20221207-003: SP-2021-0091C Oltorf Site Plan variance packet 1 of 3

Environmental Commission – Dec. 7, 2022

20221207-003: SP-2021-0091C Oltorf Site Plan variance packet 1 of 3 — original pdf

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ITEM FOR ENVIRONMENTAL COMMISSION AGENDA COMMISSION MEETING DATE: 12/7/2022 NAME & NUMBER OF PROJECT: NAME OF APPLICANT OR ORGANIZATION: Oltorf Site Plan (SP-2021-0091C) Oltorf Site Plan (Jim Wittliff) LOCATION: 4544 E Oltorf, Austin, Texas 78741 COUNCIL DISTRICT: 3 ENVIRONMENTAL REVIEW STAFF: Tunde Daramola, Environmental Review Specialist Senior, DSD, 512-974-6316, Babatunde.Daramola@austintexas.gov WATERSHED: REQUEST: STAFF RECOMMENDATION: STAFF CONDITIONS: Country Club West Watershed, Suburban, Desired Development Zone Variance request is as follows: Request to vary from LDC 25-8-301 to allow driveways on slopes over 15%. Request to vary from LDC 25-8-341 to allow cut over 4 feet up to 8 feet. Request to vary from LDC 25-8-342 to allow fill over 4 feet up to 20.5 feet. Staff recommends this variance, having determined the findings of fact to have been met.   Provide 8 additional trees at 3 caliper inches. Provide structural containment of fill with retaining walls. Development Services Department Staff Recommendations Concerning Required Findings Project Name: Ordinance Standard: Watershed Protection Ordinance Variance Request: Oltorf Site Plan To allow driveways on slopes over 15% per LDC 25-8-301 Include an explanation with each applicable finding of fact. A. Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: 1. The requirement will deprive the applicant of a privilege available to owners of similarly situated property with approximately contemporaneous development subject to similar code requirements. Yes. The variance will not be providing a special privilege to the applicant. The proposed buildings are similar in size to similarly situated property. Because the property is also subject to Austin’s Commercial Design Standards Ordinance, 40% of the roadway frontage along East Oltorf is required to have building frontage adjacent to the right of way, therefore, the only available driveway access from Oltorf must cross existing slopes which are steeper than 15% gradient 2. The variance: a) Is not necessitated by the scale, layout, construction method, or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; Yes. Existing site conditions and accessibility regulations require the only available driveway access from Oltorf to cross existing slopes that exceed 15% gradient. b) Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property; Yes. The site is being graded and redesigned as efficiently as possible in accordance with code requirement to provide the required access slopes to minimize the amount of variance required. c) Does not create a significant probability of harmful environmental consequences. Yes. The variance does not create a significant probability of harmful environmental consequences. Building elevations and site grading were designed to comply with federal ADA accessibility regulations and effective stormwater drainage runoff was provided. Environmental protective measures will be taken coupled with variance conditions. 3. Development with the variance will result in water quality that is at least equal to the water quality achievable without the variance. Yes. The project is served by a detention pond and a rain garden. The development is compliant with current code. B. The Land Use Commission may grant a variance from a requirement of Section 25-8-422 (Water Supply Suburban Water Quality Transition Zone), Section 25-8-452 (Water Supply Rural Water Quality Transition Zone), Section 25-8-482 (Barton Springs Zone Water Quality Transition Zone), Section 25-8-368 (Restrictions on Development Impacting Lake Austin, Lady Bird Lake, and Lake Walter E. Long), or Article 7, Division 1 ( Critical Water Quality Zone Restrictions ), after determining that:: 1. The criteria for granting a variance in Subsection (A) are met; 2. 3. N/A N/A N/A The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. Staff Determination: Staff determines that the findings of fact have been met. Staff recommends the following conditions per approved exhibits:   Provide 8 additional trees at 3 caliper inches. Provide structural containment of fill with retaining walls. Environmental Reviewer (DSD) Tunde Daramola Environmental Review Manager (DSD) _____________________________ Mike McDougal Deputy Environmental Officer (WPD) _____________________________ Liz Johnston Date 11/16/2022 Date 11/16/ /2022 Date 11/16/2022 Development Services Department Staff Recommendations Concerning Required Findings Project Name: Ordinance Standard: Watershed Protection Ordinance Variance Request: Oltorf Site Plan To allow fill exceeding 4 feet up to 20.5 feet per LDC 25-8- 342 Include an explanation with each applicable finding of fact. A. Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: 1. The requirement will deprive the applicant of a privilege available to owners of similarly situated property with approximately contemporaneous development subject to similar code requirements. Yes. The variance will not be providing a special privilege to the applicant. The proposed buildings are similar in size to similarly situated property. The site is also required to meet ADA accessibility regulations and consolidate all drainage flow into an on-site detention pond and water quality facility. There are drainage requirements mandating stormwater releases from the detention pond to flow into the storm sewer pipes along East Oltorf. In order to facilitate this type of drainage which will require stormwater releases from detention ponds to flow into the storm sewer pipes along East Oltorf, grading within the detention/water quality area will have cut up to 8 feet and fill up to 20.5 feet. Prior projects in this area had a similar situation. A prime example is Crossroad Logistics Center Additions, SP-2021-0169D. A Land Use Commission variance was granted to LDC 25-8-342 to allow fill up to 17 feet. 2. The variance: a) Is not necessitated by the scale, layout, construction method, or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; Yes. Existing site conditions, accessibility and drainage regulations necessitate additional grading for fulfilling the requirements of two access points and consolidating drainage flow. b) c) Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property. Yes. The site is being graded as efficiently as possible to provide the required access slopes to minimize the amount of variance required. Does not create a significant probability of harmful environmental consequences. The variance does not create a significant probability of harmful Yes. environmental consequences. The variance is a minimum deviation from code to allow for reasonable use of the property. Fill will be minimized and structurally contained with retaining walls. 