09 SP-2021-0463C - Colony Park District Aquatic Facility; District 1.pdf — original pdf

Approved Minutes

ZONING AND PLATTING COMMISSION SITE PLAN CONDITIONAL USE PERMIT REVIEW SHEET CASE NUMBER: SP-2021-0463C PLANNING COMMISSION DATE: 10/04/2022 1 67.33 acres Recreational facilities expansion Scott Sinn, PLA City of Austin Parks and Recreation Dept 919 W 28th ½ St Austin, TX 78705 PROJECT NAME: Colony Park District Park Aquatic Facility PROPOSED USE: ADDRESS OF APPLICATION: 7400 Loyola Lane AREA: COUNCIL DISTRICT: APPLICANT: AGENT: CASE MANAGER: Christine Barton-Holmes, CNUa, LEED AP EXISTING ZONING: P PROPOSED DEVELOPMENT: The City of Austin proposes to construct a new aquatic outdoor recreation facility, with two pools and two buildings, 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 Glenn Frey, P.E. Jose I Guerra, Inc 1701 Directors Blvd, Ste. 400 Austin, TX 78744 christine.barton-holmes@austintexas.gov Telephone: 974-2788 WATERSHED: Walnut Creek – Suburban watershed APPLICABLE WATERSHED ORDINANCE: Current/ Comprehensive watershed ordinance T.I.A.: Not Required PROJECT INFORMATION: ZONING: P MAX. BLDG. COVERAGE: * MAX. IMPERV. CVRG.: * MAX HEIGHT: * REQUIRED PARKING: NA EXIST. USE: Outdoor recreation LIMITS OF CONSTRUCTION: 4.77 acres PROPOSED BLDG. CVRG: 7,489 sf (3.6%) PROPOSED IMP. CVRG: 1.346 ac(28.2%) PROPOSED HEIGHT: 15’ (1 story) 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 two pools and two buildings, within a larger site that has an existing elementary school and 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 Walnut Creek watershed, which is a Suburban Watershed Zone. There are no known Critical Environmental Features are located within the limits of construction. Transportation: Access is available from Loyola Lane. SURROUNDING CONDITIONS: Zoning/ Land use North: PUD (Undeveloped) East: P and PUD (Undeveloped) South: SF-3, GR-CO, and SF-2 (undeveloped and single-family residential) West: P and SF-2 (undeveloped and single-family residential) Street Loyola Lane NEIGHBORHOOD ORGANIZATIONS: Austin Lost and Found Pets Friends of Northeast Austin Austin Neighborhoods Council Austin Independent School District Homeless Neighborhood Association Coloney Park Neighborhood Association Colony Park/Lakeside Community Development Corp. Sierra Club, Austin Regional Group Neighbors United for Progress Friends of Austin Neighborhoods Del Valle Community Coalition Neighborhood Empowerment Foundation SELTexas Classification Minor arterial Surfacing 72’ R.O.W. 125’ 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. SHEET NO. DRAWING NO. C000 COVER SHEET SHEET INDEX DESCRIPTION C001 AW GENERAL NOTES AND PROJECT INFORMATION C100 CIVIL GENERAL NOTES C101 OVERALL REFERENCE PLAN C200 EROSION & SEDIMENT CONTROL PLAN C201 EROSION & SEDIMENT CONTROL DETAILS CIVIL DEMOLITION PLAN SITE PLAN GRADING AND DRAINAGE REFERENCE PLAN C501 GRADING AND DRAINAGE PLAN - POOL DECK NORTH GRADING AND DRAINAGE PLAN - POOL DECK SOUTH GRADING AND DRAINAGE PLAN - SITE NORTHEAST GRADING AND DRAINAGE