSCAPE PLANS): 0.45 ACRES PRIVATE COMMON OPEN SPACE W/ PEDESTRIAN AMENITIES (SEE LANDSCAPE PLANS): 0.17 ACRES P L A N T I N G Z O N E 6 . 6 ' C L E A R Z O N E 1 0 . 0 ' I P L A N T N G Z O N E 1 3 . 3 ' 25.0' (TYP) PROPOSED PRIVATE SIDEWALK FOR PEDESTRIAN ICR I S U D A R E R O T S ' 0 0 3 25.0' (TYP) BLOCK 3 5.71 ac I P L A N T N G Z O N E 1 1 . 5 ' C L E A R Z O N E 1 0 . 0 ' R=465.00' L=73.74' C L E A R Z O N E 8 . 0' LOT 2 0.95 ACRES P L A N T I N G Z O N E 1 3 . 1' ' 2 9 . 3 0 2 ' E " 0 2 8 2 ° 2 6 S ADDITIONAL PEDESTRIAN CONNECTION FROM ON-SITE BUILDING TO ADJACENT STREET S22°19'35"W 150.61' S8°22'16"W 36.77' N22°19'35"E 166.81' BLOCK 4 1.40 ac LOT 3 0.83 ACRES P L A N T I N G Z O N E 8 . 0 ' N71°43'21"E 18.57' C L E A R Z O N E 1 0 . 0 ' ' 3 4 . 0 0 2 ' E " 0 2 8 2 ° 2 6 S WILLIAM CANNON DRIVE ROADWAY IMPROVEMENTS PERMITTED SEPARATELY BY OTHERS (CIP PROJECT) - CITY OF AUSTIN: SP-2020-0186D.CP S27°31'34"W 174.76' ' 8 5 1 ( 6 P U M P F U E L S T A T O N I 6 VEHICLE QUEUE LANES S E R C A 8 7 . 1 4 T O L N81°32'10"E 163.35' C L E A R Z O N E 1 0 . 0 ' I P L A N T N G Z O N E 8 . 0 ' N27°31'40"E 236.49' ' W " 0 2 8 2 ° 2 6 N ' 0 0 . 5 2 N27°31'40"E 54.76' 12 FUEL DISPENSERS BLOCK 2 4.14 ac ' 2 3 . 0 9 1 ' W " 0 2 8 2 ° 2 6 N LOT 5 1.58 ACRES 2 0 PIP 0' H E LIN E O A Z A R D O U S V E R L A Y 4.0' ' 0 . 3 4 6.3' 1.1' ' 4 . 3 1 1.1' 6.2' 3.2' ' 7 . 4 6 ' 0 . 5 5 ' 0 . 5 5 ' 7 . 4 6 . P E S . T N E ' 4 4 . P E S . T N E ' 2 5 . P E S . T N E ' 4 5 . P E S . T N E ' 2 5 24.5' ' 0 . 5 BUILDING AWNING FOR SHADING (TYP) F F E : 6 1 6 0 0 . ' G R O C E R Y S T O R E , 1 0 6 0 0 0 G S F LOT 1 16.17 ACRES BLOCK 1 10.69 ac PROPOSED SHADE TREE (TYP) NOTE: NOT ALL PROPOSED TREES ARE SHOWN ON THIS PLAN SHEET. SEE LANDSCAPE PLANS FOR FULL LANDSCAPE DESIGN PROPOSED PRIVATE SIDEWALK FOR PEDESTRIAN ICR 4.0' ' 0 . 5 3 OVERALL SITE AREA: 21.94 ACRES TOTAL PRIVATE COMMON OPEN SPACE PROVIDED: 1.10 ACRES 232.2' PROPOSED PRIVATE SIDEWALK FOR PEDESTRIAN ICR N27°31'40"E 302.37' LOT 6 0.65 ACRES ADDITIONAL PEDESTRIAN CONNECTION FROM ON-SITE BUILDING TO ADJACENT STREET ' 2 3 4 9 . ' E " 0 2 8 2 ° 2 6 S ' 0 . 4 2 ' 2 3 . 4 9 ' W " 6 2 8 2 ° 2 6 N N72°31'40"E 53.48' ) ' P Y T ( 0 5 . 7 7 1 ' 0 . 5 2 E " 4 2 8 2 ° 2 6 S CLEAR ZONE 10.0' ' PLANTING ZONE 8.0' PRIVATE COMMON OPEN SPACE W/ PEDESTRIAN AMENITIES (SEE LANDSCAPE PLANS): 0.48 ACRES PRIVATE DETENTION POND 2 0 PIP 0' H E LIN E O A Z A R D O U S V E R L A Y COMM COMM COMM COMM COMM COMM CITY OF AUSTIN TRAVIS COUNTY COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM CITY OF AUSTIN TRAVIS COUNTY NEW TRANSIT STOP (DESIGNED, PERMITTED, & BUILT BY OTHERS) PROPOSED PUBLIC SIDEWALK ALONG STREET FRONTAGE MCKINNEY FALLS PARKWAY (100' PUBLIC R.O.W.) C O M M C O M M R U B Y R A Y S T R E E T MCKINNEY FALLS PARKWAY ROADWAY IMPROVEMENTS PERMITTED SEPARATELY BY KHA - CITY OF AUSTIN: SP-2025-0105D TRAVIS COUNTY: 25-50813 ( 8 0 ' P U B L I C R O W . . . ) 00 60' 120' GRAPHIC SCALE 60' LEGEND LEGEND PROPERTY LINE PROPOSED WASTEWATER LINE PROPOSED WATER LINE WW WW PROPOSED WASTEWATER MANHOLE PROPOSED WASTEWATER CLEANOUT PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER WW WW EXISTING WASTEWATER MANHOLE INTERNAL CIRCULATION ROUTE (DRIVE) & BLOCK BOUNDARY INTERNAL CIRCULATION ROUTE (WALK) PRIVATE COMMON OPEN SPACE (MINIMUM 5% OF GROSS AREA = 1.10 AC) SUBCHAPTER E NOTES: 1. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5. ALL SITE LIGHTING TO BE LOCATED ON THE BUILDING WILL BE 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 SECTION 2.5.2.E. SEE FIGURE 34 BELOW FOR EXAMPLES OF FULLY-SHIELDED LIGHT FIXTURES. 2. ALL INTERNAL UTILITIES WILL BE LOCATED IN THE DRIVE AISLES AND NOT IN THE PARKING AREAS. 3. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. 4. PRIVATE COMMON OPEN SPACE TYPE = A LANDSCAPE AREA OTHER THAN ONE REQUIRED BY SUBCHAPTER C, ARTICLE 9. (SECTION 2.7.3.A.2) BENCHMARKS BM #3 (NOT SHOWN) - SQUARE CUT ON TOP OF CONCRETE DRAIN INLET IN THE EAST MEDIAN OF SPRINGFIELD DRIVE, 125 SOUTH OF THE INTERSECTION OF MCKINNEY FALLS PARKWAY AND SPRINGFIELD DRIVE. ELEVATION = 625.30'. ± BM #4 - “BOX” CUT IN TOP OF CURB ON THE WEST SIDE OF SPRINGFIELD DRIVE, ±950' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±75' WEST OF THE NORTHWEST CORNER OF TRACT 3, ±75' NORTHWEST OF TREE #5651. ELEVATION = 625.48' BM #5 - “BOX” CUT IN TOP OF STORM WATER INLET IN THE WEST CURB AND SIDEWALK OF McKINNEY FALLS PARKWAY, ±1,312' NORTH OF THE NORTH LINE OF EAST WILLIAM CANNON DRIVE, ±51NORTHEAST OF THE NORTHEAST CORNER OF TRACT 3, ±25' NORTHEAST COR A GAS PIPELINE MARKER, ±1.8' SOUTH OF A STORM WATER MANHOLE. ELEVATION = 601.51' Know what'sbelow. Call before you dig. 02/12/2026 T C E J O R P A H K 8 7 4 7 2 2 9 6 0 E T A D 6 2 0 2 Y R A U R B E F N W O H S S A : E L A C S T M R : Y B D E N G S E D I L D B : Y B N W A R D H M H : Y B D E K C E H C E R E T P A H C B U S N A L P E C N A I L P M O C S L L A F Y E N N K C M B E H I I N T S U A F O Y T C I , I E V R D N O N N A C M A L L W E 6 1 0 7 I I 4 4 7 8 7 S A X E T , Y T N U O C S V A R T I WARNING: CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. SHEET NUMBER 15 OF 63 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 211 of 12 I S N O T A V E L E G N D L I U B I 3 6 F O 4 4 SPC-2025-0179C 06 SPC-2025-0179C - HEB McKinney Falls; District 212 of 12