20 SP-2021-0460C - Givens District Park Aquatic Facility.pdf — original pdf

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PLANNING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET CASE NUMBER: SP-2021-0460C PLANNING COMMISSION DATE: 10/11/2022 1 36.54 acres Recreational facilities expansion Glenn Frey, P.E. Jose I Guerra, Inc 1701 Directors Blvd, Ste. 400 Austin, TX 78744 Scott Sinn, PLA City of Austin Parks and Recreation Dept 919 W 28th ½ St Austin, TX 78705 PROJECT NAME: Givens District Park Aquatic Facility PROPOSED USE: ADDRESS OF APPLICATION: 3811 E 12th St AREA: COUNCIL DISTRICT: APPLICANT: AGENT: CASE MANAGER: Christine Barton-Holmes, CNUa, LEED AP EXISTING ZONING: P NEIGHBORHOOD PLANNING AREA: East MLK Combined NPA PROPOSED DEVELOPMENT: The City of Austin proposes to construct a new aquatic outdoor recreation facility, with a reconstructed pool and buildings and one new building, within an existing park, with all associated improvements. The site is zoned P (Public) and is greater than one acre in size; therefore, a Conditional Use Permit is required, according to the Land Development Code {Section 25-2-625}. SUMMARY STAFF RECOMMENDATION: Staff recommends approval of the conditional use permit. The site plan will comply with all requirements of the Land Development Code prior to its release. PREVIOUS ZONING AND PLATTING COMMISSION ACTION: NA christine.barton-holmes@austintexas.gov Telephone: 974-2788 WATERSHED: Tannehill Branch - Urban APPLICABLE WATERSHED ORDINANCE: Current/ Comprehensive watershed ordinance T.I.A.: Not Required 1 of 1020PROJECT INFORMATION: ZONING: P MAX. BLDG. COVERAGE: * MAX. IMPERV. CVRG.: * MAX HEIGHT: * REQUIRED PARKING: NA EXIST. USE: Outdoor recreation LIMITS OF CONSTRUCTION: 3.05 acres PROPOSED BLDG. CVRG: 2716 sf PROPOSED IMP. CVRG: 25,580 sf (19%) PROPOSED HEIGHT: 1 story (height varies) PROVIDED PARKING: 50 PROPOSED USE: Outdoor recreation/aquatic facility *P zoning development standards to be determined by approval of a conditional use site plan [25-2-625(D)(2)] SUMMARY COMMENTS ON SITE PLAN: Land Use: The applicant proposes construct an outdoor recreation facility with an updated pool and buildings, and one new building, within a larger site that has an existing park. The site plan will comply with all requirements of the Land Development Code prior to its release. Staff recommends approval of the conditional use permit Environmental: The site is in the Tannehill Branch watershed, which is an Urban Watershed Zone. There are no known Critical Environmental Features located within the limits of construction. Transportation: Access is available from East 12th Street SURROUNDING CONDITIONS: Zoning/ Land use North: SF-3-NP and SF-6-NP (Park and residential) East: SF-3-NP (single-family residential) South: SF-3-NP (single-family residential) West: SF-3-NP and SF-6-NP (residential) Street Loyola Lane NEIGHBORHOOD ORGANIZATIONS: Austin Lost and Found Pets Reissig Group Martin Luther King Neighborhood Association East MLK Combined Neighborhood Contact Team Ebony Acres East Austin Conservancy Friends of Northeast Austin Austin Neighborhoods Council Austin Independent School District Homeless Neighborhood Association Springdale-Airport Neighborhood Association Sierra Club, Austin Regional Group Neighbors United for Progress Del Valle Community Coalition Neighborhood Empowerment Foundation SELTexas Classification Minor arterial Surfacing 40’ R.O.W. 60’ 2 of 1020CONDITIONAL USE PERMIT REVIEW AND EVALUATION CRITERIA 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 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: 1. Comply with the requirements of this title; Staff response: This application complies with the requirements of this title. 