3. Development with the variance will result in water quality that is at least equal to the water quality achievable without the variance. Yes. The project is served by a detention pond and a rain garden. The development is compliant with current code. B. The Land Use Commission may grant a variance from a requirement of Section 25-8-422 (Water Supply Suburban Water Quality Transition Zone), Section 25-8-452 (Water Supply Rural Water Quality Transition Zone), Section 25-8-482 (Barton Springs Zone Water Quality Transition Zone), Section 25-8-368 (Restrictions on Development Impacting Lake Austin, Lady Bird Lake, and Lake Walter E. Long), or Article 7, Division 1 ( Critical Water Quality Zone Restrictions ), after determining that:: 1. The criteria for granting a variance in Subsection (A) are met; 2. 3. N/A N/A N/A The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. Staff Determination: Staff determines that the findings of fact have been met. Staff recommends the following conditions per approved exhibits:   Provide 8 additional trees at 3 caliper inches. Provide structural containment of fill with retaining walls. Environmental Reviewer (DSD) Tunde Daramola Environmental Review Manager (DSD) _____________________________ Mike McDougal Deputy Environmental Officer (WPD) _____________________________ Liz Johnston Date 11/16/2022 Date 11/16/ /2022 Date 11/16/2022 Development Services Department Staff Recommendations Concerning Required Findings Project Name: Ordinance Standard: Watershed Protection Ordinance Variance Request: Oltorf Site Plan To allow cut exceeding 4 feet up to 8 feet per LDC 25-8-341 Include an explanation with each applicable finding of fact. A. Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: 1. The requirement will deprive the applicant of a privilege available to owners of similarly situated property with approximately contemporaneous development subject to similar code requirements. Yes. The variance will not be providing a special privilege to the applicant. The proposed buildings are similar in size to similarly situated property. The site is also required to meet ADA accessibility regulations and consolidate all drainage flow into an on-site detention pond and water quality facility. In order to facilitate this type of drainage which will require stormwater releases from detention ponds to flow into the storm sewer pipes along east Oltorf, grading within the detention/water quality area will have cut up to 8 feet and fill up to 20.5 feet. Prior projects in this area had a similar situation. A prime example is Crossroad Logistics Center Additions, SP-2021-0169D. A Land Use Commission variance was granted to LDC 25-8-342 to allow fill up to 17 feet. 2. The variance: a) Is not necessitated by the scale, layout, construction method, or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; Yes. Existing site conditions, accessibility and drainage regulations necessitate additional grading for fulfilling the requirements of two access points and consolidating drainage flow. b) c) Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property. Yes. The site is being graded and redesigned as efficiently as possible to provide the required access slopes to minimize the amount of variance required. Does not create a significant probability of harmful environmental consequences. The variance does not create a significant probability of harmful Yes. environmental consequences. The variance is a minimum deviation from code to allow for reasonable use of the property. 3. Development with the variance will result in water quality that is at least equal to the water quality achievable without the variance. Yes. The project is served by a detention pond and a rain garden. The development is compliant with current code. B. The Land Use Commission may grant a variance from a requirement of Section 25-8-422 (Water Supply Suburban Water Quality Transition Zone), Section 25-8-452 (Water Supply Rural Water Quality Transition Zone), Section 25-8-482 (Barton Springs Zone Water Quality Transition Zone), Section 25-8-368 (Restrictions on Development Impacting Lake Austin, Lady Bird Lake, and Lake Walter E. Long), or Article 7, Division 1 ( Critical Water Quality Zone Restrictions ), after determining that:: 1. The criteria for granting a variance in Subsection (A) are met; 2. 3. N/A N/A N/A The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. Staff Determination: Staff determines that the findings of fact have been met. Staff recommends the following conditions per approved exhibit:   Provide 8 additional trees at 3 caliper inches. Provide structural containment of fill with retaining walls. Environmental Reviewer (DSD) Tunde Daramola Environmental Review Manager (DSD) _____________________________ Mike McDougal Deputy Environmental Officer (WPD) _____________________________ Liz Johnston Date 11/16/2022 Date 11/16/2022 Date 11/16/2022 November 1, 2022 ENVIRONMENTAL COMMISSION VARIANCE APPLICATION FORM PROJECT DESCRIPTION Applicant Contact Information Name of Applicant Street Address City State ZIP Code Work Phone E-Mail Address Jim Wittliff / Land Answers, Inc. 3606 Winfield Cove Austin, TX 78704 512-416-6611 landanswers@sbcglobal.net Variance Case Information Case Name Case Number Address or Location Environmental Reviewer Name Environmental Resource Management Reviewer Name Applicable Ordinance Watershed Name Watershed Classification Oltorf Site Plan SP-2021-0091C 4544 E Oltorf Babatunde Daramola Michael McDogal Current code Countr(cid:92) C(cid:79)u(cid:69) (cid:58)e(cid:86)t ☐Urban ☐Water Supply Rural ☐X Suburban ☐Water Supply Suburban ☐ Barton Springs