PLAN - SITE SOUTHEAST GRADING AND DRAINAGE PLAN - SITE SOUTH STRIPING, SIGNAGE, AND PAVING PLAN C600 PRE-DEVELOPMENT DRAINAGE MAP C601 POST-DEVELOPMENT DRAINAGE MAP OVERALL STORMWATER MANAGEMENT PLAN STORMWATER QUALITY AND DETENTION POND DETAIL STORMWATER QUALITY AND DETENTION POND DETAIL OVERALL UTILITY PLAN C701 WASTEWATER PLAN AND PROFILE WASTEWATER PLAN AND PROFILE WATER PLAN AND PROFILE CIVIL DETAILS C801 CIVIL DETAILS C810 CITY OF AUSTIN STANDARD DETAILS C811 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 A301 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS OVERALL PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE DETAILS L111 LANDSCAPE DETAILS 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 C300 C400 C500 C502 C503 C504 C505 C510 C602 C603 C604 C700 C702 C703 C800 C812 C813 C814 C815 A302 A303 A304 A305 L100 L101 L102 L110 CONSOLIDATED SITE DEVELOPMENT PLAN FOR NEW AQUATICS FACILITY COLONY PARK DISTRICT PARK 7400 COLONY LOOP DR. AUSTIN, TEXAS 78724 D RIS R R O Y M N N H JO OP DR COLONY LO PROJECT SITE S E N D E R O HILLS P K W Y L O Y O LA LA N E SITE LOCATION MAP N.T.S. OWNER: LANDSCAPE ARCHITECT: ARCHITECT: CIVIL ENGINEER: COLEMAN & ASSOCIATES 9890 SILVER MOUNTAIN DRIVE AUSTIN, TEXAS 78737 REGISTRATION NO. 974 CONTACT: JOSE PEREZ 512-660-6266 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 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 FIRE FLOW DEMAND @ 20 PSI (GPM) CONSTRUCTION CLASSIFICATION BUILDING FIRE AREA (SF) AUTOMATIC FIRE SPRINKLER TYPE 75% REDUCED FOR FLOW DEMAND @ 20 PSI FOR HAVING A SPRINKLER SYSTEM (GPM) 1,750 II-B 6,900 N/A N/A AFD FIRE HYDRANT FLOW TEST DATE 7/17/2021 AFD FIRE HYDRANT FLOW TEST LOCATION 7400 LOYOLA LN FIRE HYDRANT # 531600 HIGH-RISE NO ALTERNATIVE METHOD OF COMPLIANCE-AMOC NOT APPLICABLE REVISIONS / CORRECTIONS 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 ZONING: THIS PROPERTY IS ZONED P (PUBLIC) WATERSHED STATUS: THIS PROJECT IS WITHIN THE WALNUT CREEK WATERSHED WHICH IS CLASSIFIED AS SUBURBAN. FLOODPLAIN STATUS: PORTIONS OF THIS TRACT(S) ARE WITHIN THE BOUNDARIES OF THE 100 YEAR FLOOD PLAIN ACCORDING TO THE FEDERAL FLOOD INSURANCE ADMINISTRATION FIRM PANEL No. 48453C0470K DATED: JANUARY 06, 2016 FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS. EDWARDS AQUIFER RECHARGE ZONE: THIS SITE IS NOT OVER THE EDWARDS AQUIFER RECHARGE ZONE. 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. 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. 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: 218310501 LEGAL DESCRIPTION: ABS 4 SUR 19 BURLESON J ACR 67.3340 RELATED CASES: SPC-2017-0334C; SPC-06-0046CX SUBMITTED BY: 08/01/2022 DATE 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) 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 INDUSTRIAL WASTE AUSTIN FIRE DEPARTMENT AUSTIN WATER DATE DATE DATE DATE SP-2021-0463C 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. AUSTIN FIRE DEPARTMENT FIRE DESIGN CODES 2021 IFC WITH CITY OF AUSTIN LOCAL AMENDMENTS VARIANCE/WAIVERS: 1. AN