2. Comply with the objectives and purposes of the zoning district; Staff response: This application complies with the objectives and purposes of the zoning districts and overlays. 3. Have building height, bulk, scale, setback, open space, landscaping, drainage, access, traffic circulation, and use that are compatible with the use of an abutting site; Staff response: This application is compatible with the abutting sites in all of these cases. 4. Provide adequate and convenient off-street parking and loading facilities; Staff response: Adequate parking and loading facilities exist at the site. 5. Reasonably protect persons and property from erosion, flood, fire, noises, glare, and similar adverse effects; Staff response: The proposed project does not contribute to any of these adverse effects. 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 district. A Conditional Use Site Plan May Not: 1. More adversely affect an adjoining site than would a permitted use; Staff response: The site plan will conform with 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; Staff response: Access is limited into the site, and surrounding vehicular circulation in the area of the project is not anticipated to have any detriment to safety or convenience. 3. Adversely affects an adjacent property or traffic control through the location, lighting, or type of signs; Staff response: No signage or lighting is proposed that would affect adjacent properties or traffic control. 3 of 10204 of 1020SHEET NO. DRAWING NO. COVER SHEET SHEET INDEX DESCRIPTION AUSTIN WATER GENERAL NOTES AND PROJECT INFORMATION CIVIL GENERAL NOTES OVERALL REFERENCE PLAN EROSION & SEDIMENT CONTROL PLAN EROSION & SEDIMENT CONTROL DETAILS CIVIL TREE & NATURAL PROTECTION NOTES & DETAILS CIVIL DEMOLITION PLAN CIVIL SITE PLAN OVERALL GRADING & DRAINAGE REFERENCE PLAN 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 C000 C001 C100 C101 C200 C201 C202 C300 C400 C500 C501 C502 C503 C504 C600 C601 C700 C800 C900 C901 C902 C903 C904 C905 C906 A301 A302 A303 A304 L100 L101 L110 L111 ENLARGED CIVIL GRADING & DRAINAGE PLAN ENLARGED CIVIL GRADING & DRAINAGE PLAN ENLARGED CIVIL GRADING & DRAINAGE PLAN ENLARGED CIVIL GRADING & DRAINAGE PLAN PRE-DEVELOMENT DRAINAGE MAP POST-DEVELOMENT DRAINAGE MAP OVERALL UTILITY PLAN CIVIL STORMWATER MANAGEMENT PLAN CIVIL DETAILS CITY OF AUSTIN STANDARD DETAILS CITY OF AUSTIN STANDARD DETAILS CITY OF AUSTIN STANDARD DETAILS CITY OF AUSTIN STANDARD DETAILS CITY OF AUSTIN STANDARD DETAILS CITY OF AUSTIN STANDARD DETAILS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS OVERALL PLAN LANDSCAPE PLAN LANDSCAPE DETAILS LANDSCAPE NOTES AND PLANT LIST SITE DEVELOPMENT PLAN FOR GIVENS DISTRICT PARK AQUATIC FACILITY 3811 E. 12TH ST. AUSTIN, TEXAS 78721 E 1 6 T H S T L U N A S T P E R E Z S T C O M E T A S T D E L O N E Y S T E M . F R A N K L I N A V E G R E E N W O O D A V E PROJECT SITE E 1 2 T H S T D. E R L A D G RIN P S SUBMITTED BY: GLENN FREY, P.E. LICENSED PROFESSIONAL ENGINEER NO. 123856 JOSE I. GUERRA, INC. 1701 DIRECTORS BLVD., SUITE 400 AUSTIN, TEXAS 78744 TX P.E. FIRM NO. F-3 (512) 445-2090 (OFFICE) DATE 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 OF AUSTIN APPROVAL. REVIEWED BY: DEVELOPMENT SERVICES DEPARTMENT DATE NUMBER DESCRIPTION REVISIONS / CORRECTIONS 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 SITE LOCATION MAP N.T.S. ZONING: THIS PROPERTY IS ZONED P-NP (PUBLIC) WATERSHED STATUS: THIS PROJECT IS WITHIN THE TANNEHILL BRANCH WATERSHED WHICH IS CLASSIFIED AS URBAN. FLOODPLAIN STATUS: PORTIONS OF THIS TRACT(S) ARE WITHIN THE BOUNDARIES OF THE 100 YEAR AND 500 YEAR