Zone City of Austin | Environmental Commission Variance Application Guide 1 Edwards Aquifer Recharge Zone ☐ Barton Springs Segment ☐X Not in Edwards Aquifer Zones ☐ Northern Edwards Segment November 1, 2022 Edwards Aquifer Contributing Zone Distance to Nearest Classified Waterway ☐ Yes ☐X No 500 LF Water and Waste Water service to be provided by City of Austin Request The variance request from LDC 25-8-301, 25-8-341 and 25-8-342 which reference COA cut and fill regulations Existing 6,156 0.14 7.6 Proposed 59,242 1.36 72.7 Elevations range from 558 to 520. Slopes range from 5% to more than 25%. There is no CWQZ, WQTZ, CEF’S or floodplain on the site. 33 existing trees will be removed due to regrading; tree mitigation will be provided. The largest trees being removed are a 22” Cedar (#438), and 18” Ash (#2969) and a 15” Elm (#464). Impervious cover square footage: acreage: percentage: Provide general description of the property (slope range, elevation range, summary of vegetation / trees, summary of the geology, CWQZ, WQTZ, CEFs, floodplain, heritage trees, any other notable or outstanding characteristics of the property) City of Austin | Environmental Commission Variance Application Guide 2 November 1, 2022 Clearly indicate in what way the proposed project does not comply with current Code (include maps and exhibits) FINDINGS OF FACT Cuts and fills will exceed 4 vertical feet. Driveway is prposed over existing slopes steeper than 15% As required in LDC Section 25-8-41, in order to grant a variance the Land Use Commission must make the following findings of fact: Include an explanation with each applicable finding of fact. Project: Oltorf Site Plan Ordinance: LDC 25-8-301, 341 and 342 Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: A. 1. The requirement will deprive the applicant of a privilege available to owners of similarly situated property with approximately contemporaneous development subject to similar code requirements. • Yes. Due to the rolling topography in this area, this property is using retaining walls to provide usable site areas, just as nearly all the surrounding properties have done, including the adjacent Monaco condominiums. We are not requesting any special privileges. 2. The variance: a) Is not necessitated by the scale, layout, construction method, or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; • Yes. Because this property is subject to Austin’s Commercial Design Standards Ordinance, 40% of the roadway frontage along East Oltorf is required to have building frontage adjacent to the right-of-way; therefore, the only available driveway access from Oltorf must cross existing slopes which are steeper than 15% gradient. Because this 1.96 City of Austin | Environmental Commission Variance Application Guide 3 November 1, 2022 acre property is zoned for retail development, the site will also be required to meet ADA accessibility regulations and to consolidate all drainage flows into an on-site stormwater detention pond and water quality filtration facility. City Drainage officials are also requiring that stormwater releases from the detention pond to flow into the storm sewer pipes along East Oltorf, rather than following existing drainage outflows from the site; this requires us to grade approximately 435 square feet within the detention pond area of the site with cuts ranging between 4 and 8 feet, and to fill approximately 30,006 square feet of the site with depths of 4 to 12 feet, and to fill approximately 5,663 square feet of the site with fill to depths of 12 to 20.5 vertical feet. Significant redesigns were done in accordance with recommendations from Environmental staff, to eliminate vehicle parking spaces over original site slope gradients exceeding 15%, and to eliminate additional driveways on slopes over 15%. Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property; • Yes. Minimum Departures – Building elevations and site grading were designed to comply with Federal ADA accessibility regulations and to provide effective stormwater drainage runoff. We made every effort to minimize necessary cuts and fills on the site. Does not create a significant probability of harmful environmental consequences. • Yes. Retaining walls will be constructed along the southern and western boundaries of the site; therefore, the erosion of steep slopes will no longer be an issue. In addition, by regrading this site so all drainage flows into the proposed water quality and detention facility, we will eliminate an estimated 301,615 gallons per hour of stormwater runoff which currently causes flooding problems for the adjacent Monaco condominiums during a 100-year storm event. Our proposed retaining wall will be of similar height and scale to the several retaining walls that already exist within the Monaco development. b) c) 3. Development with the variance will result in water quality that is at least equal to the water quality achievable without the variance. • Yes. In addition to complying with all City regulations for water quality, the water quality from this project will be superior to the development of City of Austin | Environmental Commission Variance Application Guide 4 November 1, 2022 this site without the requested cut and fill variances, because the additional fills allow us to release nearly all runoff from the ponds into the City’s storm sewer system, rather than along established overland drainage channels across downstream properties, where erosion would occur. B. Additional Land Use Commission variance determinations for a requirement of Section 25-8-422 (Water Quality Transition Zone), Section 25-8-452 (Water Quality Transition Zone), Article 7, Division 1 (Critical Water Quality Zone Restrictions), or Section 25-8-368 (Restrictions on Development Impacting Lake Austin, Lady Bird Lake, and Lake Walter E. Long): 1. 2. 