20260401-003, SP-2024-0381C.SH Rundberg Multifamily Applicant Packet Part 1

Environmental Commission – April 1, 2026

20260401-003, SP-2024-0381C.SH Rundberg Multifamily Applicant Packet Part 1 — original pdf

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February 4, 2026 ENVIRONMENTAL COMMISSION VARIANCE APPLICATION FORM PROJECT DESCRIPTION Applicant Contact Information Name of Applicant Street Address City State ZIP Code Work Phone E-Mail Address Sydney Barre 4700 Mueller Blvd, Suite 300 Austin, Texas 78723 512-669-5560 Sydney.Barre@wginc.com Variance Case Information Case Name Case Number Address or Location Environmental Reviewer Name Environmental Resource Management Reviewer Name Applicable Ordinance Rundberg Multifamily SP-2024-0381C.SH 204 E. Rundberg Lane David Michael John Clement LDC 25-8-261 (G) and LDC LDC 25-8-263(C)(3) Watershed Name Little Walnut Creek Watershed Classification X Urban ☐ Suburban ☐ Water Supply Suburban ☐Water Supply Rural ☐ Barton Springs Zone City of Austin | Environmental Commission Variance Application Guide 1 February 4, 2026 Edwards Aquifer Recharge Zone ☐ Barton Springs Segment ☐ Northern Edwards Segment X Not in Edwards Aquifer Zones Edwards Aquifer Contributing Zone Distance to Nearest Classified Waterway ☐ Yes X No The centerline of Little Walnut Creek is located north of the subject property and clips the property boundary at the northeast corner of the parcel according to COA GIS. Water and Waste Water service to be provided by Austin Water Utility (AWU) Request 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) The variance request is as follows (Cite code references: Floodplain modification in the COA fully developed floodplain and CWQZ (LDC 25-8- 261(G)) and floodplain modification outside of the CWQZ with a FAFH score of good (LDC 25-8-263(C)(3)). Existing ____0____ ____0____ ____0____ Proposed ____185,173 SF__ _____4.251 ac___ ____65.01%_____ The proposed development for the site is a 199-unit affordable multifamily development located at 204 E. Rundberg Lane. The total site area is +/- 6.54 acres and is currently undeveloped. The existing topography ranges from roughly 688 to 664 and there is one heritage tree located on site that is being preserved. There are primary Cedar and Hackberry trees located on site that are being preserved where feasible for development. There are no CEFs identified on the project site. While there is no FEMA delineated floodplain on site, there is City of Austin 25-yr and 100-yr full developed floodplain that crosses the northern border of the site due to the offsite contributing area greater than 64 acres immediately upstream. The offsite contributing area is routed along the northern border of the site and conveyed to existing box culverts under North Creek Drive. There is a portion of CWQZ that clips the northeast corner of the property boundary of the site. City of Austin | Environmental Commission Variance Application Guide 2 February 4, 2026 Clearly indicate in what way the proposed project does not comply with current Code (include maps and exhibits) FINDINGS OF FACT The project proposes modifications within the floodplain and CWQZ and the floodplain has a FAFH score of good. 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: Ordinance: 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 Based on the existing topography on site and the existing drainage channels that traverse the site, the floodplain and setbacks that are generated limit the available developable areas. In order to generate buildable areas on site it is necessary to modify the floodplain, by adding fill within the existing floodplain and provide mitigation plantings in this area. The proposed fill modifies the floodplain, so the stormwater is contained within a closer proximity to the drainage channel and is able to be contained within a proposed drainage easement. 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 City of Austin | Environmental Commission Variance Application Guide 3 February 4, 2026 Rundberg Multifamily is a SMART Housing and Affordability Unlocked multifamily residential development that is designed generally preserve the natural drainage patterns and follow existing topography. The water quality and detention basins are strategically located within natural low areas to maintain the existing drainage patterns and outfall to the lowest point on site. The project provides additional mitigation plantings within the floodplain, both inside and outside of the CWQZ, to enhance ecological function in addition to contributing to the city’s mitigation fund. This variance reflects over a year of close coordination and guidance with city staff, and all design decisions have been made with the requirements and intent of the city code in mind. b) Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property; Yes Rundberg Multifamily has been designed to minimally deviate from the code to allow for maximum preservation of the CWQZ and floodplain areas. The site layout considered the buffer areas and minimized improvements within them to only the fill of the floodplain which will provide a more defined floodplain within the drainage channel. This deviation allows development of the site providing affordable residential units to north Austin and improves the health and safety of the area with the more defined floodplain. Diverse mitigation plantings are also provided to enhance the floodplain. c) Does not create a significant probability of harmful environmental consequences. Yes All contributing drainage basins from this site receive necessary water quality treatment prior to entering the drainage channel which helps promote a healthy floodplain. The cut and fill proposed within this site’s floodplain boundary are designed to minimize impacts to all upstream and downstream properties, and the proposed design provides mitigation plantings that will restore the environmental area and strive to improve the conditions that exist on site. 