ADMINISTRATIVE ENVIRONEMTAL VARIANCE HAS BEEN GRANTED IN ACCORDANCE WITH LDC 25-8-42(B)(6), TO ALLOW A CUT OR FILL OF NOT MORE THAN EIGHT FEET. INTENDED USE MULTI-PURPOSE ROOM/BLDG - ASSEMBLY OCCUPANCY ORIGINAL SUBMITTAL DATE: December 13, 2021 1 2 3 EXISTING TRAIL SYSTEM FULL FILTRATION RAIN GARDEN #4 FILTRATION AREA = 2,150 SF DEPTH OF SOIL MEDIUM = 2 FT SEE SHEET C604 FOR DETAILS POOL FACILITY CONNECTION TO EXISTING SITE TRAIL SYSTEM RE: 1301S-1/C814 PROPOSED (6) CLASS III BIKE RACKS RE: 710S-1/C814 6' NON-CLIMBABLE FENCE SEE LANDSCAPE FOR DETAILS EXTERIOR LIGHTING NOTE (SECTION 25-2-585): EXTERIOR LIGHTING ILLUMINATION A BUILDING ABOVE THE SECOND FLOOR IS PROHIBITED IN GO, LR, CS, OR CS-1 ZONING DISTRICTS, WHEN ADJACENT TO AN LA, RR, OR SF-1 ZONING DISTRICT (SECTION 25-2-585) LEGEND: LOC LIMITS OF CONSTRUCTION R.O.W. LINE ADA ACCESSIBLE PATH PROPOSED 18" CONCRETE SEAT WALL 2 HYBRID VEHICLE PARKING 5 SITE DATA TABLES 4 . 2 ' 3 7 9 . 3 ' L O D I N F = 5 2 O U I L F P B G 7 . 9 0 ' 7 9 . 3 ' 4 . 2 ' L 3 N O O T P E Y 6 . 5 ' R 1 2 7 . 5 ' 2 7 . 5 ' POOL DECK PROPOSED (3) BIKE RACKS LEISURE POOL 43.4' U T I- P O R F = 5 L M U F E S 0 ' O P R O M 7 . 9 2 2 6.8' 43.4' 2 6.8' 2 . 7 ' 1 O L D I N G P O U I L B 7 5 . 8 ' 0 ' 7 . 9 2 F = 5 F 7 6 . 5 ' . H ' 0 C 9 E . 4 M 2 5 L O = O F F P 4 . 2 ' 3 T I ' P 0 9 S . 7 C I 2 T 5 A F U F Q A S E C A D R G S A P N D K I N A R T A 7 S 8' P 2 9' X 1 25' FIRE LANE N A V V E V E P C P C D R A D N A T S 4 1 S E C A P S G N I K R A P 8' 1 X 9' 2 ACCESSIBLE PARKING 2 ELECTRIC VEHICLE 2 CAR POOL 1 STANDARD 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. · · · · · · · 25' FIRE LANE PROPOSED PRIVATE FIRE HYDRANT RE: C700 FULL FILTRATION RAIN GARDEN #1 FILTRATION AREA = 2,100 SF DEPTH OF SOIL MEDIUM = 2 FT SEE SHEET C603 FOR DETAILS PROPOSED 6" WASTEWATER LINE RE: C700 CRITICAL ENVIRONMENTAL SETBACK (CES) TO REMAIN UNDISTURBED 4 W W WW STM IRR W WW GAS EXISTING WATER LINE EXISTING WASTEWATER LINE (48" OR LARGER) EXISTING WASTEWATER LINE EXISTING STORM WATER LINE EXISTING UNDERGROUND ELECTRICAL EXISTING UNDERGROUND ELECTRICAL PROPOSED IRRIGATION LINE PROPOSED WATERLINE PROPOSED WASTEWATER LINE PROPOSED GAS LINE X X PROPOSED FENCING PROPOSED UNDERGROUND ELECTRICAL STM PROPOSED STORMWATER LINE PROPOSED CONCRETE PAVEMENT PROPOSED PAVERS PROPOSED RAIN GARDEN PROPOSED ASPHALT PAVEMENT EXISTING CRITICAL ENVIRONMENTAL SETBACK (CES) EXISTING WETLANDS ACCESSIBILITY 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]. WETLANDS AREA CITY OF AUSTIN LDC 25-2 SUBCHAPTER E - SECTION 2.5 - FIGURE 34 100.0' ELECTRICAL ESMT. T M PROPOSED PRIVATE FIRE HYDRANT RE: C700 PROPOSED ELECTRICAL TRANSFORMER AND METER RE: ELECTRICAL PROPOSED UNDERGROUND ELECTRICAL RE: ELECTRICAL PROPOSED GAS SERVICE BY ONE TEXAS GAS RE:MEP FULL FILTRATION RAIN GARDEN #3 FILTRATION AREA = 1,665 SF DEPTH OF SOIL MEDIUM = 2 FT SEE SHEET C604 FOR DETAILS PROPOSED ELECTRICAL SERVICE CONNECTION AT EXISTING POLE R.O.W. LINE 25' FIRE LANE 25' I D " 8 4 0 0 - 3 0 0 2 I D " 8 EXISTING 6' PUBLIC SIDEWALK EXISTING 