3. The criteria for granting a variance in Subsection (A) are met; N/A The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; N/A The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. N/A **Variance approval requires all above affirmative findings. City of Austin | Environmental Commission Variance Application Guide 5 November 1, 2022 A Exhibits for Commission Variance o Aerial photos of the site o Site photos o Aerial photos of the vicinity o Context Map—A map illustrating the subject property in relation to developments in the vicinity to include nearby major streets and waterways o Topographic Map - A topographic map is recommended if a significant grade change on the subject site exists or if there is a significant difference in grade in relation to adjacent properties. o For cut/fill variances, a plan sheet showing areas and depth of cut/fill with topographic elevations. o Site plan showing existing conditions if development exists currently on the property o Proposed Site Plan- full size electronic or at least legible 11x17 showing proposed development, include tree survey if required as part of site or subdivision plan o Environmental Map – A map that shows pertinent features including Floodplain, CWQZ, WQTZ, CEFs, Setbacks, Recharge Zone, etc. o An Environmental Resource Inventory pursuant to ECM 1.3.0 (if required by 25-8-121) o Applicant’s variance request letter City of Austin | Environmental Commission Variance Application Guide 6 ) ) B B 7 7 2 2 1 1 G G P P , , 5 5 8 8 . . L L O O V V ( ( . . E E . . U U . . P P G G N N I I T T S S I I X X E E / / ) ) 6 6 0 0 9 9 9 9 4 4 1 1 2 2 2 2 0 0 2 2 . . O O N N . . C C O O D D ( ( . . T T ) ) 6 6 0 0 9 9 M M 9 9 4 4 1 1 2 2 S S E E L L A A 2 2 0 0 2 2 . . O O C C I I R R T T N N C C . . C C E E L L O O E E D D ( ( . . D D E E T T S S M M O O S S P P E E O O S S R R A A P P G G D D E E S S O O P P O O R R P P 4 4 2 2 3 3 2 2 S ) S ) T . ) T . ) L L T T E R V I C E E R V I C E 4 S Q . F 4 S Q . F L S L S 8 . 2 8 . 2 7 7 3 . 6 3 . 6 A U N D R O M A A U N D R O M A E R S O N A E R S O N A ( A R E ( A R E 6 6 F F E - E - A A 3 ' 3 ' = = 4 4 F F 5 5 5 5 ( P ( P E E R R E E V V O O 6 ' C 6 ' C K K L L E W A E W A D S I D D S I D 8 8 2 2 C C 5 5 2 2 C C 6 6 2 2 C C 7 7 2 2 9 9 2 2 0 0 3 3 1 1 3 3 T T S S T T S S T T S S T T S S 6 6 1 1 5 5 1 1 4 4 1 1 C . N C . N O O S M T .( D S M T .( D L E L E A A R I C R I C 6 ) 6 ) 0 0 9 9 9 9 4 4 1 1 2 2 2 2 0 0 O . 2 O . 2 3 3 1 1 2 2 1 1 1 1 1 1 0 0 1 1 T T C C E E L L D E D E E E S S O O P P O O R R P P 2 2 2 2 1 1 2 2 E E C C A A P P N S N S E E O P O P 0 0 2 2 9 9 1 1 8 8 1 1 7 7 1 1 PROPOSED R.O.W C C R R U U S S H H E E D D G G T T S S ST ST ST ST R R A A N N IT IT E E T T S S T T S S D D U U M M P P S S T T E E R R 4 4 9 9 4 4 8 8 G E N E R A L R E T A I L S A L E S A N D S E R V I C E S G E N E R A L R E T A I L S A L E S A N D S E R V I C E S ( C O N V E N I E N C E O R G E N E R A L ) ( C O N V E N I E N C E O R G E N E R A L ) A R E A = 6 , 0 0 0 S Q . F T . A R E A = 6 , 0 0 0 S Q . F T . F F E - 5 5 3 . 6 3 ' F F E - 5 5 3 . 6 3 ' DETENTION POND DETENTION POND N N E E D D R R A A A I N G A I N G R R 4 4 7 7 4 4 6 6 4 4 5 5 T T S S ST ST T T S S ST ST T T S S ST ST T T S S ST ST ST ST ST ST 1 2 ' C O V E R E D S I D E W A L K 1 2 ' C O V E R E D S I D E W A L K 3 9 3 9 3 8 3 8 3 7 3 7 6 6 3 3 4 2 4 2 4 1 4 1 4 0 4 0 4 4 4 4 4 3 4 3 2 2 3 3 3 3 3 3 4 4 3 3 5 5 3 3 T T S S T T S S T T S S T T S S T T S S T T S S T T S S 2 2 5 5 T T S S 3 3 T T S S T T S S 4 4 5 5 5' C O VE R E D SID E W ALK 5' C O VE R E D SID E W ALK 7' 7' C C O O V V E E R R E E 1 1 2 2 D D S S I I D D E E W W A A L L K K R R E E A A N N D D M M T T A A L L I I N N I I S S S S P P ( ( A A 5' 5' C C O O V V E E R R E E D D S S I I D D E E W W A A L L K K R R E E T T A A R R C C A A = = A A E E ( ( TI TI V V F F F F E E - - 5 5 5 5 5 5 0 0 5 5 2.5 2.5 0 0 S S 0' 0' O O F F E E A A FI FI C C Q Q .F .F C C TI TI T.) T.) E E O O V V IT IT R R Y Y ) ) T T S S T T S S 0 0 5 5 T T S S T T S S 1 1 5 5 B . R B . R 6 6 7 7 8 8 9 9 E E C C A A P P N S N S E E P P O O (cid:40) (cid:49) (cid:36) (cid:36) (cid:48) (cid:3) (cid:47) Y ) A F - W (cid:43) H T - O (cid:54) (cid:53) 0' R I G (cid:40) ( 7 (cid:46) (cid:58) (cid:44) (cid:38) (cid:40) (cid:36) (cid:54) (cid:55) (cid:3) (cid:50) (cid:47) (cid:55) ( 9 0' (cid:50) R I G (cid:53) H T - O (cid:41) (cid:3) F - W (cid:54) A Y ) (cid:55) (cid:53) (cid:40) (cid:40) (cid:55) PROPOSED R.O.W (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:39)(cid:90)(cid:75)(cid:85)(cid:86)(cid:75)(cid:80)(cid:73)(cid:3)(cid:53)(cid:78)(cid:81)(cid:82)(cid:71)(cid:3)(cid:47)(cid:67)(cid:82)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:53)(cid:78)(cid:81)(cid:82)(cid:71)(cid:3)(cid:47)(cid:67)(cid:82)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:65)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:14)(cid:3)(cid:3)(cid:48)(cid:81)(cid:88)(cid:71)(cid:79)(cid:68)(cid:71)(cid:84)(cid:3)(cid:18)(cid:22)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:20)(cid:28)(cid:21)(cid:19)(cid:3)(cid:50)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) 0 20' 40' SCALE: 1" = 20' LEGEND EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR Slopes Table Number Minimum Slope Maximum Slope Color Area (Acres) 1 2 3 0.00% 15.00% 15.00% 25.00% > 25.00% 1.2 0.1 0.2 (cid:72)(cid:91)(cid:76)(cid:86)(cid:87)(cid:76)(cid:81)(cid:74)(cid:3)(cid:86)(cid:79)(cid:82)(cid:83)(cid:72)(cid:3)(cid:80)(cid:68)(cid:83) (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) ±144 LF RETAINING WALL -S1 ±139 LF RETAINING WALL -S1 ±15 LF RETAINING WALL -S3 ±172 LF RETAINING WALL -S2 ±174 LF RETAINING WALL -S2 C R U S H E ST 8 4 5 T S D G R A ST N IT E T S 9 4 5 T S 0 5 5 D U M P S T E R T S 1 5 5 ST 4 9 4 8 4 7 4 6 4 5 3' 3' 3' G E N E R A L R E T A I L S A L E S A N D S E R V I C E S ( C O N V E N I E N C E O R G E N E R A L ) A R E A = 6 , 0 0 0 S Q . F T . F F E - 5 5 3 . 6 3 ' 550 ST ST T S ST T S ST ST T S 549 5' C O VE R E D SID E W ALK T S 3 T S 4 5 7' C O V E R E 1 2 D S I D E W A L K R E A N D M T A L I N I S S P ( A R 5' C O V E R E D S I D E W A L K T A R C E A A = 5 TI V F F E - 5 5 0 5 2.5 0 S 0' E ( O F E A FI C Q .F C TI T.) E O V IT R Y ) 1 2 ' C O V E R E D S I D E W A L K 5 5 3 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 T S T S T S 2 552 5 T S 1 5 0 5 T S T S 1 5 5 B . R T S T S 553 554 6 7 8 9 E C A P N S E P O 555 556 ±15 LF RETAINING WALL -S3 2.5' ) B 7 2 1 G P , 5 8 . L O V ( . E . U . P G S ) T . ) L T E R V I C E 4 S Q . F L S 8 . 2 7 3 . 