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 proposed design preserves the natural drainage patterns by providing water quality and detention ponds along the northern portion of the site. Regardless of this floodplain City of Austin | Environmental Commission Variance Application Guide 4 February 4, 2026 variance application, with the site constraints and site configuration, there is limited space for the large volume of water quality needed so water quality treatment is proposed within an underground partial sedimentation-filtration pond. The proposed landscape plan includes trees and plantings throughout the site helping to provide a nature-focused experience for residents. All design decisions have been made with the requirements and intent of the city environmental code in mind. 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. The criteria for granting a variance in Subsection (A) are met; Yes There is no Water Quality Transition Zone located on the property, and it does not impact Lake Austin, Lady Bird Lake, or Lake Walter E. Long. 2. The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; Yes Modification in the CWQZ and City of Austin floodplain are required to be able to make reasonable use of the property allowing for the affordable multifamily development. There is no Water Quality Transition Zone located on the property, and it does not impact Lake Austin, Lady Bird Lake, or Lake Walter E. Long. 3. The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. Yes The proposed site plan was laid out with the CWQZ and floodplain in mind. Design considerations were made to be able to preserve natural areas to the full extent possible while still allowing for reasonable use of the entire property. **Variance approval requires all above affirmative findings. City of Austin | Environmental Commission Variance Application Guide 5 February 4, 2026 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 Property Profile Aerial Photo Legend Property Street Labels Appraisal Districts TCAD Parcels 0 450 900 ft 12/9/2025 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. Notes Photo#: 1 Date Taken: 2/28/2024 Description: Typical view of the central portion of subject property showing the dirt paths. Photo#: 2 Date Taken: 2/28/2024 Description: View of drainage culvert to northwest of the subject property Photo Log PE 202402082 SITE PHOTOS Photo#: 3 Date Taken: 2/28/2024 Description: View to east of culvert toward drainage path showing erosion due to stormwater flow Photo#: 4 Date Taken: 2/28/2024 Description: View of channel east of the culvert Photo Log PE 202402082 Photo#: 5 Date Taken: 2/28/2024 Description: View of water transported trash and debris on the north adjoining property. The bed and bank of the stream channel was not evident in this area. Photo#: 6 Date Taken: 2/28/2024 Description: View of stream bed which reappeared north of the northeast corner of the subject property. Exposed roots and large boulders are visible along the bank. Photo Log PE 202402082 Photo#: 7 Date Taken: 2/28/2024 Description: View of stream bed crossing the northeast corner of the subject property. Photo#: 8 Date Taken: 2/28/2024 Description: View of erosion and bank failure along the stream behind the adjoining single-family homes on the east adjoining properties. A small amount of water has ponded in this section of the stream bed only. Photo Log PE 202402082 Property Profile Context Map Legend Property Street Labels Jurisdiction Boundary FULL PURPOSE LIMITED PURPOSE EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION EXTRATERRITORIAL JURISDICTION 2 MILE ETJ AGRICULTURAL AGREEMENT OTHER CITY LIMITS OTHER CITY LIMITS OTHER CITIES ETJ OTHER CITIES ETJ Appraisal Districts TCAD Parcels Environmental Features Creek Centerlines Notes 0 500 1000 ft 11/26/2025 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. G F E D C B A GEORGIAN DR. (55' R.O.W.- ASPHALT) AUSTIN I.S.D. ACCESS EASEMENT DOC. #2012171476 SD SD ACCESS EASEMENT AGREEMENT CALLED 0.576 OF AN ACRE DOC. #2011163882 ACCESS EASEMENT AGREEMENT CALLED 0.576 OF AN ACRE DOC. #2011163882 N27°35'34"E 779.67' L=124.52' R=1675.88' D=4°15'25" T=62.29' CHORD=N59°41'44"W 124.49' NORTH DR. (50' R.O.W.- ASPHALT) . N L G R E B D N U R . E ) T L A H P S A - S E I R A V . . W O R ( . DELINEATED PRE-DEVELOPMENT ATLAS 14 25-YR FLOODPLAIN DELINEATED PRE-DEVELOPMENT ATLAS 14 100-YR FLOODPLAIN 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 FLOODPLAIN DRAINAGE EASEMENT DOC. NO. 2013003944 ' 0 0 . 3 7 3 ' E " 1 2 2 3 ° 2 6 S S27°23'09"W 179.02' ' 7 0 . 0 5 ' W " 9 0 1 0 ° 2 6 N 5' P.U.E. VOL. 47, PG. 13 S27°27'58"W 609.63' 5' P.U.E. VOL. 47, PG. 13 37.5' DRAINAGE ESMT. VOL. 47, PG. 13 NORTH CREEK DR. (40' R.O.W.- ASPHALT) ' 8 5 . 0 0 2 ' W " 6 5 1 5 ° 1 6 N ) 7 8 7 1 . G P , 7 6 0 5 . L O V ( 5 4 3 2 1 0 0 1 C \ g w d . L L A R E V O - S N O I T I D N O C G N I T S I X E - 1 0 0 . 0 4 . 3 1 3 0 \ s t h S - 0 2 \ D A C - 0 1 \ L I V I C \ m a f m g r e b d n u r g c e 0 0 . 