FLOOD PLAIN ACCORDING TO THE FEDERAL FLOOD INSURANCE ADMINISTRATION FIRM PANEL No. 48453C0465K DATED: JANUARY 22, 2022 FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS. EDWARDS AQUIFER RECHARGE ZONE: NO PORTION OF THIS PROJECT LIES WITHIN THE BOUNDARIES OF THE EDWARDS AQUIFER RECHARGE ZONE, NOR WITHIN ANY OF ITS CONTRIBUTING ZONES AS DEFINED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. SUBCHAPTER E: THIS SITE PLAN IS SUBJECT TO SUBCHAPTER E OF THE LAND DEVELOPMENT CODE. INTEGRATED PEST MANAGEMENT: THIS SITE IS TO FOLLOW THE ADOPTED PARD IPM PROGRAM, DATED 02/15/2017. FOR INTEGRATED PEST MANAGEMENT PLAN, SEE AGREEMENT FILED IN DOCUMENT NO. ___________________, OFFICIAL PUBLIC RECORDS, TRAVIS COUNTY, TEXAS. WATER SER NO. _______________ N/A SER-5314 WASTEWATER SER NO. _________ NOTES: ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN REVIEWING THESE PLANS, THE CITY OF AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER. 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. 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 START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. UNDERGROUND STORAGE TANK (UST) NOTE: 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] LEGAL DESCRIPTION(S): PROPERTY ID: 199062 LEGAL DESCRIPTION: 34.18 AC OF OLT 17&18 DIVISION B PROPERTY ID: 199063 LEGAL DESCRIPTION: 1.07 AC OF OLT 17 DIVISION B PROPERTY ID: 201110 LEGAL DESCRIPTION: 12.293 AC OF OLT 18 DIVISION B OWNER: ARCHITECT: CITY OF AUSTIN PARKS AND RECREATION DEPARTMENT 919 WEST 28 1/2 ST. AUSTIN, TEXAS 78705 CONTACT: SCOTT SINN, PLA 512-974-9474 MARMON MOK 1020 NE LOOP 410, SUITE 201 SAN ANTONIO, TEXAS 78209 CONTACT: SHAWN BACON, AIA 210-270-2280 COLEMAN & ASSOCIATES 9890 SILVER MOUNTAIN DRIVE AUSTIN, TEXAS 78737 REGISTRATION NO. 974 CONTACT: JOSE PEREZ 512-660-6266 LANDSCAPE ARCHITECT: CIVIL ENGINEER: JOSE I. GUERRA, INC. 1701 DIRECTORS BLVD, SUITE 400 AUSTIN, TEXAS 78744 TEXAS P.E. FIRM NO. F-3 CONTACT: GLENN FREY, P.E. 512-445-2090 TRAFFIC CONTROL PLAN NOTE: 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 TCPREVIEW@AUSTINTEXAS.GOV FOR REVIEW A MINIMUM OF 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. VARIANCES/WAIVERS RELATED CASES: AUSTIN FIRE DEPARTMENT AUSTIN FIRE DEPARTMENT FIRE DESIGN CODES IFC 2015 WITH CITY OF AUSTIN LOCAL AMENDEMENTS FIRE FLOW DEMAND @ 20 PSI (GPM) 1,500 GPM AUSTIN WATER INTENDED USE PARKS & RECREATION SERVICES (GENERAL) DATE DATE CONSTRUCTION CLASSIFICATION BUILDING FIRE AREA (SF) AUTOMATIC FIRE SPRINKLER TYPE (IF APPLICABLE) REDUCED FOR FLOW DEMAND @ 20 PSI FOR HAVING A SPRINKLER SYSTEM (GPM) (IF APPLICABLE) II-B 2,716 NOT APPLICABLE NOT APPLICABLE AFD FIRE HYDRANT FLOW TEST DATE 8/18/2021 AFD FIRE HYDRANT FLOW TEST LOCATION RESIDUAL HYDRANT: 3700 E. 12TH STREET (PUBLIC) FLOW HYDRANT: 3800 E. 12TH STREET (PUBLIC) HIGH-RISE NO ALTERNATIVE METHOD OF COMPLIANCE-AMOC (IF APPLICABLE) NOT APPLICABLE RETAINING WALL NOTE: 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). SUBMITTAL DATE: 12/10/2021 SP-2021-0460C 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. 5 of 1020A B C D 1 3 4 5 L U N A S T SF-3-NP SF-3-NP SF-3-NP SF-6-NP SF-3-NP E . 1 2 T H S T . D E L O N E Y S T . P-NP SF-3-NP P A R K R D . ASPHALT PARKING LOT LEGEND: SUBJECT PROPERTY BOUNDARY LIMITS OF CONSTRUCTION THIS PERMIT COA 100-YR REGULATORY FLOOD PLAIN PUD ZONING FEMA 500-YR FLOODPLAIN & COA REGULATORY 100-YR FLOODPLAIN GENERAL NOTES 1. 2. 3. 