6' PUBLIC SIDEWALK 3 6 9 7 . T N I O T W O R ' 0 2 1 PROPOSED TYPE II CONCRETE DRIVEWAY RE: 433S-2/C810 LOYOLA LANE AW INT. 7964 QUAD: P-24-1 P-25-4 LOYOLA LANE 120' R.O.W. AW INT. 7965 QUAD: P-24-1 "12 CI "48 DI "12 DI 48" DI 2014-0591 12" DI 2003-0004 1 SITE PLAN SCALE: 1" = 30' 0 15 30 60 NORTH SCALE 1" = 30' LAP POOL NO EXISTING BUILDINGS EXIST ON ADJOINING LOTS WITHIN 50 FEET OF THE SITE. FULL FILTRATION RAIN GARDEN #2 FILTRATION AREA = 2,200 SF DEPTH OF SOIL MEDIUM = 2 FT SEE SHEET C603 FOR DETAILS PROPOSED PRIVATE DOMESTIC, POOL FILL, AND FIRE LINES RE: C700 PROPOSED PRIVATE DOMESTIC, POOL FILL, AND FIRE LINE METERING AND BACKFLOW PREVENTION RE: C700 PROPOSED 6' CONCRETE SIDEWALK RE:2/C800 A B C D 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. NOT FOR CONSTRUCTION PENDING CITY PERMITTING AND REGULATORY APPROVAL. K R A P Y N O L O C 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 4 2 7 8 7 X T , I N T S U A , E N A L A L O Y O L 0 0 4 7 c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked GF GF Date 05/09/2022 Project No. 20031 20031 Revisions SHEET TITLE SITE PLAN SHEET NO. 15.0' P.U.E. W C W A-10954 V 12" P W W C V P " 2 1 4 5 9 0 1 - A 15.0' P.U.E. 1 2 0 ' R O W T O I N T . 2 9 4 3 1 C400 SP-2021-0463C SHEET __ OF __42 08 1 2 3 13 12 11 10 9 8 7 6 4 3 2 4 5 TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING GALVANIZED WELDED WIRE MESH PANELS EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING HORIZONTAL METAL PANEL VARIOUS LENGTHS, RANDOM PATTERN (30% MP-3, 50% MEDIUM MP-1, 20% DARK MP-2) EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING GALVANIZED WELDED WIRE MESH PANELS TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING CMU-1 CMU-1 L2 CMU-1 " 0 - ' 8 W6 ENTRANCE 001 CMU-1 L1 CMU-1 " 0 - ' 8 PT-1 PT-1 PT-1 BREEZEWAY PT-1 PT-1 . " 0 - ' 6 1 ARCHITECTURAL LOUVER WALL WITH HORIZONTAL BLADES AS SPECIFIED FOUNDATION WALL, REF. STRUCTURAL KNOX BOX MP-1 MP-2 MP-3 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE DOUBLE GATE ALUMINUM STOREFRONT WINDOW 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING ARCHITECTURAL LOUVER WALL WITH HORIZONTAL BLADES AS SPECIFIED 5 1 . " 0 - ' 5 1 1 2 3 4 5 6 7 8 9 10 11 12 13 GALVANIZED WELDED WIRE MESH PANELS HORIZONTAL METAL PANEL (MP-4) HORIZONTAL METAL PANEL (MP-4) TPO ROOF SYSTEM ALUMINUM STOREFRONT WINDOW HORIZONTAL METAL PANEL (MP-4) PT-1 PT-1 PT-1 PT-1 . " 0 - ' 5 1 " 0 - ' 8 CMU-1 115 CMU-1 MP-4 CMU-1 MP-4 MP-4 CMU-1 ENTRANCE 001 W6 110 109 " 0 - ' 8 CMU-1 PT-1 " 2 / 1 0 - ' 6 1 BREEZEWAY B1 WEST ELEVATION A301 1/8" = 1'-0" RINSE STATION, REF. PLUMBING CMU-1 DOOR AND FRAME AS SCHEDULED WELDED METAL LOCKERS COLOR TO MATCH ADJACENT METAL PANEL 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE DOUBLE GATE MP-1 MP-2 MP-3 ALUMINUM STOREFRONT DOOR AND FRAME HORIZONTAL METAL PANEL VARIOUS LENGTHS, RANDOM PATTERN (30% MP-3, 50% MEDIUM MP-1, 20% DARK MP-2) CMU-1 DRINKING FOUNTAIN, REF. PLUMBING WELDED METAL LOCKERS COLOR TO MATCH ADJACENT METAL PANEL G F E E F G GALVANIZED WELDED WIRE MESH PANELS MP-4 PT-1 CMU-1 TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING . " 0 - ' 5 1 CMU-1 YARD PRE-FINISHED PIPE ROOF DOWNSPOUT RINSE STATION, REF. PLUMBING PRE-FINISHED SCUPPER AND DOWNSPOUT 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING CMU-1 LIGHT FIXTURE AS SCHEDULED GALVANIZED HANDRAILS @ CONCRETE STAIRS " 0 - ' 1 1 8 FT TALL ORNAMENTAL STEEL FENCE WITH 8 FT WIDE GATE . " 0 - ' 8 1 105 " 6 - ' 8 " 0 - ' 8 " 0 - ' 3 A1 EAST ELEVATION A301 1/8" = 1'-0" 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING LIGHT AS SCHEDULED, CENTER ON DOOR " 0 - ' 1 1 DOOR AND FRAME AS SCHEDULED CONCRETE SIDEWALK TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING GALVANIZED WELDED WIRE MESH PANELS RINSE STATION, REF. PLUMBING MAINTENANCE GATE, REF. LANDSCAPE . " 0 - ' 5 1 " 1 PRE-FINISHED PIPE ROOF DOWNSPOUT 8 FT TALL ORNAMENTAL STEEL FENCE WITH 8 FT WIDE GATE GALVANIZED HANDRAILS @ CONCRETE STAIRS YARD BEYOND 008 GALVANIZED WELDED WIRE MESH PANELS PT-1 CMU-1 C5 A301 C3 SOUTH ELEVATION A301 1/8" = 1'-0" TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING . " 0 - ' 8 1 LIGHT FIXTURE AS SCHEDULED 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING 34" TALL, 1 1/2" GALVANIZED HANDRAILS @ CONCRETE STAIRS CONCRETE STAIRS, REF. STRUCTURAL REF. CIVIL FOR ELEVATION 42" TALL, 1 1/2" GAVANIZED GUARDRAIL AT LANDING 2" MID RAIL BOTTOM RAIL 1" CONTINUOUS EXPANSION JOINT, REF. STRUCTURAL CORE POSTS INTO CONCRETE, TYPICAL 4" 4'-2 1/2" 4" CLEAR BTW RAILS 5'-0" STAIR WIDTH C5 SOUTH STAIR ELEVATION A301 1/4" = 1'-0" EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING . " 0 - ' 6 1 8" CMU WALL AS CHEDULED, REF. STRUCTURAL FOR REINFORCING PT-1 CMU-1 C2 NORTH ELEVATION A301 1/8" = 1'-0" TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING GALVANIZED WELDED WIRE MESH PANELS BEYOND G F E E F G " 9 - ' 3 " 2 / 1 0 - ' 8 PT-1 002 MP-1 MP-3 MP-2 8 FT TALL ORNAMENTAL STEEL FENCE AND 4 FT WIDE GATE BIKE RACKS BEYOND PT-1 W5 " 0 - ' 8 CMU-1 ALUMINUM STOREFRONT WINDOW TPO ROOF SYSTEM EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING . " 0 - ' 6 1 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING HORIZONTAL METAL PANEL VARIOUS LENGTHS, RANDOM PATTERN (30% MP-3, 50% MEDIUM MP-1, 20% DARK MP-2) GALVANIZED WELDED WIRE MESH PANELS " 9 - ' 3 " 0 - ' 8 PT-1 CMU-1 TRANSLUCENT ROOF PANELS OVER EXPOSED STEEL WITH HIGH PERFORMANCE COATING EXPOSED STEEL COLUMN WITH HIGH PERFORMANCE COATING . " 0 - ' 6 1 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING 8 FT TALL ORNAMENTAL STEEL WIRE FENCE D2 NORTH ELEVATION @ BREEZEWAY A301 1/8" = 1'-0" D3 SOUTH ELEVATION @ BREEZEWAY A301 1/8" = 1'-0" N I D E T A T S S M R E T E H T O T S E E R G A T N E P C E R I I . E H T Y L N O S E S O P R U P N O T A M R O F N I I R O F S I I I I D N A Y T L B A L F O E S A E L E R “ ’ S K O M N O M R A M I C N O R T C E L E F O E S U R O F N O T A C F N M E D N I I I I I I I Y T L B S N O P S E R L L A S E M U S S A D N A ” S E L F I O T S E E R G A O S L A T N E P C E R E H T I I . E S U T I R O F I N O T A M R O F N I I S H T E R A H S R O D R A W R O F T O N I E H T T U O H T W Y T R A P R E H T O Y N A H T W I . K O M N O M R A M F O T N E S N O C N E T T R W I 2 2 0 2 / 2 1 / 7 0 N O D E T T M S N A R T I O T D E D V O R P I , T N E M U C O D S H T I , O C T N L F I , U R U L L A R E E H D U S , L A V O R P P A Y R O T A L U G E R R O F T O N . I N O T C U R T S N O C R O G N T T M R E P I I 7 7 4 3 2 : I I N O T A R T S G E R S A X E T , N O C A B N W A H S K R A P Y N O L O C 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 4 2 7 8 7 X T , I N T S U A , E N A L A L O Y O L 0 0 4 7 c 2022 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn NBZ, AF, JB Checked SB, HM Date 05/09/2022 Project No. 20031 Revisions SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A301 A B C D t v r . l m o c . k o m n o m r a m @ n o c a b _ 2 2 v _ k r a P y n o o C 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 M A 4 0 : 4 1 : 1 1 2 2 0 2 / 8 2 / 7 JULY 28, 2022SPC-2021-0463C1 2 3 4 5 A B C D 14 15 16 16 15 14 TPO ROOF SYSTEM BLACK ANODIZED ALUMINUM STOREFRONT PT-1 . " 4 - ' 0 2 INSULATED METAL PANEL COLOR TO MATCH STOREFRONT FOUNDATION WALL, REF. STRUCTURAL FINISH GRADE, REF. CIVIL W3 CMU-1 B1 SOUTHEAST ELEVATION A302 1/8" = 1'-0" MP-6 . " 0 - ' 6 1 CMU-1 HORIZONTAL METAL PANEL (MP-6) 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE 108 GALVANIZED HANDRAILS @ CONCRETE STAIRS 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING POOL DECK . " 8 - ' 4 1 PT-1 TPO ROOF SYSTEM PT-1 WALL LIGHT FIXTURE AS SCHEDULED 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING GALVANIZED HANDRAILS @ CONCRETE STAIRS BLACK ANODIZED ALUMINUM STOREFRONT INSULATED METAL PANEL COLOR TO MATCH STOREFRONT . " 6 - ' 8 1 MAINTENANCE BAND, REF. LANDSCAPE MP-6 108 CMU-1 YARD CMU-1 CMU-1 W2 CMU-1 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE B3 SOUTHWEST ELEVATION A302 1/8" = 1'-0" B4 NORTHEAST ELEVATION A302 1/8" = 1'-0" D C B A TPO ROOF SYSTEM HORIZONTAL METAL PANEL (MP-6) 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING . " 8 - ' 4 1 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE VENDING BY OTHERS, REF. ELECTRICAL FOR POWER DOOR AND FRAME AS SCHEDULED RINSE STATION, REF. PLUMBING LIGHT FIXTURE AS SCHEDULED HORIZONTAL METAL PANEL (MP-6) TPO ROOF SYSTEM 8" CMU WALL AS SCHEDULED, REF. STRUCTURAL FOR REINFORCING PT-1 MP-6 MP-6 VENDING BY OTHERS, REF. ELECTRICAL FOR POWER 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE LIGHT FIXTURE AS SCHEDULED HORIZONTAL METAL PANEL (MP-6) VENDING BY OTHERS, REF. ELECTRICAL FOR POWER 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE . " 0 - ' 4 1 MP-6 PT-1 8" CMU WALL, REF. STRUCTURAL FOR REINFORCING CMU-1 8" CMU CURB 104 CMU-2 107 CMU-1 CMU-2 107 " 0 - ' 8 CMU-1 101A W1 101B CMU-1 " 0 - ' 8 C1 NORTH ELEVATION A302 1/8" = 1'-0" C3 NORTHWEST ELEVATION A302 1/8" = 1'-0" 8 FT TALL ORNAMENTAL STEEL WIRE FENCE WITH 8 FT WIDE GATE TPO ROOF SYSTEM BLACK ANODIZED ALUMINUM STOREFRONT . " 2 - ' 5 1 INSULATED METAL PANEL COLOR TO MATCH STOREFRONT FINISH GRADE, REF. CIVIL A B C D t v r . l m o c . k o m n o m r a m @ n o c a b _ 2 2 v _ k r a P y n o o C 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 M A 5 0 : 2 2 : 1 1 2 2 0 2 / 8 2 / 7 N I D E T A T S S M R E T E H T O T S E E R G A T N E P C E R I I . E H T Y L N O S E S O P R U P N O T A M R O F N I I R O F S I I I I D N A Y T L B A L F O E S A E L E R “ ’ S K O M N O M R A M I C N O R T C E L E F O E S U R O F N O T A C F N M E D N I I I I I I I Y T L B S N O P S E R L L A S E M U S S A D N A ” S E L F I O T S E E R G A O S L A T N E P C E R E H T I I . E S U T I R O F I N O T A M R O F N I I S H T E R A H S R O D R A W R O F T O N I E H T T U O H T W Y T R A P R E H T O Y N A H T W I . K O M N O M R A M F O T N E S N O C N E T T R W I 2 2 0 2 / 2 1 / 7 0 N O D E T T M S N A R T I O T D E D V O R P I , T N E M U C O D S H T I , O C T N L F I , U R U L L A R E E H D U S , L A V O R P P A Y R O T A L U G E R R O F T O N . I N O T C U R T S N O C R O G N T T M R E P I I 7 7 4 3 2 : I I N O T A R T S G E R S A X E T , N O C A B N W A H S K R A P Y N O L O C 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 4 2 7 8 7 X T , I N T S U A , E N A L A L O Y O L 0 0 4 7 c 2022 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn NBZ, AF Checked SB, HM Date 05/09/2022 Project No. 20031 Revisions SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A302 JULY 28, 2022SPC-2021-0463C1 2 4 5 L O C L O C 514 5 1 5 516 517 5 1 8 519 520 521 522 5 2 3 524 525 526 C O L C O L L O C 522 521 520 519 L O C 517 518 519 520 521 522 523 524 X X 526 X X X X X 525 X 527 L O C 524 523 L O C 5 2 2 4 3 5 5 2 5 6 2 5 5 2 1 5 2 2 L O C 5 2 7 5 2 6 L O C 3 N A V V E V E P C P C 0 3 5 5 3 0 5 2 6 5 2 6 5 2 9 X X L O C 5 2 9 5 2 8 5 2 7 527 L O C 5 3 0 5 2 9 5 2 8 5 2 7 L O C 7 2 5 5 2 7 5 2 8 5 2 9 7 2 5 8 2 5 9 2 5 L O C 5 3 1 L O C 531 531 530 530 530 2 8 5 L O C 530 L O C 530 529 2 8 5 8 2 5 5 2 9 L O C 7 2 5 6 2 5 8 2 5 6 2 5 7 2 5 529 5 2 9 529 5 2 8 5 2 9 528 T R 5 2 8 5 2 7 5 2 7 5 2 8 L O C 529 L O C C O L C O L 7 2 5 5 2 8 5 2 8 C LO 6 2 5 LOC LOC 5 2 7 527 526 LOC 6 2 5 7 2 5 6 2 5 7 2 5 526 527 526 527 5 2 5 524 2 1 5 5 2 3 5 2 1 5 2 7 2 52 8 2 5 A D A 528 R T 527 8 5 2 A D A A D A 527 5 2 6 5 2 4 LOC LOC 525 525 524 5 2 4 5 2 2 523 522 2 2 5 23 5 23 5 2 52 5 2 0 5 1 9 5 1 8 5 1 7 5 1 6 5 1 5 4 1 5 LOC 51 5 5 1 4 5 1 3 5 1 2 5 1 3 5 1 2 5 1 1 5 1 1 5 1 0 5 0 9 LOC LOC LOC LOC 5 2 7 X X X C O L C O L 0 2 5 1 2 5 9 1 5 9 1 5 0 2 5 C O L 1 52 22 5 523 524 525 526 X 527 X 2 2 5 X C O L 2 2 5 2 2 5 5 2 2 5 2 1 C O L C L O C L O 2 2 5 2 2 5 2 2 5 2 2 5 1 2 5 0 2 5 1 2 5 2 2 5 3 2 5 4 2 5 7 2 5 5 2 5 6 2 5 5 2 7 5 2 6 5 2 5 X 5 2 4 5 2 3 X 5 2 2 5 2 1 5 2 0 519 518 X 0 2 5 X X X 5 1 8 8 1 5 518 X 5 1 8 5 1 9 519 5 1 8 9 1 5 511 510 517 515 510 527 526 526 526 526 X X X 0 2 5 1 2 5 9 1 5 5 2 2 524 5 2 5 5 2 5 C L O C L O L O C L O C 517 9 0 5 L O C 5 16 15 5 514 513 12 5 5 1 1 511 5 1 5 L O C 4 1 5 3 1 5 C O L 2 1 5 0 1 5 1 1 5 8 0 5 9 0 5 2 5 2 2 1 5 0 2 5 5 1 9 18 5 518 517 6 1 5 