3 2 5 0 1 \ 0 0 5 0 1 \ s t c e j o r P \ a t a d \ m o c . i g w \ \ : G N I W A R D M A 7 3 : 0 1 6 2 / 1 1 / 5 2 0 2 : E T A D T O L P e r r a B y e n d y S : Y B D E T T O L P M P 8 2 : 3 4 0 / 1 1 / 5 2 0 2 : D E V A S R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 3 2 7 8 7 , S A X E T , N I T S U A , 0 0 3 E T I U S , D V L B R E L L E U M 0 0 7 4 LEGEND BOUNDARY / RIGHT OF WAY LIMITS OF SURVEY. REF. NOTE #2 CURB / EDGE OF PAVEMENT CONTOUR (GRADE) ELEVATIONS SHEET METAL FENCE WROUGHT IRON FENCE WOOD FENCE CHAIN-LINK FENCE WATER LINE WASTEWATER LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELECOM GAS LINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE 100-YR FLOOD PLAIN - ATLAS 14 500-YR FLOOD PLAIN - COA ADA ACCESSIBLE ROUTE UTILITY / LIGHT POLE POLE MOUNTED TRANSFORMER GUY WIRE ELECTRIC / TELECOM RISER ELECTRIC / TELECOM MANHOLE TELECOM PULL-BOX CLEAN-OUT WASTEWATER MANHOLE STORM DRAIN MANHOLE / INLET ROD / NAIL FOUND OR SET SIGN WATER METER VAULT WATER VALVE FIRE HYDRANT 1 2 CRITICAL ROOT ZONE TREE W/ TAG NUMBER CROSS HATCH INDICATES HERITAGE TREE 5 8 0 5 1 - F : O N M R I F 0 6 5 5 . 9 6 6 . 2 1 5 OVERALL SHEET NOTE: THIS SHEET IS FOR REFERENCE ONLY. SEE EXISTING CONDITIONS SHEETS A AND B FOR MORE DETAILED INFORMATION. LEGAL DESCRIPTION: 6.5432 ACRES, 24.2458 ACRE TRACT OUT OF THE JOHN APPLEGATE SURVEY NO.58, ABSTRACT NO. 29, SAVE AND EXCEPT A 17.702 ACRE TRACT OF LAND IN THE JOHN APPLEGATE SURVEY NO. 58, ABSTRACT NO. 29 IN TRAVIS COUNTY DEED RECORDS ON AUGUST 19, 2011. BEARING BASIS: COORDINATES AND BEARINGS ARE BASED UPON THE TEXAS COORDINATE SYSTEM, CENTRAL ZONE 4203, NORTH AMERICAN DATUM OF 1983 (NAD 83), 2011 ADJUSTMENT, EPOCH 2010.00. FLOODPLAIN NOTE: THIS PROPERTY LIES IN UNSHADED ZONE "X", AS DELINEATED ON THE FLOOD INSURANCE RATE MAP FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48453C0455J, MAP DATED JANUARY 6, 2016. LAND USE SUMMARY: GR-MU-V-NP ZONING: MULTIFAMILY PROPOSED SITE USE: GROSS ACREAGE: 6.444 AC. LIMITS OF CONSTRUCTION: 6.892 AC. RECHARGE ZONE: THIS PROJECT IS NOT LOCATED WITHIN THE EDWARDS AQUIFER TRANSITION ZONE. WATERSHED: THIS PROJECT IS LOCATED IN THE LITTLE WALNUT CREEK WATERSHED (CLASSIFICATION: URBAN). NOTES: 1. EXISTING CONDITIONS SURVEY PREPARED BY SUMMIT GEOMATICS, INC. ON MARCH 12, 2024. 2. AREAS OUTSIDE THE "LIMITS OF SURVEY" WERE PREPARED WITHOUT THE BENEFIT OF A DESIGN SURVEY. ALL EXISTING IMPROVEMENTS AND TOPOGRAPHIC ELEVATIONS OUTSIDE THE "LIMITS OF SURVEY" WERE LOCATED USING RECORD CITY MAPS, GIS INFORMATION AND PHOTOGRAPHS. LOCATIONS OF EXISTING UTILITIES, SOME OF WHICH MAY NOT BE SHOWN, COULD IMPACT CONSTRUCTION MEANS AND METHODS. INITIAL SUBMITTAL 10/23/2024 Y L I M A F I T L U M G R E B D N U R . N L G R E B D N U R . E 4 0 2 3 5 7 8 7 S A X E T , Y T N U O C S I V A R T , N I T S U A F O Y T I C S N O I T I D N O C G N I T S I X E L L A R E V O 3. ONLY VISIBLE IMPROVEMENTS & UTILITIES WERE PROVIDED FROM CITY APPROVAL STAMP SURVEY (THE SURVEYOR/ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES). LOCATIONS OF EXISTING UTILITIES, SOME OF WHICH MAY NOT BE SHOWN, COULD IMPACT CONSTRUCTION MEANS AND METHODS. CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO BID & CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. THE CONTRACTOR TO CONTACT THE "ONE CALL" SYSTEM @ 811, OR THE OWNER OF EACH INDIVIDUAL UTILITY FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS. 4. THE SIZE AND LOCATION OF UTILITY STRUCTURES, (IF SHOWN), MAY BE EXAGGERATED FOR GRAPHICAL CLARITY. THE SURVEY SHOWS FIELD MEASURED SIZES AND DEPTHS AS OBSERVED FROM GROUND LEVEL OPENINGS. 5. REFERENCE COVER SHEET FOR ADDITIONAL SITE INFORMATION. 6. LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLANS. SHEET C100 06 OF 58 SP-2024-0381C.SH G F E D C B A G F E D C B A NO. SIZE TYPE (BOLES) NO. SIZE TYPE (BOLES) NO. SIZE TYPE (BOLES) NO. SIZE TYPE (BOLES) NO. SIZE TYPE (BOLES) 9 16 13" BOX ELDER 8" CEDAR ELM 137 10" CEDAR ELM 200 9" HACKBERRY 501 17" CEDAR ELM (H) 502 24" CEDAR ELM (P) 503 19" AMERICAN ELM 504 18" CEDAR ELM 505 11" CEDAR ELM (P) 506 19" CEDAR ELM 507 12" CHINABERRY (8-8") 508 8" HACKBERRY 509 14" HACKBERRY 510 9" HACKBERRY 511 8" HACKBERRY 512 14" HACKBERRY (10-8") 513 8" HACKBERRY 514 515 9" HACKBERRY 16" CEDAR ELM 516 12" CEDAR 517 16" CEDAR 518 12" CEDAR (P) 519 19" LIGUSTRUM TREE (10-8-6-3") (P) 520 22" LIGUSTRUM TREE (8-6-6-6-5-2-2") (P) 521 24" LIGUSTRUM TREE (9-9-8-8-3") 522 17" CEDAR ELM 523 8" HACKBERRY 524 14" HACKBERRY 525 9" HACKBERRY 526 8" HACKBERRY 527 8" HACKBERRY 528 9" HACKBERRY 529 8" HACKBERRY 530 8" CEDAR ELM 531 14" HACKBERRY (9-9") 532 16" HACKBERRY (11-10") 533 13" HACKBERRY 534 8" CEDAR ELM 535 12" HACKBERRY (8-8") 536 9" HACKBERRY 537 8" HACKBERRY 538 10" CEDAR ELM 539 9" CEDAR ELM 540 8" CEDAR ELM 541 8" CEDAR 542 8" CEDAR 543 9" CEDAR 544 11" CEDAR 545 9" CEDAR 546 8" CEDAR 547 9" CEDAR 548 8" CEDAR 549 9" CEDAR 550 10" CEDAR 551 10" CEDAR (P) 552 24" CEDAR (11-6-5-5-5-4") (P) 553 20" CEDAR (8-7-7-5-4") 554 8" CEDAR ELM (P) 555 19" HACKBERRY (11-7-7") 556 9" HACKBERRY 557 8" HACKBERRY 558 9" CEDAR ELM 559 15" HACKBERRY (10-9") 560 11" HACKBERRY 561 8" HACKBERRY 562 10" HACKBERRY 563 8" CEDAR (P) 564 27" CEDAR (10-10-8-8-7") 565 17" CEDAR (10-7-7") 566 11" CEDAR 567 15" CEDAR (11-7") (P) 568 23" CEDAR (8-8-7-7-7") 569 12" CEDAR 570 18" CEDAR (13-9") (P) 571 25" CEDAR (11-10-10-7") 572 9" CEDAR (P) 573 21" CEDAR (13-8-8") (P) 574 29" CEDAR (12-12-11-10") (P) 575 20" CEDAR (10-8-6-5") (P) 576 21" CEDAR (12-7-5-5") 577 13" CEDAR 578 11" CEDAR 579 8" CEDAR 580 8" CEDAR 581 8" CEDAR 582 8" CEDAR (P) 583 25" CEDAR (12-10-9-7") 584 9" CEDAR 585 9" CEDAR 586 12" CEDAR (9-6") 587 8" CEDAR 588 17" CEDAR (9-6-5-4") 589 10" CEDAR 590 11" CEDAR (8-6") 591 12" CEDAR 592 8" CEDAR 593 9" CEDAR 594 9" CEDAR 595 8" CEDAR 596 8" CEDAR 597 9" HACKBERRY 598 9" CEDAR 599 9" CEDAR 600 8" CEDAR 701 8" HACKBERRY 702 9" HACKBERRY (P) 703 19" CEDAR ELM (P) 704 19" CEDAR ELM (P) 705 21" BOX ELDER 706 8" BOX ELDER 707 9" CEDAR ELM 708 10" HACKBERRY 709 9" HACKBERRY 710 10" CEDAR ELM 711 12" HACKBERRY 712 