4. ZONING SHOWN THIS SHEET IS FROM THE CITY OF AUSTIN PROPERTY PROFILE SUBJECT PROPERTY BOUNDARY THIS SHEET IS APPROXIMATE FROM COA GIS RECORDS AND IS NOT A REPRESENTATIVE OF A SURVEYED LEGAL PROPERTY BOUNDARY. LOT LINES AND OTHER BACKGROUND INFORMATION SHOWN THIS SHEET IS FROM COA GIS RECORDS AND NOT REPRESENTATIVE OF SURVEY INFORMATION. THE FLOOD PLAIN SHOWN REPRESENTS THE FEMA 500-YR FLOOD PLAIN AND 100-YR (ATLAS 14) FLOOD PLAIN AS SHOWN ON COA FLOODPRO GIS MAPS. 2 P E R E Z S T . GIVENS POOL FACILITY BASKETBALL COURT SF-3-NP G R A N T S T . SF-3-NP BASEBALL FIELD GIVENS REC CENTER 34.18 AC OF OLT 17&18 DIVISION B P-NP CWQZ/CREEK SETBACK ASPHALT PARKING LOT BASEBALL FIELD P E N N S Y L V A N I A A V E . TANNEHILL BRANCH CREEK EVENT TENT SF-3-NP GIVENS DISTRICT PARK 3811 E. 12TH ST. SF-3-NP PLUMMERS CEMETERY 1204 SPRINGDALE RD. P-NP UNPAVED CEMETERY DRIVE D. E R L A D G RIN P S D . E R L V I L R E B B W E SF-3-NP ASPHALT PARKING LOT BASKETBALL COURT SF-3-NP SF-6-NP TENNIS COURT OAK SPRINGS DR. SF-3-NP SF-3-NP MF-3-NP GR-NP OVERALL REFERENCE PLAN 1 SCALE: 1" = 100' 0 50 100 200 NORTH SCALE 1" = 100' S N E V G I I Y T I L I C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn GCF Checked Date 05/09/2022 Project No. 20031 Revisions SHEET TITLE OVERALL REFERENCE PLAN SHEET NO. C101 04 SHEET __ OF __33 SP-2021-0460C 6 of 1020W W W W W W W W WW WW WW WW EXIST ADA RAMPS W W W W EXISTING TYPE II DRIVEWAY TO REMAIN 38.9' ADA 31.5' R R 0-Y 0-Y 0 0 1 1 ' 8 . 6 4 C O L C O L C O L R R Y Y - - 0 0 0 0 1 1 C O L R R Y Y - - 0 0 0 0 1 1 C O L 1 1 0 0 0 0 - - Y Y R R EXISTING DRIVE (ASPHALT) S E C A P S 3 1 W W W W 100-YR 100-YR W W W W W W W W LEGEND: LOC LOC LOC LIMITS OF CONSTRUCTION ADA ADA ACCESSIBLE PATH R.O.W. LINE W WW SD IRR W WW W WW SD IRR W WW EXISTING WATER LINE EXISTING WASTEWATER LINE EXISTING STORM DRAIN EXISTING UNDERGROUND ELECTRICAL EXISTING OVERHEAD ELECTRICAL PROPOSED IRRIGATION LINE PROPOSED WATERLINE PROPOSED WASTEWATER LINE STM STM PROPOSED STORMWATER LINE PROPOSED UNDERGROUND ELECTRICAL PROPOSED CONCRETE PAVEMENT PROPOSED RAIN GARDEN PROPOSED ASPHALT PAVEMENT EXISTING HERITAGE OR PROTECTED TREE TO REMAIN EXISTING TREE TRUNK TREE TAG # XXXXX EXISTING TREE 50% CRITICAL ROOT ZONE (CRZ) 100% CRITICAL ROOT ZONE (CRZ) SITE DATA TABLES 1 2 3 4 5 MH#240459 MH#240459 WW WW 8" PVC A5687 8" PVC A5687 WW WW WW WW WW WW WW WW WW WW WW WW WW WW EAST 12TH STREET TO INT. 3250 70' ROW EXISTING 4" DOMESTIC WATER METER #10047735 PROPOSED CONNECTION TO PUBLIC SIDEWALK 12" PVC C900 WATER MAIN (2000-006) W W W W W W PROP. 2" DOMESTIC WATER METER RE: C700 W W W W W W W W W W MH #62603 MH #62603 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W X X X X PROPOSED FENCING ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA ADA WW WW WW WW A 3 4 9 4 2 W W . T N I O T W O R ' 0 7 EXIST. OVERHEAD LINE RE: ELECTRICAL W W W W WW WW MH#62602 MH#62602 8" PVC 8" PVC 2009-0026 2009-0026 WW WW AW INT. 3248 QUAD: L-23-3 W W EXIST UTILITY POLE LOC W W LOC EXISTING 1" IRRIGATION WATER METER #10023759 RE: LANDSCAPE EXISTING IRRIGATION LINE RE: LANDSCAPE W W W W W W W W O H E L O C I I R R R R L O C O H E W W O H E X X X O H E X X X O H E X L O C L O C L O C L O C L O C W W W W W W LOC LOC LOC LOC LOC LOC LOC R16.3 8.0' R20.8 R R 0 - Y 0 - Y 0 0 1 1 EXISTING OVERHEAD UTILITY TO REMAIN PROP. 2.5" THICK ASPHALT REPAVING RE: 3/C900 EXISTING CURB AND GUTTER TO REMAIN U.N.O. L O C L O C C O L 16 SPACES 16 SPACES X X X X X X X X X X X X X X 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 C O L A D A A D A W PROP. 2" RPZ IN ABOVE GROUND ENCLOSURE RE: C700 C O L EXISTING FIRE HYDRANT #200356 TO REMAIN PROP. PRIVATE 2" PVC DOMESTIC WATER LINE RE: C700 EXISTING OVERHEAD UTILITY TO REMAIN EXISTING POWER POLE AND PULL BOX TO REMAIN EXISTING UTILITY POLE TO REMAIN A D A W X LOC LOC LOC LOC LOC LOC LOC LOC LOC PROP. 5' WIDE PRIVATE SIDEWALK RE: 2/C900 PROPOSED 6' HIGH NON-CLIMBABLE FENCE RE: LANDSCAPE