6 A U N D R O M A E R S O N A ( A R E 6 F E - A 3 ' = 4 F 5 5 ( P 553 E R E V O 6 ' C K L E W A D S I D 8 2 C 5 2 C 6 2 C 7 2 ±141 LF RETAINING WALL -S4 N I T S I X E / ) 6 0 9 9 4 1 2 2 0 2 . O N . C O D ( . T ) 6 0 9 M 9 S 4 1 2 2 0 E L A 2 . C I R O T N C . E C L O E D ( . D E T S M O S P E O S R A P G D E S O P O R P 2 2 1 2 E C A P N S E O P 0 2 9 1 3 2 4 2 5 5 1 2 3 3 3 4 3 5 3 T S T S T S T S 6 3 T S 2 5 5 8 1 7 1 2 5 5 6 1 5 1 6 ) 0 9 9 4 1 2 2 0 O . 2 C . N O 9 2 0 3 1 3 T S T S T S 4 1 3 1 S M T .( D L E A R I C 2 1 1 1 0 1 T C E L D E E S O P O R P (cid:40) (cid:49) (cid:36) (cid:36) (cid:48) (cid:3) (cid:47) Y ) A F - W (cid:43) H T - O (cid:54) (cid:53) 0' R I G (cid:40) ( 7 (cid:46) (cid:58) (cid:44) (cid:38) ±501 LF RETAINING WALL AROUND THE DETENTION POND AND RAIN GARDEN A I N G R N E D R A 5 3 8 9 2 5 DETENTION POND 535 540 545 5 3 4 7 4 5 8 4 5 9 4 5 5 5 0 (cid:40) (cid:36) (cid:54) (cid:55) (cid:3) (cid:50) (cid:47) (cid:55) ( 9 0' (cid:50) R I G (cid:53) H T - O (cid:41) (cid:3) F - W (cid:54) A Y ) (cid:55) (cid:53) (cid:40) (cid:40) (cid:55) (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:37)(cid:87)(cid:86)(cid:3)(cid:67)(cid:80)(cid:70)(cid:3)(cid:40)(cid:75)(cid:78)(cid:78)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:46)(cid:67)(cid:91)(cid:81)(cid:87)(cid:86)(cid:19)(cid:14)(cid:3)(cid:3)(cid:48)(cid:81)(cid:88)(cid:71)(cid:79)(cid:68)(cid:71)(cid:84)(cid:3)(cid:19)(cid:19)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:19)(cid:18)(cid:28)(cid:19)(cid:21)(cid:3)(cid:35)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) 0 20' 40' SCALE: 1" = 20' LEGEND PROPERTY BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR Elevations Table Number Minimum Elevation Maximum Elevation Color Area (Acres) -8.0 4.0 8.0 12.0 16.0 -4.0 8.0 12.0 16.0 20.5 0.01 0.43 0.26 0.07 0.08 1 2 3 4 5 1 2 3 4 5 RETAINING WALL LENGTH NUMBER WALL TYPE LENGTH (FT.) RETAINING WALL-S1 RETAINING WALL-S2 RETAINING WALL-S3 RETAINING WALL-S4 RETAINING WALL- AROUND DETENTION AND RAIN GARDEN TOTAL LENGTH OF RETAINING WALLS 283 346 30 141 501 (cid:20)(cid:15)(cid:22)(cid:19)(cid:20) (cid:38)(cid:56)(cid:55)(cid:18)(cid:41)(cid:44)(cid:47)(cid:47)(cid:3)(cid:40)(cid:59)(cid:43)(cid:44)(cid:37)(cid:44)(cid:55) (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) . X A M ' 0 . 2 1 I S E R A V . X A M ' 0 . 1 1 . X A M ' 0 . 6 I S E R A V . X A M ' 0 . 7 RETAINING WALL - S1 TYPICAL 1"=2' (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:37)(cid:87)(cid:86)(cid:3)(cid:67)(cid:80)(cid:70)(cid:3)(cid:40)(cid:75)(cid:78)(cid:78)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:46)(cid:67)(cid:91)(cid:81)(cid:87)(cid:86)(cid:19)(cid:3)(cid:10)(cid:20)(cid:11)(cid:14)(cid:3)(cid:3)(cid:48)(cid:81)(cid:88)(cid:71)(cid:79)(cid:68)(cid:71)(cid:84)(cid:3)(cid:19)(cid:19)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:19)(cid:18)(cid:28)(cid:19)(cid:24)(cid:3)(cid:35)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) RETAINING WALL - S2 TYPICAL 1"=2' (cid:53)(cid:40)(cid:55)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:58)(cid:36)(cid:47)(cid:47) (cid:51)(cid:53)(cid:50)(cid:41)(cid:44)(cid:47)(cid:40)(cid:54)(cid:20)(cid:3)(cid:50)(cid:41)(cid:3)(cid:21) (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) (cid:44) (cid:54) (cid:40) (cid:53) (cid:36) (cid:57) (cid:17) (cid:59) (cid:36) (cid:48) (cid:3) (cid:10) (cid:19) (cid:17) (cid:25) (cid:20) (cid:44) (cid:54) (cid:40) (cid:53) (cid:36) (cid:57) (cid:17) (cid:59) (cid:36) (cid:48) (cid:3) (cid:10) (cid:19) (cid:17) (cid:25) (cid:20) (cid:53)(cid:40)(cid:55)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:58)(cid:36)(cid:47)(cid:47)(cid:3)(cid:16)(cid:3)(cid:54)(cid:22) (cid:55)(cid:60)(cid:51)(cid:44)(cid:38)(cid:36)(cid:47) (cid:20)(cid:5)(cid:32)(cid:21)(cid:10) (cid:53)(cid:40)(cid:55)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:58)(cid:36)(cid:47)(cid:47)(cid:3)(cid:16)(cid:3)(cid:54)(cid:23) (cid:55)(cid:60)(cid:51)(cid:44)(cid:38)(cid:36)(cid:47) (cid:20)(cid:5)(cid:32)(cid:21)(cid:10) 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(cid:53)(cid:40)(cid:55)(cid:36)(cid:44)(cid:49)(cid:44)(cid:49)(cid:42)(cid:3)(cid:58)(cid:36)(cid:47)(cid:47) (cid:51)(cid:53)(cid:50)(cid:41)(cid:44)(cid:47)(cid:40)(cid:54)(cid:3)(cid:21)(cid:3)(cid:50)(cid:41)(cid:3)(cid:21) (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) Austin, Texas, Environmental Criteria Manual APPENDIX Q-2 IMPERVIOUS COVER APPENDIX Q‐2 IMPERVIOUS COVER SUBURBAN WATERSHEDS Note: Q‐1 Tables are not required for Suburban Watersheds Impervious Cover Allowed At 80% 1.87 1.50 Acres Gross Site Area Proposed Impervious Cover Existing Impervious Cover Proposed To Remain = Proposed New Impervious Cover = Total Proposed Impervious Cover = - Acres 1.36 Acres 72.73% 1.36 Acres Allowable Impervious cover Breakdown by Slope Category Total Acreage 15-25% 0.080 X 10% = 0.008 Acres Proposed Impervious Cover on Slopes Slope Categories Acres Acres % of Category Impervious Cover Building/and other Impervious Cover 0.38 20.32% 0-15% 15-25% Over 25% 1.60 0.08 0.19 1.87 Gross Site Area 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(cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) Property Profile Geological Map with 2ft Contours Legend Property Addresses Jurisdictions (No Fill) FULL PURPOSE Jurisdictions Fill Jurisdiction FULL PURPOSE Planimetrics Survey 2 Contours Year-2021 2 Ft Contours 10 Ft Contours 10 Ft Contours Notes 0 150 300 ft 10/31/2022 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey. This product has been produced by the City of Austin for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. C R U S H E ST 8 4 5 T S D G R A ST N IT E T S 9 4 5 T S 0 5 5 D U M P S T E R T S 1 5 5 ST 4 9 4 8 4 7 4 6 4 5 550 ST ST T S ST T S A I N G R N E D R A 5 3 8 9 2 5 DETENTION POND 535 540 545 5 3 4 ST ST 549 5' C O VE R E D SID E W ALK T S T S 1 7' C O V E R E 2 3 D S I D E W A L K R E A N D M T A L I N I S S P ( A T S T S T S 4 5 5' C O V E R E D S I D E W A L K R E T A R C A = A E ( TI V F F E - 5 5 5 0 5 2.5 0 S 0' O F E A FI C Q .F C TI T.) E O V IT R Y ) T S 1 5 5 9 G E N E R A L R E T A I L S A L E S A N D S E R V I C E S ( C O N V E N I E N C E O R G E N E R A L ) A R E A = 6 , 0 0 0 S Q . F T . F F E - 5 5 3 . 6 3 ' 1 2 ' C O V E R E D S I D E W A L K 5 5 3 4 4 4 3 4 2 4 1 4 0 3 9 3 8 3 7 T S 2 552 5 T S 1 5 0 5 T S B . R T S T S 553 554 6 7 8 E C A P N S E P O 555 556 S ) T . ) L T E R V I C E 4 S Q . F L S 8 . 2 7 3 . 