12" HACKBERRY 713 16" BOX ELDER 714 715 9" CEDAR ELM 9" HACKBERRY 716 13" HACKBERRY (10-6") 717 8" HACKBERRY 718 18" CEDAR ELM (15-5") 719 14" CEDAR ELM 720 10" CEDAR ELM 721 11" CEDAR ELM 722 8" CEDAR ELM 723 8" HACKBERRY 724 9" CEDAR ELM (P) 725 19" BOX ELDER (16-5") 726 8" CEDAR ELM 727 8" CEDAR ELM 728 14" CEDAR ELM 729 8" HACKBERRY 730 8" HACKBERRY 731 8" CEDAR 732 12" CEDAR ELM 733 11" CEDAR 734 11" CEDAR 735 8" HACKBERRY 736 8" CEDAR 737 8" OAK 738 10" CEDAR 739 11" CEDAR 740 11" CEDAR 741 12" CEDAR 742 8" CEDAR 743 8" CEDAR 744 8" CEDAR ELM 745 8" HACKBERRY 746 9" HACKBERRY 747 9" CEDAR ELM 748 10" HACKBERRY 749 11" CEDAR ELM 750 11" BOX ELDER 751 10" CEDAR ELM 752 9" CEDAR ELM 753 11" CEDAR ELM 754 11" HACKBERRY 755 16" OAK 756 9" HACKBERRY 757 9" BOX ELDER 758 14" HACKBERRY 759 14" CEDAR ELM 760 9" HACKBERRY 761 15" CEDAR (9-6-6") 762 12" CEDAR 763 11" CEDAR (8-6") 764 8" CEDAR 765 10" CEDAR 766 8" CEDAR 767 8" CEDAR 768 8" HACKBERRY 769 11" BOX ELDER 770 10" BOX ELDER (P) 771 21" HACKBERRY* 772 13" HACKBERRY 773 11" HACKBERRY 774 12" HACKBERRY 775 11" HACKBERRY 776 9" HACKBERRY 777 8" HACKBERRY 778 13" HACKBERRY (9-8") 779 10" HACKBERRY 780 8" HACKBERRY 781 8" HACKBERRY 782 12" HACKBERRY 783 11" HACKBERRY 784 12" CEDAR (8-8") 785 9" CEDAR 786 11" HACKBERRY (8-6") 787 11" HACKBERRY 788 14" HACKBERRY (10-8") 789 13" HACKBERRY 790 8" HACKBERRY 791 12" HACKBERRY (P) 792 19" HACKBERRY 793 17" HACKBERRY 905 9" CEDAR 906 10" CEDAR 907 9" CEDAR 908 8" CEDAR 909 10" CEDAR 910 8" CEDAR 911 8" CEDAR 912 9" CEDAR 913 8" CEDAR 914 10" CEDAR 915 9" CEDAR 916 10" CEDAR 917 8" CEDAR 918 12" CEDAR (9-5") 919 8" CEDAR 920 9" CEDAR 921 15" CEDAR (10-6-4") 922 11" CEDAR 923 8" CEDAR 924 10" CEDAR 925 9" CEDAR 926 8" CEDAR 927 8" CEDAR 997 8" CEDAR 998 10" CEDAR 999 17" CEDAR (12-10") 928 15" CEDAR (8-7-6") 1000 10" CEDAR 929 8" CEDAR 930 9" CEDAR 931 8" CEDAR 932 13" CEDAR (10-5") 933 8" CEDAR 934 10" CEDAR 935 11" CEDAR 936 15" CEDAR (11-8") 937 14" CEDAR 938 8" CEDAR 939 14" CEDAR 940 9" CEDAR 941 9" CEDAR 942 9" CEDAR 943 9" CEDAR 944 13" HACKBERRY (10-6") 945 8" CEDAR 946 9" CEDAR 947 9" HACKBERRY 948 8" CEDAR ELM 949 13" HACKBERRY (9-7") 950 11" LIGUSTRUM TREE (8-6") 951 12" CEDAR ELM (8-8") 952 11" CEDAR ELM 953 13" CEDAR ELM 954 8" CEDAR ELM 955 8" HACKBERRY 956 9" HACKBERRY 957 8" HACKBERRY 958 8" HACKBERRY 959 8" HACKBERRY 960 10" HACKBERRY 961 8" HACKBERRY 962 8" HACKBERRY 963 9" HACKBERRY 964 8" HACKBERRY 965 9" HACKBERRY 966 9" HACKBERRY 967 8" HACKBERRY 968 9" HACKBERRY 969 16" CEDAR ELM 970 8" HACKBERRY 971 13" CEDAR ELM 972 8" HACKBERRY 973 8" HACKBERRY 974 9" HACKBERRY 975 11" CEDAR ELM (8-3-2") (P) 976 20" MULLBERRY (12-8-8") 977 18" CEDAR ELM 978 8" HACKBERRY 979 9" HACKBERRY 980 16" HACKBERRY (11-9") 981 11" CEDAR ELM 982 11" CEDAR ELM 983 10" CEDAR ELM 984 8" HACKBERRY 985 10" CEDAR ELM 986 8" CEDAR ELM 987 8" CEDAR ELM 988 9" CEDAR ELM 989 36" COTTONWOOD 990 9" CEDAR ELM 991 12" CEDAR ELM (9-6") 992 12" HACKBERRY (8-7") 993 8" CEDAR ELM (P) 994 19" AMERICAN ELM 995 9" CEDAR 996 9" CEDAR NOTES & LEGEND: TREES WERE SURVEYED ON 03/12/2024 CRITICAL ROOT ZONES (TREE CIRCLES) ARE SHOWN USING THE COA FORMULA FOR SINGLE AND MULTI TRUNK TREES. NO. DIA. TYPE BOLES 100 12" CEDAR ELM (8-7-6") TREE TO REMAIN 100 12" CEDAR ELM (8-7-6") TREE TO BE REMOVED (P) PROTECTED TREE (H) HERITAGE TREE * TREE TO REMAIN BUT MITIGATION IS PROVIDED R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 3 2 7 8 7 , S A X E T , N I T S U A , 0 0 3 E T I U S , D V L B R E L L E U M 0 0 7 4 5 8 0 5 1 - F : O N M R I F 0 6 5 5 . 9 6 6 . 2 1 5 INITIAL SUBMITTAL 10/23/2024 T S I L E E R T G N I T S I X E Y L I M A F I T L U M G R E B D N U R . N L G R E B D N U R . E 4 0 2 3 5 7 8 7 S A X E T , Y T N U O C S I V A R T , N I T S U A F O Y T I C CITY APPROVAL STAMP SHEET C103 10 OF 62 SP-2024-0381C.SH G F E D C B A 5 4 3 2 1 T S I L E E R T G N I T S I X E \ g w d . T S I L E E R T - 1 0 0 . 0 4 . 3 1 3 0 \ s t h S - 0 2 \ D A C - 0 1 \ L I V I C \ m a f m g r e b d n u r g c e 0 0 . 3 2 5 0 1 \ 0 0 5 0 1 \ s t c e j o r P \ a t a d \ m o c . i g w \ \ : G N I W A R D M P 5 5 : 4 4 1 / 1 0 / 6 2 0 2 : E T A D T O L P l z e a z n o G l i e n O : Y B D E T T O L P M P 1 3 : 4 8 0 / 1 0 / 6 2 0 2 : D E V A S 1/14/2026 G F E D C B A GEORGIAN DR. (55' R.O.W.- ASPHALT) LIMITS OF SURVEY REF. NOTE #2 ZONING: LR-MU-V-NP USE: OFFICE AW INT#4837 GRID L-30 13' STREET DEED DOC. NO.___________ 13'-0" ROW DEDICATION ' 2 5 . 4 2 1 = L ' 8 8 . 5 7 6 1 = R " 5 2 ' 5 1 ° 4 = D W " 4 4 ' ' 9 4 . 4 2 1 ' 9 2 . 2 6 = T 1 4 ° 9 5 N = D R O H C AW INT#4399 GRID L-30 EXIST. FH (102585) ' 8 5 . 0 0 2 ' W " 6 5 1 5 ° 1 6 N 13'-0" ROW DEDICATION PROP. ACCESS EASEMENT AGREEMENT DOC. #_________ AUSTIN I.S.D. FIRE LANE ACCESS EASEMENT DOC. #2012171476 FIRE LANE FIRE LANE FIRE LANE PROP. ACCESS FIRE LANE EASEMENT AGREEMENT DOC. #_________ ACCESS EASEMENT AGREEMENT CALLED 0.576 OF AN ACRE FIRE LANE DOC. #2011163882 FIRE LANE FIRE LANE FIRE LANE ZONING: SF-3-NP USE: OFFICE ' 1 8 . 5 2 FIRE LANE ' 2 8 . 3 1 ACCESS EASEMENT AGREEMENT CALLED 0.576 OF AN ACRE DOC. #2011163882 47.75' FIRE LANE E N27°35'34"E 779.67' SD FIRE LANE PROP. ACCESS EASEMENT AGREEMENT DOC. #_________ FIRE LANE FIRE LANE ' 2 . 6 1 332.65' 25' ADA ADA E 179.56' LIMITS OF SURVEY REF. NOTE #2 ' 1 0 . 2 7 CO ADA ADA ADA ADA ADA ADA ADA ADA ADA A D A A D A A D A A D A SD SD ADA ADA E N A L E R I F E N A L E R I F E N A L E R I F A D A A D A A D A A D A A D A A D A A D A A D A SD SD V F A I N R E L A N E WW F I R E L A N E CO F I R E L A N E F I R E L A N E ADA ADA L I A M N O I L L I V A P ' 4 5 . 0 8 BUILDING #1 4-STORY MULTIFAMILY 25,807 SF (COVERAGE) ADA ADA ADA POOL ' 3 7 . 9 6 2 ADA ADA ADA ADA EXIST. ZONING: SF-3-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT BUILDING #2 4-STORY MULTIFAMILY 37,862 SF (COVERAGE) ' 2 0 . 2 8 2 EXIST. ZONING: LR-V-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT ADA A D A A D A A D A A D A A D A A D A A D A E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F F I R E L A N E F I R E L A N E 25' F I R E L A N E A D A A D A CO FIRE LANE ADA ADA 70.71' FIRE LANE FIRE LANE WW CO WW WW CO CO SD FIRE LANE FIRE LANE SD ADA ADA ADA FIRE LANE FIRE LANE FIRE LANE UNDERGROUND WATER QUALITY POND FIRE LANE FIRE LANE FIRE LANE FIRE LANE S D UNDERGROUND DETENTION POND PROP. DRAINAGE EASEMENT WITH REQUIRED MAINTENANCE DOC. NO. ________ A D A A D A A D A A D A S D S D SD SD SD S D SD 37.5' DRAINAGE ESMT. VOL. 47, PG. 13 NORTH DR. (50' R.O.W.- ASPHALT) 13' STREET DEED DOC. NO.___________ 10.23' WW 74.02' FIRE LANE FIRE LANE FIRE LANE FIRE LANE SD SD SD SD FIRE LANE WW FIRE LANE WW FIRE LANE FIRE LANE ADA ADA ADA ADA ADA ADA ADA A D A WW FIRE LANE A D A ADA WW CO WW ' BFP 3 1 . 1 3 LIMITS OF SURVEY REF. NOTE #2 ZONING: LR-MU-V-NP USE: OFFICE . N L G R E B D N U R . E ) T L A H P S A - S E I R A V . . W O R ( . ) 7 8 7 1 . G P , 7 6 0 5 . L O V ( ' 5 8 . 4 6 ' 9 9 . 1 2 ' 7 0 . 0 5 ' W " 9 0 1 0 ° 2 6 N S27°23'09"W 179.02' ZONING: LR-V-NP USE: OFFICE 5' P.U.E. VOL. 47, PG. 13 ZONING: LR-V-NP USE: OFFICE ZONING: SF-3-NP USE: VACANT 182.79' BUILDING #3 4-STORY MULTIFAMILY 12,434 SF (COVERAGE) CO SD SD S27°27'58"W 609.63' 5' P.U.E. VOL. 47, PG. 13 LIMITS OF SURVEY REF. NOTE #2 NOTES: 1. ALL ITEMS ARE TO BE FURNISHED & INSTALLED BY CONTRACTOR. REFERENCE CONSTRUCTION DETAILS SHEETS FOR ADDITIONAL INFORMATION. 2. EXTERIOR LIGHTING ABOVE THE SECOND FLOOR IS PROHIBITED IN THE GO, LR, GR, CS, OR CS-1 ZONING DISTRICTS, WHEN ADJACENT TO AN SF-5 OR MORE RESTRICTIVE ZONING DISTRICT (SECTION 25-2-585). 3. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDS SUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXAS ACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ACCESSIBILITY STANDARDS. 4. ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50 [ANSI 403.3]. 5. ACCESSIBLE PARKING SPACES MUST BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1:50. [ANSI 502.5]. 6. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCESS 1:20 UNLESS DESIGNED AS A RAMP. [ANSI 403.3]. 7. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY RAMP RUN IS 30IN. THE MAXIMUM HORIZONTAL PROJECTION IS 30 FEET FOR A 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]. 8. EVERY ACCESSIBLE PARKING SPACE MUST BE IDENTIFIED BY A SIGN, CENTERED AT THE HEAD OF THE PARKING SPACE. THE SIGN MUST INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE. CHARACTERS AND SYMBOLS ON SUCH SIGNS MUST BE LOCATED 60' MINIMUM ABOVE THE GROUNDS SO THAT THEY CAN BE OBSERVED BY A VEHICLE PARKED IN THE SPACE. 9. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. [SECTION 25-2-1064]. 10. THE USE OF HIGHLY REFLECTIVE SURFACES, SUCH AS REFLECTIVE GLASS AND REFLECTIVE METAL ROOFS, WHOSE PITCH IS MORE THAN A RUN OF SEVEN (7) TO A RISE OF TWELVE (12). WILL BE PROHIBITED. [SECTION 25-2-1067]. 11. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. [SECTION 25-2-1067]. 12. VEGETATIVE SCREENING, BERMS, FENCES OR YARDS SHALL BE PROVIDED TO SCREEN ADJACENT SF-5 OR MORE RESTRICTIVE RESIDENTIAL DISTRICTS FORM VIEWS OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS, AND FOR REUSE COLLECTION [SECTION 25-2-1066]. 13. ALL SITE DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, FACE OF WALL, CENTER OF STRIPING, AND/OR PROPERTY LINE UNLESS OTHERWISE NOTED. 14.LIMITS OF CONSTRUCTION ARE SHOWN ON THE EROSION AND SEDIMENTATION CONTROL PLAN. 15. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM A PROPERTY USED OR ZONED AS SF-5 OR MORE RESTRICTIVE. [SECTION 25-2-1067). 16. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH SECTION 2.5.2.E. 17. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. 18. AUSTIN ENERGY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. AUSTIN ENERGY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 19. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENT AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 25-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 20. THE OWNER SHALL BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE PROPOSED OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 21. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. 22. ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT LANDOWNER'S/DEVELOPER'S EXPENSE. 23.STENCIL THE WORDS "FIRE ZONE/TOW-AWAY ZONE" IN WHITE LETTERS AT LEAST 3" HIGH AT 35 FOOT INTERVALS ALONG THE CURB AND THE ENTIRE CURB SHALL BE PAINTED RED TO SERVE AS THE BACKGROUND FOR THE WHITE LETTERS. SIGNS STATING "FIRE ZONE/TOW-AWAY ZONE" SHALL BE POSTED AT BOTH ENDS OF A FIRE ZONE AND AT EACH ENTRY AND EXIT POINT WHICH CONSTITUTES A PORTION OF THE FIRE ZONE OR FIRE LANE. SIGNS SHALL COMPLY WITH STANDARD CITY OF AUSTIN DETAIL 901S-6. ZONING: SF-3-NP USE: SINGLE FAMILY NORTH CREEK DR. (40' R.O.W.- ASPHALT) R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 3 2 7 8 7 , S A X E T , N I T S U A , 0 0 3 E T I U S , D V L B R E L L E U M 0 0 7 4 LEGEND BOUNDARY / RIGHT OF WAY LIMITS OF SURVEY. REF. NOTE #2 CURB / EDGE OF PAVEMENT CONTOUR (GRADE) ELEVATIONS SHEET METAL FENCE WROUGHT IRON FENCE WOOD FENCE CHAIN-LINK FENCE WATER LINE WASTEWATER LINE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TELECOM GAS LINE CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE 100-YR FLOOD PLAIN - ATLAS 14 500-YR FLOOD PLAIN - COA ADA ACCESSIBLE ROUTE UTILITY / LIGHT POLE POLE MOUNTED TRANSFORMER GUY WIRE ELECTRIC / TELECOM RISER ELECTRIC / TELECOM MANHOLE TELECOM PULL-BOX CLEAN-OUT WASTEWATER MANHOLE STORM DRAIN MANHOLE / INLET ROD / NAIL FOUND OR SET SIGN WATER METER VAULT WATER VALVE FIRE HYDRANT PARKING COUNT TREE W/ TAG NUMBER 1 2 CRITICAL ROOT ZONE SHADING INDICATES HERITAGE TREE 5 8 0 5 1 - F : O N M R I F 0 6 5 5 . 9 6 6 . 2 1 5 SD 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 FLOODPLAIN DRAIANGE EASEMENT DOC. NO. 2013003944 ' 0 0 . 3 7 3 ' E " 1 2 2 3 ° 2 6 S ZONING: SF-3-NP USE: OFFICE OVERALL SHEET NOTE: THIS SHEET IS FOR REFERENCE ONLY. SEE SITE PLAN A AND B FOR MORE DETAILED INFORMATION. LIMITS OF SURVEY REF. NOTE #2 FIGURE 4-19 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 SIDEWALK REPAIR NOTES (UCM 5.10): REPAIRS TO CONCRETE SIDEWALKS DAMAGED BY THE WORK REQUIRE FULL SIDEWALK PANEL RECONSTRUCTION, JOINT TO JOINT. IN AREAS WITH SIDEWALK PAVERS, CONTRACTOR TO CAREFULLY REMOVE, STORE AND REPLACE PAVERS TO MATCH EXISTING CONDITIONS OR BETTER. HAND HOLES AND PULL BOXES, ETC: AVOID PLACING VAULTS, HAND HOLES, ETC. WITHIN SIDEWALKS. IF UNAVOIDABLE, PLACE THEM OUT OF THE PRIMARY ADA ROUTE. ADD APPLICABLE AE APPROVED DETAILS AND SPECIFY APPROPRIATE LOAD RATINGS AND ADA REQUIREMENTS INCLUDING A SLIP RESISTANT LID AND THE ABILITY TO BE PLACED FLUSH WITH THE SURROUND WALKING SURFACE CROSS SLOPE. STREET AND BRIDGE SPECIAL NOTE: ALL DAMAGE CAUSED DIRECTLY OR INDIRECTLY TO THE STREET SURFACE, SIDEWALK, DRIVEWAY, CURB AND GUTTER, OR SUBSURFACE OUTSIDE OF THE PAVEMENT CUT AREA SHALL BE REGARDED AS A PART OF THE STREET CUT REPAIR. THIS INCLUDES ANY SCRAPES, GOUGES, CUTS, CRACKING, DEPRESSIONS, AND/OR ANY OTHER DAMAGE CAUSED BY THE CONTRACTOR DURING THE EXECUTION OF THE WORK. THESE REPAIR AREAS WILL BE INCLUDED IN THE TOTAL AREA OF RESTORATION. THESE AREAS SHALL BE SAW CUT IN STRAIGHT, NEAT LINES PARALLEL TO THE EXCAVATION OR UTILITY TRENCH FOR TRENCH REPAIR. FOR LANE RESTORATION THE CUTS SHALL BE PERPENDICULAR TO LANE OR LANES AFFECTED AND FULL LANE WIDTH RESTORED FOR THE DAMAGED AREA. FOR CONCRETE PAVING, REPAIR JOINT TO JOINT. FOLLOWING EXISTING OR MODIFIED JOINT PATTERN. REMOVE TO THE NEXT EXISTING JOINT FOR SIDEWALKS AND CURB & GUTTER. ALL SUCH REPAIRS SHALL BE AT THE CONTRACTOR'S EXPENSE AND SHALL MEET ALL CITY TESTING REQUIREMENTS, STANDARDS, AND SPECIFICATIONS. ACCESSIBILITY NOTES: 1. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDS SUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXAS ACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH APPLICABLE ACCESSIBILITY STANDARDS. 2. ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50 [ANSI 403.3] 3. ACCESSIBLE PARKING SPACES MUST BE LOCATED ON A SURFACE WITH A SLOPE NOT EXCEEDING 1:50 [ANSI 502.5] 4. SLOPES ON ACCESS MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP [ANSI 403.3] 5. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY RAMP RUN IS 30 IN. THE MAXIMUM HORIZONTAL PROJECTION IS 30 FEET FOR A 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] 6. FOR APARTMENTS OR CONDOMINIUMS, WHEN THE SLOPE OF THE FINISHED GRADE BETWEEN ACCESSIBLE BUILDINGS AND FACILITIES EXCEEDS 1:12, OR AN ACCESSIBLE ROUTE, A VEHICULAR ROUTE WITH PARKING AT EACH ACCESSIBLE BUILDING OR FACILITY MAY BE PROVIDED IN PLACE OF AN ACCESSIBLE ROUTE. [IBC 1107.4(1)] COMPATIBILITY NOTES: 1. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. [SECTION 25-2-1064] 2. ALL DUMPSTERS AND ANY PERMANENTLY PLACED REFUSE RECEPTACLES WILL BE LOCATED AT A MINIMUM OF TWENTY (20) FEET FROM A PROPERTY USED ZONED AS SF-5 OR MORE RESTRICTIVE. [SECTION 25-2-1067] 3. THE USE OF HIGHLY REFLECTIVE SURFACES; SUCH AS REFLECTIVE GLASS AND REFLECTIVE METAL ROOFS, WHOSE PITCH IS MORE THAN A RUN OF SEVEN (7) TO A RISE OF TWELVE (12) WILL BE PROHIBITED. [SECTION 25-2-1067]. 4. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES. [SECTION 25-2-1067] 5. YARDS, FENCES, VEGETATIVE SCREENING OR BERMS SHALL BE PROVIDED TO SCREEN ADJACENT SF-5 OR MORE RESTRICTIVE RESIDENTIAL DISTRICTS FROM VIEWS OF OFF-STREET PARKING AREAS, MECHANICAL EQUIPMENT, STORAGE AREAS, AND FOR REFUSE COLLECTION [SECTION 25-2-1066] STREET REPAIR NOTES (UCM 5.9): TRENCH REPAIR: USE THE APPROPRIATE 1100S SERIES DETAILS FOR TRENCH REPAIRS: 1100S-2 (FLEXIBLE BASE AND AN ASPHALT SURFACE), 1100S-3 (CONCRETE OR ASPHALT OVERLAID CONCRETE), AND 1100S-5 (FULL DEPTH ASPHALT STREETS). CLSM SHALL BE SUBSTITUTED FOR BACKFILL AND FLEXIBLE BASE REPLACEMENT PER THE DETAIL NOTES. SURFACE RESTORATION: SURFACE PAVEMENT RESTORATION IS REQUIRED WHEN CUTS 1) ARE OVER 300 LINEAR FEET IN LENGTH, 2) OCCUR WITHIN THE DAPCZ AREA, OR 3) OCCUR WITHIN PROTECTED STREET SEGMENTS. USE DETAIL 1100S-7 FOR DETERMINING AREAS REQUIRING SURFACE REMOVAL AND REPLACEMENT. THE REPLACEMENT ASPHALTIC CONCRETE SURFACE LAYER THICKNESS SHALL BE A MINIMUM 2 INCHES HMAC TYPE D FOR LOCAL OR RESIDENTIAL STREETS AND A MINIMUM 3 INCHES HMAC TYPE C FOR COLLECTOR OR ARTERIAL STREETS (SEE ITEM 340S, SECTION 340S.4). CONCRETE AND COMPOSITE PAVEMENTS: IN CONCRETE STREETS, ACTUAL RESTORATION LIMITS ARE DETERMINED BY JOINT LOCATIONS. FOR COMPOSITE PAVEMENTS CONSTRUCTED OF CONCRETE WITH A HMAC OVERLAY, 1100S-3 FOR TRENCH REPAIR (USING CLASS 360S CONCRETE) AND 1100S-7 FOR DETERMINATION OF ASPHALT SURFACE RESTORATION AREAS. INITIAL SUBMITTAL 10/23/2024 Y L I M A F I T L U M G R E B D N U R . N L G R E B D N U R . E 4 0 2 3 5 7 8 7 S A X E T , Y T N U O C S I V A R T , N I T S U A F O Y T I C N A L P E T I S L L A R E V O CITY APPROVAL STAMP SHEET CS100 14 OF 58 SP-2024-0381C.SH G F E D C B A 5 4 3 2 1 0 0 1 S C \ g w d . N A L P E T I S L L A R E V O - 1 0 0 . 0 4 . 3 1 3 0 \ s t h S - 0 2 \ D A C - 0 1 \ L I V I C \ m a f m g r e b d n u r g c e 0 0 . 3 2 5 0 1 \ 0 0 5 0 1 \ s t c e j o r P \ a t a d \ m o c . i g w \ \ : G N I W A R D M P 4 4 : 3 9 0 / 2 1 / 5 2 0 2 : E T A D T O L P M A 1 2 : 0 1 1 3 / 0 1 / 5 2 0 2 : D E V A S e r r a B y e n d y S : Y B D E T T O L P G F DOC. #_________ FIRE LANE DOC. #2011163882 FIRE LANE E FIRE LANE E USE: OFFICE DOC. #2011163882 FIRE LANE D FIRE LANE DOC. #_________ C B A 5 ZONING: LR-MU-V-NP USE: OFFICE 4 NORTH DR. (50' R.O.W.- ASPHALT) . N L G R E B D N U R . E WW 2 8 6 SD V F A I N R E L A N E WW F I R E L A N E SD 1 8 6 CO F I R E L A N E E N A L E R I F E N A L E R I F E N A L E R I F FF=688.50 BUILDING #2 4-STORY MULTIFAMILY 37,862 SF (COVERAGE) G B GB FF=686.70 GB CO FF=688.50 GB B G 686 F I R E L A N E F I R E L A N E ) T L A H P S A - S E I R A V . . W O R ( . ) 7 8 7 1 . G P , 7 6 0 5 . L O V ( EXIST. ZONING: FF=688.50 LR-V-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT FF=688.50 E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F WW CO WW BFP ZONING: LR-V-NP USE: OFFICE SD SD 685 EXIST. ZONING: SF-3-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT FIRE LANE FIRE LANE FIRE LANE FIRE LANE F I R E L A N E SD SD SD SD FIRE LANE WW FIRE LANE WW FIRE LANE FIRE LANE F I R E L A N E FF=684.00 FF=682.00 FF=684.50 BUILDING #3 4-STORY MULTIFAMILY 12,434 SF (COVERAGE) CO FF=684.50 GB FF=681.00 B G WW FIRE LANE SD SD 681 FIRE LANE FIRE LANE WW CO WW WW CO CO SD FIRE LANE E 680 FF=682.00 BUILDING #1 4-STORY MULTIFAMILY 25,807 SF (COVERAGE) UNDERGROUND DETENTION POND 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 DRAINAGE EASEMENT DOC NO. 2013003944 LEGEND BOUNDARY / RIGHT OF WAY EXIST. CONTOUR ELEVATIONS PROP. CONTOUR ELEVATIONS CRITICAL WATER QUALITY ZONE EROSION HAZARD ZONE EXIST. 100-YR FLOODPLAIN PROP. 100-YR FLOODPLAIN PROPOSED RETAINING WALL PROPOSED DRAINAGE EASEMENT FF=681.75 S D ZONING: SF-3-NP USE: OFFICE EXIST. 100-YR FLOODPLAIN FIRE LANE CO NOTES: 1. REFERENCE THE SEPARATE FLOODPLAIN STUDY FOR ADDITIONAL DETAILS AND CALCULATIONS. FIRE LANE SD FIRE LANE UNDERGROUND WATER QUALITY POND FIRE LANE FIRE LANE S D SD FIRE LANE FIRE LANE FIRE LANE FIRE LANE S D SD SD S D SD ZONING: LR-MU-V-NP USE: OFFICE 5' P.U.E. VOL. 47, PG. 13 5' P.U.E. VOL. 47, PG. 13 37.5' DRAINAGE ESMT. VOL. 47, PG. 13 3 2 1 N A L P N I A L P D O O L F \ g w d . N A L P N I A L P D O O L F - 1 0 0 . 0 4 . 3 1 3 0 \ s t h S - 0 2 \ D A C - 0 1 \ L I V I C \ m a f m g r e b d n u r g c e 0 0 . 3 2 5 0 1 \ 0 0 5 0 1 \ s t c e j o r P \ a t a d \ m o c . i g w \ \ : G N I W A R D M P 9 4 : 4 4 1 / 1 0 / 6 2 0 2 : E T A D T O L P l z e a z n o G l i e n O : Y B D E T T O L P M P 2 3 : 4 8 0 / 1 0 / 6 2 0 2 : D E V A S ZONING: LR-MU-V-NP USE: OFFICE NORTH DR. (50' R.O.W.- ASPHALT) LIMITS OF SURVEY REF. NOTE #2 ZONING: LR-MU-V-NP USE: OFFICE DOC. #_________ FIRE LANE DOC. #2011163882 USE: OFFICE DOC. #2011163882 FF=688.50 BUILDING #2 4-STORY MULTIFAMILY 37,862 SF (COVERAGE) ) 7 8 7 1 . G P , 7 6 0 5 . L O V ( EXIST. ZONING: FF=688.50 LR-V-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT FF=688.50 ) T L A H P S A - S E I R A V . . W O R ( . . N L G R E B D N U R . E WW WW CO WW BFP ZONING: LR-V-NP USE: OFFICE FIRE LANE FIRE LANE E FIRE LANE G B GB FF=686.70 GB CO FF=688.50 GB B G SD SD 685 EXIST. ZONING: SF-3-NP USE: VACANT PROP. ZONING: GR-MU-V USE: VACANT 2 8 6 SD V F A I N R E L A N E WW F I R E L A N E SD 1 8 6 CO F I R E L A N E E N A L E R I F E N A L E R I F E N A L E R I F FIRE LANE FIRE LANE FIRE LANE FIRE LANE F I R E L A N E 686 F I R E L A N E F I R E L A N E SD SD SD SD FIRE LANE WW FIRE LANE WW FIRE LANE FIRE LANE F I R E L A N E FF=684.00 FF=682.00 FF=684.50 BUILDING #3 4-STORY MULTIFAMILY 12,434 SF (COVERAGE) CO FF=684.50 GB FF=681.00 B G WW FIRE LANE SD SD 5' P.U.E. VOL. 47, PG. 13 5' P.U.E. VOL. 47, PG. 13 E N A L E R I F E N A L E R I F E N A L E R I F E N A L E R I F DOC. #_________ FIRE LANE E 680 FF=682.00 BUILDING #1 4-STORY MULTIFAMILY 25,807 SF (COVERAGE) +1.18 +0.81 +0.89 UNDERGROUND DETENTION POND +0.16 +0.46 PROP. DRAINAGE EASEMENT WITH REQUIRED MAINTENANCE DOC. NO. ________ 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 DRAINAGE EASEMENT DOC NO. 2013003944 FF=681.75 +0.40 +0.29 S D PROP. 100-YR FLOODPLAIN ZONING: SF-3-NP USE: OFFICE 681 FIRE LANE FIRE LANE WW CO WW WW CO CO SD FIRE LANE FIRE LANE CO FIRE LANE SD FIRE LANE UNDERGROUND WATER QUALITY POND FIRE LANE FIRE LANE FIRE LANE FIRE LANE S D +0.49 SD +0.65 S D SD +0.05 +0.72 S D FLOODPLAIN MODIFICATION AREA: 0.55 ACRES SD FIRE LANE +0.89 FIRE LANE -2.44 -4.23 -2.08 -1.87 SD +0.90 +7.11 -1.32 37.5' DRAINAGE ESMT. VOL. 47, PG. 13 G F E D C B A R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 3 2 7 8 7 , S A X E T , N I T S U A , 0 0 3 E T I U S , D V L B R E L L E U M 0 0 7 4 5 8 0 5 1 - F : O N M R I F 0 6 5 5 . 9 6 6 . 2 1 5 INITIAL SUBMITTAL 10/23/2024 Y L I M A F I T L U M G R E B D N U R . N L G R E B D N U R . E 4 0 2 3 5 7 8 7 S A X E T , Y T N U O C S I V A R T , N I T S U A F O Y T I C N A L P N I A L P D O O L F CITY APPROVAL STAMP SHEET CG004 22 OF 62 SP-2024-0381C.SH 1/14/2026 G F CHL 20 PROPERTY HEP 5 679 680 680 HEP 4 HEP 5 BUILDING #1 4-STORY MULTIFAMILY 25,807 SF (COVERAGE) FF=681.75 A D A 0 8 6 A D A A D A 679 679 LIMITED HEAVY EQUIPMENT AREA 680 S D EXISTING 100YR FLOODPLAIN SEE CG004 FOR FLOODPLAIN MODIFICATION PLAN PROPOSED 100YR FLOODPLAIN SEE CG004 FOR FLOODPLAIN MODIFICATION PLAN 2 4 ' ' S D 2 4 ' ' S D 2 4 ' ' S D SD 680 679 678 S D 24''SD TP 10''WL ADA A D A ADA ADA 10''WL 10''WL FIRE LANE FIRE LANE FIRE LANE FIRE LANE 6''SD 6''SD 6''SD CO CO CO FIRE LANE 24''SD FIRE LANE FIRE LANE 24''SD 678 24''SD FIRE LANE SD SD 24''SD F I R E L A N E S D 8 8 7 7 6 6 6''SD 6''SD 6''SD SD S D 6''SD 1 5 4 3 2 N O I T A R O T S E R N I A L P D O O L F _ 3 0 1 P L \ g w d . P L _ M A F M g r e b d n u R _ 0 0 . 3 2 5 0 1 \ e p a c s d n a L \ s g n w a r D \ A L \ M A F M g r e b d n u R G C E i 0 0 . 3 2 5 0 1 \ 0 0 5 0 1 \ s t c e j o r P \ a t a d \ m o c . i g w \ \ : G N I W A R D M A 2 3 : 1 1 8 1 / 2 1 / 5 2 0 2 : E T A D T O L P n a r o M l e u n a m m E : Y B D E T T O L P M A 0 3 : 1 1 8 1 / 2 1 / 5 2 0 2 : D E V A S E ' 6 0 . 7 5 ' W " 5 1 4 3 ° 5 6 N LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM L I M L I M P T L I M L I M L I M L I M P T L I M L I M L I M L I M P T L I M L I M L I M L I M P T L I M L I M L I M P T L I M L I M L I M L I M P T L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M P T P T P P T T P T P P T T P T L I M TP TP L I M L I M L I M L I M L I M I L M I L M I L M I L M L I M I L M I L M L I M I L M I L M L I M I L M I L M I L M I L M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M L I M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M I L M L I M L I M L I M P R O P E R T Y 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 FLOODPLAIN DRAIANGE FLOODPLAIN DRAIANGE DOC. NO. 2013003944 DOC. NO. 2013003944 LIMITED LOC P R O P E R T Y 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 10' WASTEWATER ESMT. CITY OF AUSTIN VOL. 8093, PG. 313 N27°27'58"E 183.08' TP TP 669 668 TP TP TP TP CRITICAL WATER QUALITY PLANTING ZONE D C B A FLOODPLAIN RESTORATION SCHEDULE 29,158 SF 2,785 SF FLOODPLAIN RESTORATION ZONE 1 - OUTSIDE CWQZ FLOODPLAIN RESTORATION ZONE 2 - WITHIN CWQZ FLOODPLAIN RESTORATION TREE AND SHRUB PLANTING FLOODPLAIN RESTORATION NOTES: 1. TREE SEEDLINGS SHALL BE PLANTED BETWEEN NOVEMBER AND FERUARY. 2. SEED MIX SHALL BE APPLIED AS A HYDROMULCH OR WITHIN A 100% BIODEGRADABLE BLANKET. PROVIDE PRODUCT DATA TO LANDSCAPE ARCHITECT FOR REVIEW. 3. TEMPORARY IRRIGATION SHALL BE REQUIRED FOR A ONE YEAR ESTABLISHMENT PERIOD. CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL OF IRRIGATION PIPING AND EQUIPMENT AFTER ONE YEAR. 4. SAFETY FENCING SHALL BE REQUIRED AROUND THE AREA UNTIL THE END OF THE ESTABLISHMENT PERIOD. CONTRACTOR TO REVIEW AND REPAIR SAFETY FENCING ON AN AS-NEEDED BASIS UNTIL THE END OF THE ESTABLISHMENT PERIOD. 5. IF THE CONTRACTOR IS NOT ABLE TO FIND APPROPRIATE TREE SPECIES, CONTACT LANDSCAPE ARCHITECT FOR A FULL PLANT LIST OF ACCEPTABLE OPTIONS. THE LIST OF ACCEPTABLE OPTIONS MUST BE APPROVED BY THE CITY OF AUSTIN ERM(FLOODPLAIN MODIFICATION) REVIEWER PRIOR TO SUBSTITUTION. 6. ALL ACTIVITIES WITHIN THE CWQZ AND CWQZ BUFFER MUST COMPLY WITH THE CITY OF AUSTIN CODE AND CRITERIA. THE NATURAL VEGETATIVE COVER MUST BE RETAINED TO THE MAXIMUM EXTENT PRACTICABLE; CONSTRUCTION IS PROHIBITED; AND WASTEWATER DISPOSAL IS PROHIBITED. 7. INVASIVE SPECIES MANAGEMENT: 7.1. CONTRACTOR SHALL MANAGE INVASIVE SPECIES ON SITE FOR A PERIOD OF ONE YEAR. SPECIES SHALL BE MANAGED ON A MONTHLY BASIS, AND REPORTS OF MANAGEMENT ACTIVITIES SHALL BE PROVIDED TO THE OWNER AND LANDSCAPE ARCHITECT WITHIN 5 WORKING DAYS OF MANAGEMENT ACTIVITIES. 7.2. WHEREVER POSSIBLE, INVASIVE SPECIES SHALL BE MANAGED BY MECHANICAL MEANS (HAND-PULLING). WHEN CHEMICAL MEANS ARE DEEMED TO BE REQUIRED, THE CONTRACTOR SHALL USE A PRODUCT RATED FOR AQUATIC AREAS, AND SHALL NOT WORK WITHIN 48 HOURS OF AN ANTICIPATED RAIN EVENT OR WHEN WIND SPEEDS ARE OVER 8 MILES PER HOUR. 7.3. INVASIVE SPECIES TO BE MANAGED INCLUDE: LIGUSTRUM SP., ARUNDO DONAX, MELIA AZEDARACH, AILANTHUS ALTISSIMA, BROUSSONETIA PAPYFERA, TRIADICA SEBIFERA, SORGHUM HALEPENSE 7.4. LIGUSTRUM: CUT STUMP TREATMENT: REMOVE PLANT MATERIAL AND BERRIES COMPLETELY FROM THE SITE. CUT PLANT OFF ABOUT 50MM ABOVE GROUND LEVEL. APPLY HERBICIDE MIXTURES TO TOP AND SIDES OF THE STUMP. PULSE PENETRANT WILL AID UPTAKE OF THE HERBICIDE. SUITABLE HERBICIDES AND DILUTION RATES FOR STUMP TREATMENT OF PRIVET ARE: GLYPHOSATE: 2 LITRES (+10ML PULSE) PER 10 LITRES OF WATER ESCORT: 5G (+10ML PULSE) PER 10 LITRES OF WATER NB: HERBICIDE MUST BE APPLIED IMMEDIATELY AFTER STUMPS HAVE BEEN CUT. HERBICIDE IS MOST EFFECTIVE WHEN APPLIED DURING PRIVET'S ACTIVE GROWING SEASON - SPRING OR AUTUMN IN FINE WEATHER. IF USING ESCORT, AVOID USE OVER OR NEARBY DESIRABLE PLANTS, OR IN AREAS WHERE THEIR ROOTS MAY EXTEND. 7.5. MORE INFORMATION CAN BE FOUND AT: https://www.texasinvasives.org/ R O F D E Z I R O H T U A T O N O T R O I R P N O I T C U R T S N O C L A V O R P P A Y T I C L A M R O F 3 2 7 8 7 , S A X E T , N I T S U A , 0 0 3 E T I U S , D V L B R E L L E U M 0 0 7 4 5 8 0 5 1 - F : O N M R I F 0 6 5 5 . 9 6 6 . 2 1 5 INITIAL SUBMITTAL 10/23/2024 Y L I M A F I T L U M G R E B D N U R . N L G R E B D N U R . E 4 0 2 3 5 7 8 7 S A X E T , Y T N U O C S I V A R T , N I T S U A N A L P N O I T A R O T S E R N I A L P D O O L F CITY APPROVAL STAMP SHEET LP103 50 OF 58 SP-2024-0381C.SH LEGEND EXISTING TREE TO REMAIN HATCHING INDICATES HERITAGE HALF CRITICAL ROOT ZONE EXISTING TREE TO REMAIN SHADING INDICATES TREE TO BE RETAINED BUT WILL NOT MET PRESERVATION REQUIREMENTS EXISTING TREE TO BE REMOVED LIMIT OF CONSTRUCTION PROPERTY RIGHT-OF-WAY STREET YARD A B SHEET KEY A LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM LIM 37.5' DRAINAGE ESMT. 37.5' DRAINAGE ESMT. VOL. 47, PG. 13 VOL. 47, PG. 13 G F E D C B 545962 Property Profile Environmental Map Legend Appraisal Districts TCAD Parcels Floodplain & Watershed Feature FEMA Floodplain 100 Year (Detailed-AE) 100 Year (Approx-A) 100 Year (Shallow-AO) 500 Year X Protected by Levee Creek Buffers Waterway Setbacks (CWQZ WQTZ) Critical Water Quality Zone Water Quality Transition Zone others Erosion Hazard Zone Review Buffer Environmental Features Creek Centerlines CEF Setback Notes 0 300 600 ft 11/26/2025 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.