PROP. (5) CLASS III BIKE RACKS RE: 710S-1,4/C905 ADA W ADA ADA ADA ADA ADA ADA W W W W ADA ADA W W W EXISTING DOMESTIC WATER LINE X X X X X X X X A D A PROP. 4' GATE RE: LANDSCAPE X X PROP. 6' GATE RE: LANDSCAPE W PROP. 4' GATE RE: LANDSCAPE X X W SD W SD W SD W SD W SD SD ADA SD ADA SD ADA ADA ADA SD ADA SD ADA ADA X O H E X X PROP. OVERHEAD ELECTRICAL LINE RE: ELECTRICAL X X W X O H E W X X X RECREATION/LAP SWIM REC/LAP POOL PROP. DECK MOUNTED YARD HYDRANT RE: C700 PROP. PRIVATE NON-POTABLE 1" PVC WATER LINE RE: C700 LEISURE POOL D S A D A D S A D A A D A A D A A D A I G N T S X E I R E T L I F L O O P E R U T C U R T S DIVING DIVING S D D S A D A S D D S A D A S D D S A D A S D D S ADA ADA ADA ADA ADA X X X X X X X X S D SD SD SD SD A D A A D A ' 0 . 7 1 30.5' ' 5 . 8 ' 5 . 5 2 PROPOSED 1-STORY MULTI-PURPOSE BUILDING FF=±498.92 36.5' SD S D S D PROPOSED 2,200 SF FULL FILTRATION RAIN GARDEN RE: C800 PROPOSED (5) CLASS III BIKE RACKS RE: 710S-1,4/C905 W A D A X A D A W RENOVATED EXISTING 1-STORY BATH HOUSE EXISTING OPEN AIR PAVILION FF ±499.56 ADA A D A W A D A A D A W W W A D A A D A W W ADA ADA M X IRR IRR X X X X X WW X X X LOC LOC WW X IRR IRR LOC IRR IRR LOC WW IRR IRR LOC W W BUILDING ROOF LINE PROPOSED PRIVATE 6" WASTEWATER LINE RE: C700 WW IRR IRR LOC WW IRR IRR LOC PROP. UNDERGROUND ELECTRIC RE: ELECTRICAL PROPOSED 10' GATE RE: LANDSCAPE WW LOC LOC WW LOC WW LOC WW LOC LOC S E C A P S 6 9.0' 5.0 11.0' 3.0' 24.5' N A V V E V E 16 18.0' 15 90° 14 13 12 11 ADA 10 18.7' 9 S E C A P S 0 1 8 7 6 5 4 3 2 1 C O L C O L C O L C O L W W W W W W PROPOSED PRIVATE 6" WASTEWATER LINE RE: C700 C O L C O L WW LOC LOC X X RENOVATED EXISTING 1-STORY BATH HOUSE 9.0' TYP. I I R R R R I I R R R R I I R R R R I I R R EXISTING R R DOMESTIC WATER LINE 1 1 0 0 0 0 - - Y Y R R 1 1 0 0 0 0 PROPOSED PRIVATE 6" W W WASTEWATER LINE RE: C700 R R R R - - I I Y Y R R 1 1 0 0 0 0 - - Y Y R R I I R R R R PROP. POLE MOUNTED TRANSFORMER RE: ELECTRICAL 1 1 O H E O H E L O C L O C L O C X X X X X X 0 0 0 0 IRR IRR - - Y Y R R LOC X S S D D IRR IRR PROPOSED 10' GATE RE: LANDSCAPE S S D D 1 1 0 0 0 0 - - Y Y R R D D S S PROPOSED PRIVATE 48" DIAMETER PRE-CAST MANHOLE RE: C700 1 1 0 0 0 0 - - Y Y R R 1 1 0 0 0 0 - - Y Y R R 1 1 0 0 0 0 - - Y Y R R PROP. ELECTRICAL METER RE: ELECTRICAL FEMA 500-YR FLOODPLAIN AND COA REGULATORY 100-YR FLOODPLAIN W W W W 1 1 5 5 " " C C W W O O W W N N C C A A 4 4 7 7 4 4 6 6 CIVIL SITE PLAN 1 SCALE: 1:30 NORTH SCALE 1:30 EXTERIOR LIGHTING NOTE: ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING THE 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. PROPOSED PRIVATE 6" WASTEWATER LINE RE: C700 EXISTING OVERHEAD UTILITY TO REMAIN PROPOSED PRIVATE 48" DIAMETER PRE-CAST MANHOLE RE: C700 100-YR 100-YR 100-YR 100-YR 1 1 0 0 0 0 - - Y Y R R 1 1 0 0 0 0 - - Y Y R R 100-YR 100-YR R R 0 - Y 0 - Y 0 0 1 1 EXISTING DRIVE (ASPHALT) R R 0 - Y 0 - Y 0 0 1 1 24" C O N C 24" C O N C A 4753 A 4753 W W W W W W W W 0 15 30 60 ACCESSIBILITY NOTE: PARKING NOTE: 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 START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. [ANSI 403.3]. ACCESSIBLE ROUTES MUST HAVE CROSS-SLOPE NO GREATER THAN 1:50 [ANSI 403.3]. ACCESSIBLE PARKING SPACES MUST BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1:50. [ANSI 502.5] THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY RAMP RUN IS 30". THE MAXIMUM HORIZONTAL PROJECTION IS 30 FEET OF RAMP WITH A SLOPE BETWEEN 1:12 AND 1:15, AND 40 FEET FOR A RAMP WITH A SLOPE BETWEEN 1:16 AND 1:20. [ANSI 405.2 - 405.6]. PARKING SPACES SHOWN ON THE SITE PLAN NUMBERED FROM 1-50 DESIGNATE THE REQUIRED TOTAL NUMBER OF PARKING SPACES (50) REQUIRED PER THE APPROVED AQUATIC MASTER PLAN ASSOCIATED WITH THIS FACILITY. CONTRACTOR NOTE: THESE NUMBERED SPACES ARE NOT REQUIRED TO BE MARKED WITH A CORRESPONDING NUMBER. SITE PLAN RELEASE NOTES: · · · ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN REVISION OR CORRECTION AND APPROVAL OF THE DEVELOPMENT SERVICES DEPARTMENT. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT CODE (CHAPTER 25-10). ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. · · WATER AND WASTEWATER SERVICES WILL BE PROVED BY THE CITY OF AUSTIN. · ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE DEMOLITION PERMIT FROM THE CITY OF AUSTIN DSD. A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR BUILDING PERMIT FOR NON-CONSOLIDATED OR PLANNING COMMISSION APPROVED SITE PLANS. FOR DRIVEWAYS: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF, DAMAGE TO UTILITIES. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT IS REQUIRED. · · · B C D 61° 18.5' 18.1' 18 SPACES 9.0' TYP. ' 6 . 4 1 9.0' TYP. EXISTING PARKING LOT (ASPHALT) 35 36 37 38 39 40 41 42 44 45 46 47 48 49 50 43 57° 12 SPACES 6 SPACES 4 SPACES 12 SPACES LOC LOC LOC LOC LOC LOC LOC LOC EXISTING PARKING LOT (ASPHALT) 5 SPACES R R 0 - Y 0 - Y 0 0 1 1 W W W W 1 0 0- Y 1 0 0- Y R R 1 4 S S E C W W A P W W R R 0 - Y 0 - Y 0 0 1 1 1 0 0-Y R 1 0 0-Y R W W W W W W W W W W W W 16 SPACES 13 SPACES FEMA 500-YR FLOODPLAIN AND COA REGULATORY 100-YR FLOODPLAIN 100-YR 100-YR W W W W 8 S P A C E S R R 0-Y 0-Y 0 0 1 1 W W W W EX. PUBLIC FH #233614 EX. PUBLIC FH #223040 100-Y R 100-Y R 100-YR 100-YR EX. PUBLIC FH #223041 EXISTING BATHHOUSE PROPOSED MULTI-PURPOSE BUILDING PARKING NOTE: A TOTAL OF 50 PARKING SPACES ARE REQUIRED (PER AQUATIC MASTER PLAN. FIRE HYDRANT PLAN- NTS SP-2021-0460C S N E V G I I Y T I L I C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn GCF Checked Date 05/09/2022 Project No. 20031 Revisions SEE PARKING NOTE THIS SHEET SHEET TITLE CIVIL SITE PLAN SHEET NO. C400 09 SHEET __ OF __33 7 of 10206 FT TALL NON- CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 . " 0 1 - ' 9 1 8" CMU BLOCK AS SCHEDULED RETAINING WALL FOR RAIN GARDEN, SEE CIVIL / LANDSCAPE NEW METAL PANEL ROOF TO MATCH EXISTING SIZE EXISTING STAIR AND NEW STEEL GALVANIZED RAILS BEYOND EXISTING CONCRETE WALLS TO RECEIVE NEW SEALER/COATING PER MANUFACTURER'S RECOMMENDATIONS EXISTING FINISH GRADE, SEE CIVIL PT-1 PT-6 MP-1 PT-6 PT-6 1 3 4 2 4 0 3 A / 1 D 2 0 7 A / 1 D W2 m S i 0 0 7 A 2 D / m S i 0 0 7 A 2 D / CMU-1 PT-1 25 FT LIGHT POLE BEYOND, REF. ELECTRICAL PAINTED METAL FASCIA ALUM STOREFRONT SEE WINDOW SCHEDULE AND GLAZING TYPES . " 8 - ' 3 1 6 FT TALL ORNAMENTAL, NON- CLIMBABLE STEEL WIRE FENCE, REF. A706 DECK SLAB INSTALLED OVER EXISTING POOL DECK 1 5/8" SOAP CMU PAINTED RECTANGULAR WIRE SECURITY MESH AS SPECIFIED ALUM STOREFRONT SEE WINDOW SCHEDULE AND GLAZING TYPES 6 FT TALL NON- CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 5 . " 0 - ' 4 1 LIGHT POLE, REF. ELECTRICAL 8" CMU BLOCK AS SCHEDULED BEYOND GUTTER AND DOWNSPOUT BEYOND 4 0 3 A 2 C / PAINTED METAL FASCIA 4 0 3 A 5 C / 2 0 7 A 3 D / PT-1 W1 CMU-1 B1 MULTI-PURPOSE - EAST ELEVATION A301 1/8" = 1'-0" B4 MULTI-PURPOSE - NORTH ELEVATION A301 1/8" = 1'-0" 36 FT POLE LIGHT MOUNTED AT LOWER LEVEL, REF. ELECTRICAL 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 WALL LIGHT FIXTURE AS SCHEDULED, REF. ELECTRICAL 6 0 7 A / 3 B PT-6 002 " 8 - ' 7 005 PT-6 006 EXHAUST, REF. MECHANICAL EXHAUST, REF. MECHANICAL NEW DOOR AND FRAME AS SCHEDULED 0 0 7 A 1 D / ALUM STOREFRONT SEE WINDOW SCHEDULE AND GLAZING TYPES 8" CMU BLOCK AS SCHEDULED 4 0 3 A 5 C / 2 0 7 A 3 D / PT-1 . " 8 - ' 3 1 . " 1 - ' 1 2 CMU-1 W3 m S i 0 0 7 A / 2 C PT-1 0 0 7 A / 2 D CMU-1 m S i 0 0 7 