6 A U N D R O M A E R S O N A ( A R E 6 F E - A 3 ' = 4 F 5 5 ( P 553 E R E V O 6 ' C K L E W A D S I D 8 2 C 5 2 C 6 2 C 7 2 2 3 3 3 4 3 5 3 T S T S T S T S 6 3 T S 9 2 0 3 1 3 T S T S T S 3 1 2 1 1 1 0 1 L E A R I C T C E L D E E S O P O R P 2 5 5 8 1 7 1 2 5 5 6 1 5 1 4 1 6 ) 0 9 9 4 1 2 2 0 O . 2 C . N O S M T .( D (cid:40) (cid:49) (cid:36) (cid:36) (cid:48) (cid:3) (cid:47) Y ) A F - W (cid:43) H T - O (cid:54) (cid:53) 0' R I G (cid:40) ( 7 (cid:46) (cid:58) (cid:44) (cid:38) 7 4 5 8 4 5 9 4 5 5 5 0 (cid:40) (cid:36) (cid:54) (cid:55) (cid:3) (cid:50) (cid:47) (cid:55) ( 9 0' (cid:50) R I G (cid:53) H T - O (cid:41) (cid:3) F - W (cid:54) A Y ) (cid:55) (cid:53) (cid:40) (cid:40) (cid:55) (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:37)(cid:87)(cid:86)(cid:3)(cid:67)(cid:80)(cid:70)(cid:3)(cid:40)(cid:75)(cid:78)(cid:78)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:46)(cid:67)(cid:91)(cid:81)(cid:87)(cid:86)(cid:19)(cid:14)(cid:3)(cid:3)(cid:49)(cid:69)(cid:86)(cid:81)(cid:68)(cid:71)(cid:84)(cid:3)(cid:21)(cid:18)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:19)(cid:20)(cid:28)(cid:18)(cid:22)(cid:3)(cid:50)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) 0 20' 40' SCALE: 1" = 20' LEGEND PROPERTY BOUNDARY PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR Elevations Table Number Minimum Elevation Maximum Elevation Color Area (Acres) 1 2 3 4 5 -8.0 4.0 8.0 12.0 16.0 -4.0 8.0 12.0 16.0 20.5 0.01 0.43 0.26 0.07 0.08 ) B 7 2 1 G P , 5 8 . L O V ( . E . U . P G N I T S I X E / ) 6 0 9 9 4 1 2 2 0 2 . O N . C O D ( . T ) 6 0 9 M 9 4 1 2 2 0 S E L A 2 . O C I R T N C . E C L O D ( . E D E T S M O S P E O S R A P G D E S O P O R P 2 2 1 2 E C A P N S E O P 0 2 9 1 3 2 4 2 5 5 1 (cid:38)(cid:56)(cid:55)(cid:18)(cid:41)(cid:44)(cid:47)(cid:47)(cid:3)(cid:40)(cid:59)(cid:43)(cid:44)(cid:37)(cid:44)(cid:55) (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) TREE LIST NUMBER TYPE SIZE 43 ELM DEAD 12 REMOVED 61 ELM 14 83 ELM 16 405 ELM 10 REMOVED 434 ELM 8 438 CEDAR 22 REMOVED 455 ELM 8 464/49 ELM 15 REMOVED 468 ELM 9 REMOVED 470 ELM 10 REMOVED 471 CEDAR 8 473 ELM 11 REMOVED 476 ELM 9 REMOVED 477 ELM 9 REMOVED 478 ELM 9 REMOVED 479 ELM 9 REMOVED 480/56 ELM DEAD 8 REMOVED 481 ELM DEAD 10 REMOVED 483 ELM 13 REMOVED 484 ELM 9 486 ELM 10 487 CEDAR 11 REMOVED 489 ELM 10 REMOVED 492 ELM 13 493 ELM 9 494 ELM 10 495 ELM 9 497 ELM 8 REMOVED 2952 CEDAR 14 REMOVED 2953 ELM 9 REMOVED 2954 ELM 12 REMOVED 2955 CEDAR 8 REMOVED 2956 ELM 11 REMOVED 2957 ELM 9 REMOVED 2958 ELM 9 REMOVED 2959 ELM 11 REMOVED 2960 ELM 14 REMOVED 2961 ELM 12 REMOVED 2962 ELM 9 REMOVED 2963 ELM 8 REMOVED 2964 ELM 8 2965 ELM 8 2966 CHINABERRY 18 2967 CHINABERRY 9 2968 ASH 18 2969 ELM 8 2971 ELM 11 2972 ELM 8 REMOVED 2973 ELM 8 REMOVED 2974 ELM 10 REMOVED 2975 ELM 11 REMOVED 2976 ELM 9 5195 ELM 15 E W W E E E E W W E E E WL W L W L W L W L W L W L W L W L E E E E E E E E E E 4 9 8 0 - 5 8 W L I D " 8 E E E E E E W L E E E E E E W L E E E E E E W L E E W L E E E E E E E E E E E E E E E E E 0 20' 40' SCALE: 1" = 20' LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPERTY BOUNDARY EASEMENT 1/2" IRON REBAR FOUND (unless noted otherwise) ALUMINUM CAP FOUND 1/2" IRON REBAR W/CAP MARKED "LANDESIGN" SET PUNCH/DRILL/"X" SET ELECTRIC MANHOLE ELECTRIC METER ELECTRIC TRANSFORMER LIGHT POLE WATER METER WATER VALVE FIRE HYDRANT STORM SEWER AREA INLET CABLE TELEVISION RISER TELEPHONE JUNCTION BOX GAS METER TRAFFIC SIGNAL POLE 504 505 TR W C T CONDUIT X X X EXISTING TREE E G BURIED ELECTRIC LINE BURIED GAS LINE CLEANOUT CAP O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS OF TRAVIS COUNTY, TEXAS (cid:37)(cid:40)(cid:41)(cid:50)(cid:53)(cid:40)(cid:3)(cid:60)(cid:50)(cid:56)(cid:3)(cid:39)(cid:44)(cid:42)(cid:4) E T A D (cid:60) (cid:37) (cid:44) (cid:49) (cid:50) (cid:54) (cid:44) (cid:57) (cid:40) (cid:53) (cid:17) (cid:50) (cid:49) (cid:3) (cid:51) (cid:56) (cid:50) (cid:53) (cid:42) (cid:42) (cid:49) (cid:55) (cid:47) (cid:56) (cid:54) (cid:49) (cid:50) (cid:38) (cid:44) (cid:22) (cid:18) (cid:25) (cid:26) (cid:25) (cid:3) (cid:53) (cid:35) (cid:58) (cid:39) (cid:54) (cid:3) (cid:14) (cid:3) (cid:43) (cid:48) (cid:54) (cid:53) (cid:55) (cid:35) (cid:39) (cid:55) (cid:48) (cid:39) (cid:56) (cid:35) (cid:39) (cid:41) (cid:39) (cid:46) (cid:46) (cid:49) (cid:37) (cid:3) (cid:24) (cid:19) (cid:20) (cid:20) (cid:3) (cid:3) (cid:18) (cid:18) (cid:23) (cid:18) (cid:196) (cid:18) (cid:24) (cid:24) (cid:3) (cid:11) (cid:20) (cid:19) (cid:23) (cid:10) (cid:3) (cid:28) (cid:39) (cid:48) (cid:49) (cid:42) (cid:50) (cid:16) (cid:3) (cid:3) (cid:43) (cid:43) (cid:49) (cid:48) (cid:48) (cid:49) (cid:54) (cid:35) (cid:52) (cid:54) (cid:53) (cid:41) (cid:39) (cid:52) (cid:47) (cid:52) (cid:40) (cid:39) (cid:50) (cid:36) (cid:54) (cid:3) (cid:23) (cid:21) (cid:25) (cid:27) (cid:19) (cid:196) (cid:40) (cid:3) (cid:43) (cid:38)(cid:36)(cid:47)(cid:47)(cid:3)(cid:27)(cid:20)(cid:20) (cid:54) (cid:49) (cid:50) (cid:44) (cid:55) (cid:44) (cid:39) (cid:49) (cid:50) (cid:38) (cid:42) (cid:49) (cid:44) (cid:55) (cid:54) (cid:59) (cid:40) (cid:3) (cid:44) (cid:49) (cid:36) (cid:47) (cid:51) (cid:3) (cid:40) (cid:55) (cid:44) (cid:54) (cid:3) (cid:41) (cid:53) (cid:50) (cid:55) (cid:47) (cid:50) (cid:55) (cid:54) (cid:3) (cid:41) (cid:53) (cid:50) (cid:55) (cid:47) (cid:50) (cid:3) (cid:40) (cid:3) (cid:23) (cid:23) (cid:24) (cid:23) (cid:20) (cid:23) (cid:26) (cid:27) (cid:26) (cid:3) (cid:3) (cid:54) (cid:36) (cid:59) (cid:40) (cid:55) (cid:3) (cid:15) (cid:49) (cid:44) (cid:55) (cid:54) (cid:56) (cid:36) E E E E E E E E E E E E E E E E COA FH # 634595 E E E E E E E E E E COA WATER PLUG # 177885 E E E E E E WARNING! UNDERGROUND AND OVERHEAD UTILITIES EXIST ON AND ADJACENT TO THIS SITE. THE CONTRACTOR SHALL OBTAIN SURFACE LAYOUT OF THE BURIED UTILITIES BY FOLLOWING ALL STATE AND LOCAL CODES REGARDING THE USE OF A UTILITY LOCATION SERVICE. USING THE LAYOUT PROVIDED, THE CONTRACTOR SHALL, IN COORDINATION WITH THE UTILITY PROVIDER, UTILIZE SAFE METHODS TO EXPOSE THE EXACT LOCATION OF THE EXISTING UTILITY AT CROSSINGS AND LOCATIONS OF CLOSE PROXIMITY WITH PROPOSED UTILITIES IN ORDER TO CONFIRM THAT NO CONFLICT EXISTS WITH THE PROPOSED IMPROVEMENTS. THIS LOCATION AND CONFLICT IDENTIFICATION PROCESS DOES NOT AUTHORIZE THE REMOVAL OF ANY PROTECTIVE ELEMENTS SUCH AS CONCRETE ENCASEMENT, STEEL COVER