8 1 5 5 2 0 5 1 8 5 1 9 520 519 517 516 517 5 1 8 5 1 7 5 1 6 5 1 5 514 5 19 7 1 5 518 518 519 515 517 516 515 514 513 512 5 1 1 5 26 5 2 5 52 4 5 23 5 22 5 2 1 X X 5 2 0 5 1 8 5 19 519 520 9 1 5 0 2 5 520 5 2 0 5 1 0 2 1 5 5 1 3 5 1 6 8 1 5 515 5 1 7 4 1 5 5 1 5 2 1 5 5 1 4 6 1 5 7 1 5 9 1 5 5 1 8 9 1 5 T M 5 0 9 5 1 0 512 5 1 4 5 1 5 1 2 5 0 2 5 519 520 524 5 2 3 2 2 5 525 3 2 5 1 2 5 2 2 5 520 518 517 516 515 514 507 5 0 8 L O C 5 0 7 L O C 5 1 0 8 0 5 9 0 5 0 1 5 1 1 5 L O C L O C 507 L O C L O Y O LA LA N E LOC LOC LOC LOC LOC L O C L O C L O C 2 2 5 5 2 0 519 5 18 517 516 5 15 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 L O C L O C L O C LO C L O C L O C LO C LO C L O C L O C L O C L O C LO C LO C L O C L O C L O C C O L L O C L O C 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 2 2 0 2 / 1 0 / 8 0 I I K R A P T C R T S D K R A P Y N O L O C 4 2 7 8 7 X T , I N T S U A , . R D P O O L Y N O L O C 1 0 2 7 I I I Y T L C A F C T A U Q A W E N c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked Date JAP MAM 08/01/2022 Project No. 20031 Revisions L O C LO 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 L O C LO C SHEET TITLE OVERALL PLAN Austin Office Ph: 512-476-2090 San Antonio Ph: 210-492-4550 L100 SPC-2021-0463C SHEET __ OF __42 37 42 SHEET NO. 1 2 3 4 5 PUD PUD C O L O N Y L O O P D R . PUD A B C D SF-2 OVERTON ELEMENTARY SCHOOL CONSTRUCTED UNDER SP-06-0046CX TURNER ROBERTS REC CENTER CONSTRUCTED UNDER SP-06-0046CX P FEMA 500-YR FLOOD PLAIN AND COA 100-YR FLOOD PLAIN WATERWAY CENTERLINE CWQZ (100' OFFSET FROM CENTERLINE) [LDC 25-8-92(B)(1) WQTZ (100' OFFSET FROM CWQZ) COLONY PARK DISTRICT PARK MULTI-USE PARK AND CONCRETE TRAIL CONSTRUCTED UNDER SPC-2017-0334C SF-2 ABS 4 SUR 19 BURLESON J ACR 67.3340 P PUD SUBJECT PROPERTY BOUNDARY PROPOSED ±4.77 ACRES COA COLONY POOL FACILITY THIS PERMIT CRITICAL ENVIRONMENTAL SETBACK (CES) WETLANDS . R D P O O L Y N O L O C LOYOLA LANE LOYOLA LANE SF-3 SF-3 SF-2 MF-2 LEGEND: SUBJECT PROPERTY BOUNDARY LIMITS OF CONSTRUCTION THIS PERMIT PUD ZONING 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. GENERAL SITE INFORMATION LOCATION: 7400 COLONY LOOP DR PARCEL ID: 0218310501 GRID: MP25 ZONING : P ZONING CASES: C14-03-0010 ZONING OVERLAYS: ADU APPROXIMATE AREA OF REDUCED PARKING/HAZARDOUS PIPELINES OVERLAY:KOCH/ WILDLAND URBAN INTERFACE: PRXIMITY CLASS - WITHIN 150 FT OF A WILDLAND AREA NEIGHBORHOOD RESTRICTED PARKING AREAS: COLONY PARK NEIGHBORHOOD ASSN. WATERSHED: WALNUT CREEK CLASSIFICATION: SUBURBAN CREEK BUFFER: CWQZ EROSION HAZARD REVIEW BUFFER: YES NOT FOR CONSTRUCTION PENDING CITY PERMITTING AND REGULATORY APPROVAL. K R A P Y N O L O C I I Y T L I C A F C T A U Q A K R A P T C R T S D I I 4 2 7 8 7 X T , I N T S U A , E N A L A L O Y O L 0 0 4 7 c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked GF GF Date 05/09/2022 Project No. 20031 20031 Revisions SHEET TITLE OVERALL REFERENCE PLAN OVERALL REFERENCE PLAN 1 SCALE: 1" = 150' 0 75 150 300 NORTH SCALE 1" = 150' C101 SP-2021-0463C SHEET __ OF __42 04 SHEET NO.