A / 2 D PT-1 PT-1 MULTIPURPOSE BUILDING BEYOND NEW 8" CMU WALL AS SCHEDULED . " 0 - ' 1 1 PAINTED METAL FASCIA 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 DECK SLAB BEYOND EXISTING CONCRETE COLUMN AND BEAM BAND AT DOOR SURROUNDS 6 FT TALL ORNAMENTAL STEEL WIRE FENCE SEE LANDSCAPE PROVIDE HASP LOCK WITH PAD LOCKS ON EACH SIDE OF FENCE AT BOTTOM 1 5/8" SOAP CMU CONCRETE WALL BEYOND FINISH GRADE, REF. CIVIL PAINTED RECTANGULAR WIRE SECURITY MESH AS SPECIFIED RAIN GARDEN, SEE LANDSCAPE C1 MULTI-PURPOSE & LOWER LEVEL - SOUTH ELEVATION A301 1/8" = 1'-0" C4 MULTI-PURPOSE - SOUTH ELEVATION A301 1/8" = 1'-0" 4 0 3 A / 1 D 8 0 7 A / 1 D NEW METAL PANEL ROOF TO MATCH EXISTING SIZE MP-1 MP-1 MP-1 EXISTING CAST IN PLACE STAIR WITH NEW STEEL GALVANIZED RAILS . " 2 - ' 9 PT-6 PT-1 PT-6 PT-1 PT-6 EXISTING FINISH GRADE, REF. CIVIL EXISTING CONCRETE WALLS TO RECEIVE NEW SEALER/COATING PER MANUFACTURER'S RECOMMENDATIONS PT-6 003 PT-6 001 " 8 - ' 7 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 WALL LIGHT FIXTURE AS SCHEDULED, REF. ELECTRICAL . " 0 - ' 1 1 NEW 8" CMU WALL AS SCHEDULED INTAKE LOUVER, REF. MECHANICAL EXISTING FINISH GRADE, REF. CIVIL DOOR AND FRAME AS SCHEDULED LIGHT POLE, REF. ELECTRICAL ALUM STOREFRONT SEE WINDOW SCHEDULE AND GLAZING TYPES 4 0 3 A / 1 D 1 0 7 A 1 C / 1 0 7 A 2 C / . " 0 1 - ' 3 1 W4 101 CMU-1 103 PAINTED METAL FASCIA PT-1 8" CMU BLOCK AS SCHEDULED 6 FT TALL NON- CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 8 FT TALL ORNAMENTAL STEEL WIRE GATE . " 0 - ' 1 1 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. A706 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE, REF. LANDSCAPE 109 FINISH GRADE, REF. CIVIL D2 LOWER LEVEL - WEST ELEVATION A301 1/8" = 1'-0" D4 MULTI-PURPOSE - WEST ELEVATION A301 1/8" = 1'-0" A B C i s n e v G n i t s u A _ 1 3 0 0 2 \ s t n e m u c o D \ n w a h s \ s r e s U \ : C D t v r . m o c . k o m n o m r a m @ n o c a b _ 2 2 v _ k r a P M A 3 3 : 0 3 : 1 1 2 2 0 2 / 9 2 / 7 S N E V G I I I I Y T L C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 c 2022 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn AF Checked SB, HM Date 05/09/2022 Project No. 20031 Revisions SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A301 SP-2021-0460C07/28/20228 of 10201 2 3 4 5 EXISTING ROOF EXISTING SCREEN PANEL TO BE PAINTED EXISTING STEEL COLUMN TO BE PAINTED ENTRY GATE TO MEN'S CHANGING AND RESTROOM . " 6 - ' 5 1 . " 8 - ' 2 1 8" CMU BLOCK AS SCHEDULED PRE-FINISHED METAL FASCIA ALUM STOREFRONT DOOR AND FRAME SEE DOOR SCHEDULE AND WINDOW TYPES 4 0 7 A 1 C / PT-1 EXISTING STONE VENEER WALL WITH NEW MORTAR CAP NEW 8 FT TALL ENTRY GATE, REF. D1/A406 ALUM STOREFRONT SEE WINDOW SCHEDULE AND GLAZING TYPES PT-1 118B 114 CMU-1 115 W5 EXISTING SCREEN PANEL TO BE PAINTED EXISTING STEEL COLUMN TO BE PAINTED EXISTING STONE VENEER WALL WITH NEW MORTAR CAP . " 8 - ' 2 1 " 0 - ' 9 PT-1 CMU-1 EXISTING ROOF PRE-FINISHED METAL FASCIA NEW 8 FT TALL ENTRY GATE, REF. D1/A406 8" CMU BLOCK AS SCHEDULED 8 FT TALL NON-CLIMBABLE ORNAMENTAL STEEL WIRE FENCE PANEL, SEE LANDSCAPE 6 FT TALL FENCE AT MECHANICAL UNIT, REF. LANDSCAPE EXISTING DOWNSPOUT TO BE PAINTED B1 MEN'S CHANGING AND RESTROOM - SOUTH ELEVATION B4 MEN'S CHANGING AND RESTROOM - WEST ELEVATION A302 1/8" = 1'-0" A302 1/8" = 1'-0" EXISTING SCREEN PANEL TO BE PAINTED EXISTING STEEL COLUMN TO BE PAINTED EXISTING STONE VENEER WALL WITH NEW MORTAR CAP . " 8 - ' 2 1 EXISTING DOWNSPOUT TO BE PAINTED " 0 - ' 9 EXISTING ROOF PRE-FINISHED METAL FASCIA PT-1 NEW 8 FT TALL ENTRY GATE, REF. D1/A406 KNOX BOX, COORDINATE LOCATION WITH ARCHITECT EXISTING ROOF PRE-FINISHED METAL FASCIA 8" CMU BLOCK AS SCHEDULED NEW 8 FT TALL ENTRY GATE, REF. D1/A406 