PLATES, ETC. FROM ANY EXISTING UTILITY. IN THE EVENT A CONFLICT IS IDENTIFIED THE CONTRACTOR SHALL STOP WORK IN THAT AREA AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN ORDER TO OBTAIN DIRECTION ON HOW TO PROCEED. L W COA AIR RELEASE VALVE # 178190 L W WL WL E E E E E E E E 8 3 - 0 5 5 7 8 " D I WL W L W L L W L W (cid:10)(cid:37)(cid:20)(cid:11) (cid:10)(cid:37)(cid:20)(cid:11) E E E E W L L W L W W L W L (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:80)(cid:73)(cid:3)(cid:50)(cid:78)(cid:67)(cid:80)(cid:85)(cid:62)(cid:39)(cid:58)(cid:43)(cid:53)(cid:54)(cid:43)(cid:48)(cid:41)(cid:3)(cid:37)(cid:49)(cid:48)(cid:38)(cid:43)(cid:54)(cid:43)(cid:49)(cid:48)(cid:53)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:39)(cid:58)(cid:43)(cid:53)(cid:54)(cid:43)(cid:48)(cid:41)(cid:14)(cid:3)(cid:3)(cid:49)(cid:69)(cid:86)(cid:81)(cid:68)(cid:71)(cid:84)(cid:3)(cid:20)(cid:18)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:20)(cid:28)(cid:18)(cid:24)(cid:3)(cid:50)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:80)(cid:73)(cid:3)(cid:50)(cid:78)(cid:67)(cid:80)(cid:85)(cid:62)(cid:39)(cid:58)(cid:43)(cid:53)(cid:54)(cid:43)(cid:48)(cid:41)(cid:3)(cid:37)(cid:49)(cid:48)(cid:38)(cid:43)(cid:54)(cid:43)(cid:49)(cid:48)(cid:53)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:39)(cid:58)(cid:43)(cid:53)(cid:54)(cid:43)(cid:48)(cid:41)(cid:14)(cid:3)(cid:3)(cid:49)(cid:69)(cid:86)(cid:81)(cid:68)(cid:71)(cid:84)(cid:3)(cid:20)(cid:18)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:20)(cid:28)(cid:18)(cid:24)(cid:3)(cid:50)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) COA FH # 228911 WL (cid:10)(cid:37)(cid:19)(cid:11) (cid:10)(cid:37)(cid:19)(cid:11) WL WL WL WL WL (cid:58)(cid:44)(cid:38)(cid:46)(cid:40)(cid:53)(cid:54)(cid:43)(cid:36)(cid:48)(cid:3)(cid:47)(cid:36)(cid:49)(cid:40) (70' RIGHT-OF-WAY) WL WL EXISTING LOCATION OF BUS STOP L W L W W L COA METER # 228906 W THESE PLANS AND SPECIFICATIONS INCLUDE PROPRIETARY INFORMATION. REPRODUCTION OF THESE PLANS AND SPECIFICATIONS IS NOT AUTHORIZED WITHOUT THE WRITTEN CONSENT OF SAXON LOOMIS CONSULTING GROUP. THESE PLANS ARE COMPLETE AND ACCURATE TO THE BEST OF MY KNOWLEDGE AND IN COMPLIANCE WITH THE CITY OF AUSTIN DEVELOPMENT CODE. SITE PLAN APPROVAL FILE NUMBER (cid:54)(cid:51)(cid:16)(cid:21)(cid:19)(cid:21)(cid:20)(cid:16)(cid:19)(cid:19)(cid:28)(cid:20)(cid:38) APPROVED BY COMMISSION ON Sheet 5 of (cid:22)(cid:21) APPLICATION DATE (cid:19)(cid:22)(cid:18)(cid:21)(cid:23)(cid:18)(cid:21)(cid:19)(cid:21)(cid:20) UNDER SECTION (cid:20)(cid:20)(cid:21) OF CHAPTER (cid:21)(cid:24)(cid:16)(cid:24) OF THE CITY OF AUSTIN CODE. EXPIRATION DATE CASE MANAGER (cid:53)(cid:50)(cid:54)(cid:40)(cid:48)(cid:36)(cid:53)(cid:60)(cid:3)(cid:36)(cid:57)(cid:44)(cid:47)(cid:36) (cid:39)(cid:40)(cid:54)(cid:44)(cid:42)(cid:49)(cid:40)(cid:39)(cid:3)(cid:3)(cid:37)(cid:60)(cid:29) (cid:38)(cid:54)(cid:18)(cid:55)(cid:47) (cid:19)(cid:18)(cid:17)(cid:20)(cid:18)(cid:17)(cid:20)(cid:18)(cid:20)(cid:20) L W DIRECTOR, PLANNING AND DEVELOPMENT REVIEW DEPARTMENT RELEASED FOR GENERAL COMPLIANCE : Zoning: (cid:42)(cid:53)(cid:16)(cid:48)(cid:56)(cid:16)(cid:38)(cid:50)(cid:16)(cid:49)(cid:51) (cid:39)(cid:53)(cid:36)(cid:58)(cid:49)(cid:3)(cid:3)(cid:37)(cid:60)(cid:29) (cid:38)(cid:36)(cid:37)(cid:18)(cid:38)(cid:48)(cid:37) WL WL Rev. 1 Rev. 2 Correction 1 Correction 2 WL 83-0557 WL 8" DI WL Rev. 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 be approved prior to the Project Expiration Date. Correction 3 (cid:38)(cid:43)(cid:40)(cid:38)(cid:46)(cid:40)(cid:39)(cid:3)(cid:3)(cid:37)(cid:60)(cid:29) (cid:38)(cid:54)(cid:18)(cid:55)(cid:47) (cid:36)(cid:51)(cid:51)(cid:53)(cid:50)(cid:57)(cid:40)(cid:39)(cid:3)(cid:3)(cid:37)(cid:60)(cid:29) (cid:38)(cid:54)(cid:18)(cid:55)(cid:47) (cid:54)(cid:43)(cid:40)(cid:40)(cid:55) (cid:22)(cid:21) (cid:24) (cid:11)(cid:54)(cid:51)(cid:16)(cid:21)(cid:19)(cid:21)(cid:20)(cid:16)(cid:19)(cid:19)(cid:28)(cid:20)(cid:38)(cid:12) (cid:50)(cid:41) L W L W L W L W L W T S W W L W T S T S W W S S - 1 T 1 4 S S 2 S 4 - 9 1 T 1 S 1 7 8 0 " 3 4 R 2 C 1 4 9 8 P W W " 7 0 R T S 3 C P 8 T 3 - S 0 5 7 T 7 S 8 " P V C L W L W L W L W 8 5 - 0 0 3 1 L 2 W 4 " C S C (cid:40) (cid:36) (cid:54) (cid:55) (cid:3) W W T T S S (cid:50) (cid:47) W W T T S S ( 9 0 ' L W L W L W L W 8 5 8 L - " 0 W 0 D 3 I 1 COA FH # 177859 WL L W L W (cid:11) (cid:11) (cid:21) (cid:21) (cid:37) (cid:37) (cid:10) (cid:10) L W R I G H (cid:55) (cid:50) (cid:53) T - O W W F - (cid:41) T T S S W A Y ) (cid:3) (cid:54) T T S S S S - 1 8 " 1 1 4 R T T 2 S S 4 C P 9 7 W W 0 3 T T S S (cid:55) (cid:53) (cid:40) (cid:40) (cid:55) W W T T S S T T S S W W T T S S L W L W W W T T S S T T S S WL W L W L W L W L W L W L W L W L E E E E E E E E W L E E E E E E E E W L RETAINING WALL S3 E E 0 20' 40' SCALE: 1" = 20' LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPERTY BOUNDARY 504 505 504 505 XXX EXISTING TREE EASEMENT ST ST STORM DRAIN LINE PROPOSED STORM DRAIN MANHOLE FENCE OU OVERHEAD UTILITY LINE BOC EOP PROPOSED CURB AND GUTTER FOC PROPOSED SIDEWALK WALL ACCESSIBLE ROUTE FIRE ACCESS LANE PROPOSED FIRE HYDRANT WW PROPOSED WASTEWATER MANHOLE PARKING COUNT PROPOSED ELECTRIC METER BR PROPOSED BIKE PARKING 6' HIGH POND PERIMETER FENCE L L O O C C LOC LOC ZONING MF-2-NP LOC LOC LOC LOC LOC LOC LOC LOC E W W E LOC LOC E C C O O L L E LOC LOC L L O O C C L L O O C C L L O O C C LOC LOC Z O N I N G M F - 2 - N P Z O N I N G G R - M U - C O - N P D E T E N T I O N P O N D D E T E N T I O N P O N D S T ST ST C C R R U U S S H H T T S S E E D D ST ST S T G G R R A A T T S S N N I I T T E E T T S S RAIN GARDEN RAIN GARDEN E Z O E N I N E W Z W O C C N O O I L L N G R - Z : G M O U N M I F - N C G O : - N P - 2 C C - O O N L L P G E M F - 2 RETAINING WALL S1 - N P C C O O L L RETAINING WALL S3 C C LO LO C C LO LO C C LO LO L W L W L W L W L W L W LOC LOC ST LOC LOC W W LOC LOC LOC LOC ST LOC LOC T S W W S S - 1 1 4 2 4 9 T 7 S 0 3 1 8 " R C P W W T S L W L W L W LOC LOC ST L W LOC LOC LOC LOC ST L L O O C C L W L L O O C C C C O O L L L L O O C C L L O O C C L W D D U U M M P P S S T T E E R R T T S S 4 4 9 9 4 4 8 8 W W W W 4 4 7 7 4 4 6 6 S T S T S T S T S T S T S T S T T T S S WHEEL STOP (SEE DETAILS ON SHEET 26) S T S T W W 4 4 5 5 W W S T S T W W T T S S W W T T S S 1 8 . 