CMU-1 FEC EXISTING SCREEN PANEL TO BE PAINTED EXISTING STEEL COLUMN TO BE PAINTED EXISTING STONE VENEER WALL WITH NEW MORTAR CAP PT-1 . " 8 - ' 2 1 " 0 - ' 9 EXISTING DOWNSPOUT TO BE PAINTED C1 WOMEN'S CHANGING AND RESTROOM - EAST ELEVATION C4 WOMEN'S CHANGING AND RESTROOM - WEST ELEVATION A302 1/8" = 1'-0" A302 1/8" = 1'-0" PT-1 PRE-FINISHED METAL FASCIA PT-1 EXISTING ROOF EXISTING STEEL COLUMN TO BE PAINTED EXISTING STONE VENEER WALL WITH NEW MORTAR CAP 8" CMU BLOCK AS SCHEDULED . " 7 - ' 5 1 . " 8 - ' 2 1 CMU-1 CMU-1 CMU-1 111 110 118A EXISTING SCREEN PANELS TO BE PAINTED 8 FT TALL FENCE PANEL FOR SECURITY 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE BEYOND, REF. A706 EXISTING ROOF EXISTING STEEL COLUMN TO BE PAINTED EXISTING STONE VENEER WALL WITH NEW MORTAR CAP ALUM STOREFRONT DOOR AND FRAME SEE DOOR SCHEDULE AND WINDOW TYPES NEW ORNAMENTAL GATES AS SCHEDULED 6 FT TALL NON-CLIMBABLE, ORNAMENTAL STEEL WIRE FENCE BEYOND, SEE LANDSCAPE 10 FT TALL FENCE PANEL FOR SECURITY, REF. LANDSCAPE EXISTING DOWNSPOUT TO BE PAINTED EXISTING STEEL COLUMN TO BE PAINTED EXISTING SCREEN PANEL TO BE PAINTED PRE-FINISHED METAL FASCIA NEW 8 FT TALL ENTRY GATE, REF. D1/A406 . " 0 1 - ' 5 1 . " 8 - ' 2 1 118 KNOX BOX, COORDINATE LOCATION WITH ARCHITECT D1 WOMEN'S CHANGING AND RESTROOM - NORTH ELEVATION D4 WOMEN'S CHANGING AND RESTROOM - SOUTH ELEVATION A302 1/8" = 1'-0" A302 1/8" = 1'-0" S N E V G I I I I Y T L C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 c 2022 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn AF Checked SB, HM Date 05/09/2022 Project No. 20031 Revisions SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A302 A B C i s n e v G n i t s u A _ 1 3 0 0 2 \ s t n e m u c o D \ n w a h s \ s r e s U \ : C D t v r . m o c . k o m n o m r a m @ n o c a b _ 2 2 v _ k r a P M A 0 0 : 2 2 : 1 1 2 2 0 2 / 9 2 / 7 SP-2021-0460C07/28/20229 of 10201 2 3 4 5 L O C L O C L O C L O C L O C L O C L O C L O C L O C O H E L O C O H E L O C L O C O H E X O H E X O H E X X O H E X X O H E X O H E O H E O H E O H E L O C L O C L O C O H E L O C L O C LOC LOC LOC X X X X X X X X C O L C O L W C O L C O L W W W X X V H S S H V V H S V H S S H V X X X X X O H E W W X X X W A D A D S D S D S DN W W X X X X X X X X X X X X L O C LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC X W W W W W W W W W X X X X X X X X X X X X X X X X W W A A D A D A W W R T SD W SD W SD W SD W SD W SD W S H V V H S SHV SD SD SD SD SD SD SD SD SD SD R T SHV X V H S X S H V W X S H V V H S X X ADA W R T W LOC C L O C O L L O C C O L LOC LOC L O C L O C LOC LOC LOC V H S S H V S D D S D S S D D S S D D S S D D S D S S D S D X S D X X X X X X SD SD SD SD X X SD SD SD S D S D S D SHV SHV W S H V W HR1 W W W S H V SHV W W S H V W W W W W W W W W W N A V V E V E LOC C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L X X X X X X X M LOC X X X X X X X WW WW X X WW X X X WW LOC LOC LOC LOC LOC LOC LOC X SD SD W W W W WW X X S H V S H V S H V SHV S H V S H V V H S SHV S H V WW WW LOC LOC LOC LOC WW LOC WW LOC WW LOC WW WW LOC LOC WW LOC LOC WW LOC WW LOC LOC 2 2 0 2 / 1 1 / 8 0 Y T I L I C A F C T A U Q A I I I K R A P T C R T S D K R A P S N E V G I 1 2 7 8 7 X T , I N T S U A , T E E R T S H T 2 1 T S A E 1 1 8 3 c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked Date OPP MAM 08/11/2022 Project No. 20031 Revisions SHEET TITLE LANDSCAPE PLAN Austin Office Ph: 512-476-2090 San Antonio Ph: 210-492-4550 L101 SPC-2021-0460C SHEET __ OF __34 32 SHEET NO. A B C l y D n o o C n i t s u A _ 1 3 0 0 2 \ s t n e m u c o D \ s k e a \ s r e s U l \ : C t v r . Y 2 F U N s e r o l f a _ 2 2 v _ k r a P M P 2 5 : 5 2 : 1 1 2 0 2 / 3 1 / 9 10 of 1020