0 0 ' T Y P . T T S S T T S S W W 5 ' C O V E R E D S I D E W A L K 5 ' C O V E R E D S I D E W A L K W W W W 1 1 2 2 7 7 ' ' C C O O V V E E R R E E D D S S I I D D E E W W A A L L K K 3 3 4 4 9 T Y . 0 P 0 ' . 5 5 E N T R A N C E / E X I T A A R R D D E E N N M M T T ( ( I I A A N N A A L L R R I I S S E E T T S S P P A A R R = = 5 5 A A A A C C 5 5 T T I I E E F F F F E E - - 5 5 5 5 2 2 . . 5 5 0 0 ' ' 0 0 V V ( ( 0 0 E E O O S S A A F F Q Q . . C C F F I I F F T T C C T T I I V V E E . . ) ) I I T T O O Y Y R R ) ) T T S S T T S S 50 50 ST ST ST ST B.R B.R ENTRANCE/EXIT PROVIDE 4-FT AWNING PROPOSED BIKE PARKING 6 6 7 7 8 8 9 9 OPEN SPACE OPEN SPACE 69.17' E E E E E E C C LO LO Z O NIN G C C LO LO M F - RETAINING WALL S2 2 - N P ZONING: MF-2-NP C C LO LO ZONING: GR-MU-CO-NP C C LO LO G G O O (C (C ENERAL RETAIL SALES AN ENERAL RETAIL SALES AN NVENIEN NVENIEN AREA= 6,000 S AREA= 6,000 S FFE-553.63' FFE-553.63' CE O CE O R G R G Q.FT. Q.FT. D SERVICES D SERVICES ENERAL) ENERAL) LOC LOC LOC LOC E E LOC LOC PROPOSED 3-PHASE POWER TRANSFORMER LOC LOC LOC LOC E E W W ENTRANCE/EXIT W W 12' C 12' C 44 44 43 43 42 42 OVERED SIDE OVERED SIDE W W W W ALK ALK 41 41 40 40 9.00'TYP. 39 39 WW L W 36 36 L W 38 38 37 37 T 1 Y 8.0 P. 0' ST ST 51 51 ST ST 52 52 ST ST ST ST ST ST ST ST L W ST ST ST ST ST ST PROPOSED 3-PHASE POWER TRANSFORMER LAUNDROMAT LAUNDROMAT (PERSONAL SERVICES) (PERSONAL SERVICES) (AREA=4678.24 SQ.FT.) (AREA=4678.24 SQ.FT.) FFE-553.63' FFE-553.63' ENTRANCE/EXIT WW 6' COVERED SIDEWALK 6' COVERED SIDEWALK 35 35 WL 34 33 32 34 33 32 WL 31 31 30 30 29 29 28 28 C C 27 27 26 26 C C 25 25 C C PROVIDE 4-FT AWNING ALONG SIDEWALK ST ST ST ST ST ST ELECTRIC METER RACK LOCATION P N - 2 - F M RETAINING G WALL S-4 N N O Z : I E E E E E E E E E E C C O O L L C C O O L L C C O O L L C C O O L L C C O O L L ) ) B B 7 7 2 2 1 1 G G P P , , 5 5 8 8 . . L L O O V V ( ( . . . . . . E E U U P P G G N N T T S S X X E E I I I I / / ) ) 6 6 0 0 9 9 9 9 4 4 1 1 2 2 2 2 0 0 2 2 . . O O N N . . C C O O D D ( ( . . I I T T M M S S E E L L A A C C R R T T C C E E L L E E D D E E S S O O P P O O R R P P E E E E C C O O L L C C O O L L C C O O L L G E ) ) 6 6 0 0 9 9 9 9 4 4 1 1 2 2 2 2 0 0 2 2 . . O O N N . . C C O O D D ( ( . . T T M M S S E E S S A A G G D D E E S S G O O P P O O R R P P E N T R A N C E / E X I T M L O C L O C W L L O C L O C W L LOC LOC L W W L W L ELECTRIC METER RACK LOCATION E E E E E 35.00' E E E E L O C L O C LOC LOC LOC LOC LOC LOC R30.00' LOC LOC WL LOC LOC WL LOC LOC WL LOC LOC WL WL LOC LOC WL LOC LOC WL LOC LOC LOC LOC LOC LOC LOC LOC WL (cid:58)(cid:44)(cid:38)(cid:46)(cid:40)(cid:53)(cid:54)(cid:43)(cid:36)(cid:48)(cid:3)(cid:47)(cid:36)(cid:49)(cid:40) (70' RIGHT-OF-WAY) PROPOSED R.O.W L W L W E M M 0 ' 0 . 0 R 3 L W W L LOC LOC 10 10 11 12 13 14 15 16 11 12 13 14 15 16 17 17 18 18 19 19 20 21 22 23 24 20 21 22 23 24 E E E PROPOSED ELECTRICAL ESMT.(DOC.NO. 2022149906) PROPOSED ELECTRICAL ESMT.(DOC.NO. 2022149906) E E E E E E E E E E OPEN SPACE OPEN SPACE E E E E E E E W LOC LOC WL W L LOC LOC L O C L O C LOC LOC LOC LOC L W WL WL WL WL WL (cid:38)(cid:50)(cid:49)(cid:54)(cid:56)(cid:47)(cid:55)(cid:44)(cid:49)(cid:42)(cid:3)(cid:42)(cid:53)(cid:50)(cid:56)(cid:51) (cid:3)(cid:20)(cid:20)(cid:19)(cid:24)(cid:3)(cid:37)(cid:49)(cid:46)(cid:46)(cid:39)(cid:41)(cid:39)(cid:3)(cid:35)(cid:56)(cid:39)(cid:48)(cid:55)(cid:39)(cid:3)(cid:35)(cid:55)(cid:53)(cid:54)(cid:43)(cid:48)(cid:14)(cid:3)(cid:54)(cid:39)(cid:58)(cid:35)(cid:53)(cid:3)(cid:25)(cid:26)(cid:25)(cid:18)(cid:22) (cid:50)(cid:42)(cid:49)(cid:48)(cid:39)(cid:28)(cid:3)(cid:10)(cid:23)(cid:19)(cid:20)(cid:11)(cid:3)(cid:24)(cid:24)(cid:18)(cid:196)(cid:18)(cid:23)(cid:18)(cid:18) (cid:40)(cid:196)(cid:19)(cid:27)(cid:25)(cid:21)(cid:23)(cid:3)(cid:54)(cid:36)(cid:50)(cid:39)(cid:3)(cid:40)(cid:43)(cid:52)(cid:47)(cid:3)(cid:52)(cid:39)(cid:41)(cid:43)(cid:53)(cid:54)(cid:52)(cid:35)(cid:54)(cid:43)(cid:49)(cid:48)(cid:3)(cid:48)(cid:49)(cid:16) (cid:54)(cid:44)(cid:55)(cid:40)(cid:3)(cid:51)(cid:47)(cid:36)(cid:49) L W L W WL L W (cid:40) (cid:36) W W T S (cid:54) L L O O C C (cid:55) (cid:3) (cid:50) (cid:47) W W T S ( 9 0 ' 3 5 . 0 0 ' W W L W L L O O C C W W C C LO LO T S R I G H (cid:55) W W (cid:50) (cid:53) T - O W W F - (cid:41) T S W A Y ) (cid:3) (cid:54) L L O O C C C C O O L L L W L L O O C C L L L W O O C C (cid:55) (cid:53) (cid:40) (cid:40) (cid:55) T S W W T S W W EXISTING 7.25' PLANTING ZONE T S L W CLEAR ZONE T S W W L W T S PROPOSED R.O.W L W W W T S T S 5 5 ' ' C C O O V V E E R R E E D D S S I I D D E E W W A A L L K K L L O O C C L W L L O O C C L L O O C C L W L L O O C C L W (cid:58)(cid:28)(cid:62)(cid:50)(cid:84)(cid:81)(cid:76)(cid:71)(cid:69)(cid:86)(cid:85)(cid:62)(cid:35)(cid:68)(cid:70)(cid:87)(cid:78)(cid:3)(cid:57)(cid:75)(cid:69)(cid:77)(cid:71)(cid:84)(cid:85)(cid:74)(cid:67)(cid:79)(cid:62)(cid:35)(cid:37)(cid:35)(cid:38)(cid:62)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:56)(cid:67)(cid:84)(cid:75)(cid:67)(cid:80)(cid:69)(cid:71)(cid:3)(cid:39)(cid:90)(cid:74)(cid:75)(cid:68)(cid:75)(cid:86)(cid:85)(cid:62)(cid:53)(cid:43)(cid:54)(cid:39)(cid:3)(cid:50)(cid:46)(cid:35)(cid:48)(cid:3)(cid:89)(cid:3)(cid:54)(cid:84)(cid:71)(cid:71)(cid:85)(cid:16)(cid:70)(cid:89)(cid:73)(cid:14)(cid:3)(cid:53)(cid:43)(cid:54)(cid:39)(cid:14)(cid:3)(cid:3)(cid:49)(cid:69)(cid:86)(cid:81)(cid:68)(cid:71)(cid:84)(cid:3)(cid:21)(cid:18)(cid:14)(cid:3)(cid:20)(cid:18)(cid:20)(cid:20)(cid:14)(cid:3)(cid:19)(cid:20)(cid:28)(cid:21)(cid:20)(cid:3)(cid:50)(cid:47)(cid:14)(cid:3)(cid:84)(cid:67)(cid:79)(cid:71)(cid:85)(cid:74)(cid:16)(cid:68)(cid:67)(cid:80)(cid:75)(cid:91)(cid:67) W L L W L W W L Property Profile CWQZ, WQTZ, Floodplain, CEF Map Legend > 15% Slope 15 - 60% Slope 60% Slope or Higher Property Jurisdictions (No Fill) FULL PURPOSE Jurisdictions Fill Jurisdiction FULL PURPOSE Environmental 2 Fully Developed Floodplain COA Fully Developed 25-Year COA Fully Developed 100-Year FEMA Floodplain 100 Year (Detailed-AE) 500 Year Environmental 3 Creek Buffers (CWQZ/WQTZ) Critical Water Quality Zone Environmental 1 Wetland Notes 0 500 1000 ft 10/31/2022 This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey. This product has been produced by the City of Austin for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness.