15 SP-2019-0253C(XT2) - Springdale Farm; District 3 - Staff Report Part 1 — original pdf

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PLANNING COMMISSION SITE PLAN EXTENSION REVIEW SHEET CASE NUMBER: SP-2019-0253C(XT2) PC HEARING DATE: March 24, 2026 PROJECT NAME: Springdale Farm ADDRESS OF SITE: 755 Springdale Rd COUNCIL DISTRICT: 3 NEIGHBORHOOD PLANNING AREA: Govalle WATERSHED: Boggy Creek JURISDICTION: Full-Purpose APPLICANT/ OWNER: AGENT: Michael Whellan Armbrust & Brown, PLLC Austin, TX Maximiliano Martinez Milian Consulting LLC Austin, TX (512) 435-2300 (956) 251-5146 CASE MANAGER: Christine Barton-Holmes, CAPM, CNUa, LEED AP (512) 974-2788 christine.barton-holmes@austintexas.gov PROPOSED DEVELOPMENT: The applicant is requesting a three-year extension to a previously approved site plan. The site plan was originally approved on February 23, 2022, with an expiration date of February 23, 2025. A subsequent administrative extension brought the expiration date to December 10, 2026. The site plan was approved to construct 57,560 square feet of commercial and restaurant space and 88 residential units, with associated improvements. Delays in construction were caused by the Covid environment in the early 2020s, affecting financing and market conditions. Partial construction has been completed, including excavation for a subgrade parking garage, which currently presents a hazard and which will be mitigated as construction begins again. SUMMARY STAFF RECOMMENDATION: Staff recommends approval to extend this site plan permit by three years, from December 10, 2026 to December 10, 2029, based on the case meeting criteria from LDC Section 25-5-62(C)(1)(a). 25-5-63(C) Extension of released site plan by the Land Use Commission: “the Land Use Commission may extend the expiration date of a released site plan beyond the date established by this chapter if the Land Use Commission determines that the request complies with the requirements for extension by the director under 25-5-62 (Extension of Released Site Plan by Director).” 25-5-62(C) The director may extend the expiration date of a released administrative site plan one time for a period of one year if the director determines that there is good cause for the requested extension; and (1) the director determines that: a) the site plan substantially complies with the requirements that apply to a new application for site plan approval; b) the applicant filed the original application for site plan approval with the good faith expectation that the site plan would be constructed; 15 SP-2019-0253C(XT2) - Springdale Farm1 of 24c) the applicant constructed at least one structure shown on the original site plan that is suitable for permanent occupancy; or d) the applicant has constructed a significant portion of the infrastructure required for development of the original site plan; SUMMARY OF SITE PLAN: LAND USE: The site is zoned CS-MU-CO-NP. All site calculations are within the allowed amount. ENVIRONMENTAL: All environmental comments have been cleared. TRANSPORTATION: All transportation comments have been cleared. PREVIOUS APPROVALS: 2/23/2022: 12/10/2025: Site Plan administrative approval. Permit expiration: 2/23/2025 One-year administrative extension approved. Permit expiration moved to 12/10/2026. PROJECT INFORMATION: SITE AREA EXISTING ZONING FLOOR-AREA RATIO BUILDING COVERAGE IMPERVIOUS COVERAGE 4.85 acres CS-MU-CO-NP Allowed 2:1 95% 95% EXISTING ZONING AND LAND USES: Proposed .8:1 40% 47% LAND USES North South East West ZONING SF-3-NP SF-3-NP CS-MU-V-CO-DB90- NP SF-3-NP ABUTTING STREETS: Street Springdale Rd Mansell Ave Single-family residential Single-family residential Recreation Center Single-family residential Pavement Width Classification 50’ 30’ Local Mobility Local Mobility NEIGHBORHOOD ORGANIZATIONS: Austin Independent School District Del Valle Community Coalition El Concilio Mexican-American Neighborhoods Friends of Austin Neighborhoods Govalle/Johnston Terrace NPA Contact Team Guadalupe Neighborhood Development Corporation Homeless Neighborhood Association Preservation Austin Overton Family Committee Austin Neighborhoods Council East Austin Conservancy River Bluff Neighborhood Association Tejano Town ATTACHMENTS: A. Property Profile Report B. Non-Administrative Extension Request Letter C. Administrative Extension Approval Letter D. Site Plan Sheets 15 SP-2019-0253C(XT2) - Springdale Farm2 of 24 Permitting and Development Center | 6310 Wilhelmina Delco Drive, Austin, TX 78752 | (512) 978-4000 Property Profile Report General Information Location: Parcel ID: Grid: 755 SPRINGDALE RD 0202160901 ML21 Planning & Zoning *Right click hyperlinks to open in a new window. Future Land Use (FLUM): Single Family, Mixed Use Regulating Plan: No Regulating Plan Zoning: Zoning Cases: Zoning Ordinances: CS-MU-CO-NP C14-2014-0123 C14-2019-0031 C14-2026-0004 C14-99-2061(RCT) NPA-2014-0016.02 NPA-2018-0016.04 030327-11a 19990225-070b 20141211-147 20190808-133 20190808-134 991216-100 Zoning Overlays: Neighborhood Plan: Wildland Urban Interface 2024 Selected Sign Ordinances Residential Design Standards: LDC/25-2-Subchapter F ADU Approx Area Reduced Parking Airport Overlay: CONTROLLED COMPATIBLE LAND USE AREA GOVALLE Infill Options: Small Lot Amnesty Infill Option Neighborhood Restricted Parking Areas: -- Mobile Food Vendors: Historic Landmark: -- -- Urban Roadways: Yes Zoning Guide The Guide to Zoning provides a quick explanation of the above Zoning codes, however, the Land Use Assistance provides general zoning assistance and can advise you on the type of development allowed on a property. Visit Zoning for the description of each Base Zoning District. For official verification of the zoning of a property, please request a Zoning Verification Letter. General information on the Neighborhood Planning Areas is available from Neighborhood Planning. Environmental Fully Developed Floodplain: FEMA Floodplain: No No Austin Watershed Regulation Areas: URBAN Watershed Boundaries: Creek Buffers: Edwards Aquifer Recharge Zone: Edwards Aquifer Recharge Verification Zone: Erosion Hazard Zone Review Buffer: Political Boundaries Boggy Creek CWQZ No No Yes Jurisdiction: AUSTIN FULL PURPOSE Council District: 3 County: TRAVIS School District: Austin ISD Community Registry: Austin Independent School District, Austin Neighborhoods Council, Del Valle Community Coalition, East Austin Conservancy, El Concilio Mexican-American Neighborhoods, Friends of Austin Neighborhoods, Govalle Neighborhood Association, Govalle/Johnston Terrace Neighborhood Plan Contact Team, Guadalupe Neighborhood Development Corporation, Homeless Neighborhood Association, Overton Family Committee , Preservation Austin The Information on this report has been produced by the City of Austin as a working document and is not warranted for any other use. No warranty is made by the City regarding its accuracy or completeness. Date created: 3/6/2026 15 SP-2019-0253C(XT2) - Springdale Farm3 of 2415 SP-2019-0253C(XT2) - Springdale Farm4 of 24Table of Contents Springdale Farms INTRODUCTION ....................................................................................................................................................... 3 EXISTING SITE.......................................................................................................................................................... 3 ZONING ....................................................................................................................................................................... 3 ROADWAY IMPROVEMENTS ............................................................................................................................... 3 VARIANCES AND WAIVERS .................................................................................................................................. 3 WATERSHED ............................................................................................................................................................. 3 FLOODPLAIN ............................................................................................................................................................ 4 EXISTING SITE DRAINAGE ................................................................................................................................... 4 PROPOSED SITE DRAINAGE ................................................................................................................................. 4 WATER QUALITY .................................................................................................................................................... 5 UTILITIES ................................................................................................................................................................... 5 EROSION AND SEDIMENTATION CONTROL AND TREE PROTECTION .................................................. 5 LIST OF ATTACHMENTS Exhibit 1 – Location Map Exhibit 2 – FEMA Floodplain Map Exhibit 3 – SER Documents Springdale Farms Site Plan Report Page 2 2/21/22 15 SP-2019-0253C(XT2) - Springdale Farm5 of 24 Springdale Farms INTRODUCTION PSW Homes, LLC is developing an existing site located at 755 Springdale Road. The site totals 4.85 acres. Refer to Exhibit 1 for a site location map. The property is bordered on the west by Springdale Road between Glissman Road and Gonzales Street. The east side of the property is located along Mansell Avenue. The area is located within the City’s Full Purpose Jurisdiction and Desired Development Zone. The property is located within an urban watershed, East Boggy Creek. A combination of access driveways, drainage, water quality features, and utility improvements, and underground parking will be designed and built to serve the area as needed. EXISTING SITE The existing site currently supports an urban farm, restaurant, and single-family home. The site is approximately 11% impervious. This includes the home, internal road and parking surfaces on site, along with existing farm structures. There is an existing well on the property. The well is located on the east side of the site and will be reused for irrigation purposes. The property is divided in two parts by a tributary to Boggy Creek that flows diagonally from the south property line to the north property line. The only connection between the two sides is an existing vehicular bridge that spans the creek. The bridge consists of nine 24-in RCPs. ZONING The property is currently zoned as CS-MU-CO-NP. There are no changes proposed for this development. ROADWAY IMPROVEMENTS The roadway improvements associated with this project include the removal of the existing internal road, moving the locations of the two site entrances. Most of the internal road that runs across the site will be removed but the existing bridge will be repaved to ensure ADA compliance. The bridge allows residents on the Mansell side of the property access to the restaurant and commercial services that front Springdale Road. The two halves of the site will both have their own access drive and fire lane that connect to Springdale Road and Mansell Avenue, respectively. VARIANCES AND WAIVERS A transportation variance will be requested for a proposed driveway location along Springdale in relation to the existing driveways on the street. A second variance will be needed to allow maneuvering in the right of way from the loading space. WATERSHED The project limits are located within the East Boggy Creek Watershed. The required critical water quality zone (CWQZ) has been defined within this project as a 50-foot offset from the creek centerline, or the limit of the 100-year floodplain, whichever is more severe. Springdale Farms Site Plan Report Page 3 2/21/22 15 SP-2019-0253C(XT2) - Springdale Farm6 of 24 Springdale Farms FLOODPLAIN According to FEMA Flood Insurance Rate Map panel 48453C0465J, dated January 6, 2016 the site is not located in a FEMA floodplain. The site receives 71.6-aces of drainage from the area upstream of the project. Due to the size of the upstream drainage area, a 100-year floodplain is required and was delineated on the site. The new delineated floodplain is shown on the plans and will be dedicated with this project. A map showing the 71 acres of the upstream drainage basin can be found in the plans. The upstream area is fully developed and consists of a mix of residential and commercial areas. The City of Austin HEC-HMS file was modified to analyze pre- and post- developed conditions for the site. PSW created a HEC-RAS file that was used to model the 100-year flood plain. The City of Austin did not have a HEC-RAS model for the creek across Springdale which is why PSW created one. The PSW file was based on survey taken of the site and City of Austin topography files offsite. The HMS file was used to calculate the flows used in the RAS file. The water surface elevations obtained for the 100-year storm even were plotting in AutoCAD and used to define the limits of the 100-year floodplain. There was no increase in the water surface elevation between the existing and proposed site conditions. ENVIRONMENTAL CONSIDERATIONS An Environmental Resource Inventory (ERI) has been performed for this site and is included separately. There are no environmental concerns on the property. To meet fire code for building coverage it is necessary to put a portion of the firetruck turnarounds in the CWQZ/Floodplain. The fire lane will consist of pervious geoblock product. EXISTING SITE DRAINAGE The site is partially developed, and there are no detention features on site. The tributary to Boggy Creek flows across the site from southwest to northeast. All the site runoff flows across the property to the creek. The programs HEC-RAS and HEC-HMS were used to analyze the upstream basin and calculate the water surface elevation on the property. The water surface elevation was used to plot the limits of the 100-year floodplain. A drainage area map showing existing conditions is included in the construction plans. The HEC-HMS models show 5 major subbasins in the BOG310 subbasins. These represent the drainage areas upstream of Springdale, the Springdale property, and downstream of Springdale. All the areas can be seen on the existing drainage sheet along with the key points of analysis that were studied were reviewing the existing conditions and preparing information for Regional Stormwater Management Participation (RSMP) request. PROPOSED SITE DRAINAGE The improvements being made to the site will place it at 50% impervious. This includes the buildings, proposed non-public concrete walkways, and driveways. The property will maintain existing drainage patterns and all runoff will be directed to the creek at the center of the site. PSW will submit an RSMP request with this project. The proposed drainage sheet shows same points of analysis and drainage basins as the existing conditions. The sheet also includes the runoff calculations to compare the existing and proposed conditions. As seen in the table, there are no Springdale Farms Site Plan Report Page 4 2/21/22 15 SP-2019-0253C(XT2) - Springdale Farm7 of 24 Springdale Farms increases in water surface elevation on the site or at the adjacent properties. WATER QUALITY The existing development does not have any water quality measures established to treat site runoff. The proposed site plan will utilize two subsurface sed-fill ponds to provide water quality treatment on site. The ponds will be located below the fire access drives and the required hatches will be traffic rated for a fire truck. Pumps will be utilized to empty the ponds over a 48 to 72 hour period, and overflow of higher flows will be carried via a pipe to the exiting channel. The pond layouts and calculation tables can be found in the plans. UTILITIES The proposed site is located within the City's CCN Boundary. A service extension request has been completed for this site and results are included in the proposed utility design. The signed SER documents have been included as Exhibit 3. Existing utilities are readily available in Springdale Road but there are no existing utilities in Mansell Avenue adjacent to the site. There is a 12-in and 48-in waterline located in Springdale Road. The west side of the development will tap into the existing 12-in water line. The 48-in waterline is a Transmission main. Water for the eastern side of the development will be brought thru the site from the existing line in Springdale because there is no water line in Mansell (SER4101R). This water line will serve the east side of the site. Similarly, there is an 8-in wastewater line in Springdale Road that will serve the east and west sides of the site. The wastewater line was constructed to serve the east side will cross the creek as part of a force main system to tie into the existing line in Springdale Road. This design was approved by AW through a revised SER (SER4102R). Austin Energy will serve as the electrical provider, they have existing facilities adjacent to the site. Texas Gas and Time Warner Cable will provide “Will Serve” letters for this development. EROSION AND SEDIMENTATION CONTROL AND TREE PROTECTION Erosion and sedimentation control, and tree protection measures can be seen in the submitted site plan. Native vegetation will be used in all areas where the critical water quality zone or floodplain are disturbed by the utility crossings. The revegetation will meet at least the minimum requirements of 609S. Springdale Farms Site Plan Report Page 5 2/21/22 15 SP-2019-0253C(XT2) - Springdale Farm8 of 24 Legend Jurisdiction FULL PURPOSE LIMITED PURPOSE EXTRATERRITORIAL JURISDICTION 2 MILE ETJ AGRICULTURAL AGREEMENT OTHER CITY LIMITS OTHER CITIES ETJ 0.1 0 0.04 0.1 Miles NAD_1983_StatePlane_Texas_Central_FIPS_4203_Feet Date Printed: 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. 1: 2,400 Notes 15 SP-2019-0253C(XT2) - Springdale Farm9 of 2415 SP-2019-0253C(XT2) - Springdale Farm10 of 24ll:LLv]wLLsvAiLUNVWIIVM MoIsN:11x:1I3IAHS llOIis:iaO:rn MOI1V1UISMO3 tpu!JdS:w WA4:pisnb>jorAJg 101VWES ZL89iqwnNisnbi3!AJSUSU1H 1Q LI0Z/61/60 tPu!1dS7OL8LXlNLLSIIVU1TIVUDNNdScc:uon13o çgj:sJ3v EE1XIN:spUifl JfY1 18 iinnv ° OIV-1E[SJM1SPMu!lsnV10iCi3:Jqwn ii:(s)pinO V]JV]DIAUJSMO’l]ViLNJ3:uozinssij SJA:zuu UJAflIOUV1O1O3UJS1Ui1JJ HIJOM‘1V1IN13UO7JflSSJJ ONZdMG :(JnoHPdpwiis)pu’wcj NdD9Lt :MO]JEfl1H I”klDcLs’E 00.0$:uonidiM1JtJSO3 :saui]kl!DU!LI!M% oot 0:sodjndP1’fluq16 :suw,Ao.TdwjoUO!Jd!.DSU ‘‘IPU!iIU!1SX4101UO9UUODPZ!SiP1E!JdOJd&uiE){1WItIU13!iddV •dtmpqwntqiuouMoqss1pjUIWSSJJ9 •igSJZUO9 U!(9co-88°ND[oJd)-‘!“ uM1qp>j U!(9cois•°N13CoJd)uwjiiqDUl-9UflSiXq1WOJJUi1EWJV3MI4DUI-JOJoicippwixoddinisuocospiiiiswtddv oAVttsui’iuopqiiouAVtisvigspzuoj dwpqwwuoUMO4SSp1J1131qns MSdJO•E1•d‘I1qo3JJPfWOJJpAi3JSUOJfl3U!UUUOpsrqSiWd jouaiirnbiiojjijpppiudg(I:g]ION to‘qiJoZ•I’EO6°I.IO6‘-‘PS‘f1!’’UpJO3D1EUIPII1SU!qISflW1ll1SiSPF!1diitwoin(zLIOZ/61/6°zrnSWOH •pO3JiJJUOfl1EUJU flllPUAoq1pq13spSJUWAOJdW!tnjoutjdtputtUOflIdWOopqnsssnbuosujx3iAJSsiqjoIAOJddV :iopqq.iojssuojpuo JOUOUflJ1SUO3(I op1qnsjiEsuosu31AJ( tpflJwM1s1EMpunJji‘-çJ1drn43‘pO3UWdOtAQpuw-I‘qupqsqqissuq,ptn IItOi3[qnssisuoisux31AJ •s3{rnullJJo put IqI!’vAJSOuu!PJO1UWPIMOU)WUtSiinq‘WSiS UT1IUEdjoUOflIAJSJ1OUSiUOISU1XJTAJpAOJdd1u( pwmqnss!uo9rD!1dduwdotAp1ETIIJ1qiiiPWJ!JUODqjiqsi(1p1d1D .snpuJoluaU!wwoJcIdw!ousop1UWflDOPSiLflJqpAOJdd1DiAJSJOIAt‘-IJ.(i uoipnJsuopututspuisnjoí(ijwisnwsuqiwnqqnj(ç M1AN swuijdisijo1AOJddV(9 pu1‘uoiido‘diqsjuoiojutjsnjoíCijipopiippqtw”S1uaIAOJdwiiiiiijqndpsodoj(L nqndpsodwj(g ItA0Jdduiduoinssuooioudid uqstquoUt3iIdd1umdopApissunj1EAoJdd1EjoupijispoiidxiiwoinII!MuoisuixMAJSpAOJdd13qj(6 uopAOJdd1pio‘sndxWWdOIAPwp‘tpuosaiidxuoisuix31AJSqIiuwiitdjS3iAJ1uwdOtAUqi‘qpdxi u!Ju!uI‘C!ll1flJllj%-‘!VqpAoJdd13qsnaipui U!qsnwsiuwsi“1!1Pfl•S1UWS111!I!npAoJddIJoiCii-jo-quDqqnd •I0IJu0Daiyiojsuwiinbiiuwidjuij inp3tdqisnmSWwAOJdwi •sJ!dxWAOJdduoiiiqddi1UWdOtAP J413 S1AJ$wwd’iu1C1ll!1ftN13[OJd ,Akn1 SD1AJUWdOtAQ7(1[‘J13UJ,4UOJSIAIQ “1 c!1))L) &W2i9 11U , fHAJ II <‘ A 15 SP-2019-0253C(XT2) - Springdale Farm11 of 240 4 4 6" È( È( ·. T R S 6" E T N U G È( ·. ·. 6" STAFF PROPOSED APPROXIMATE CONNECTION POINT N Y L N T O W O N È( ·. ·. ·. ·. ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 6" ! È( ·. ·. ·. ·. ·. ! ! ! ! ! L21 Central North ·. ·. 12" ·. ·. ·. ·. È( ·. 12" ·( ·. 8" MILBURN LN ·. ·. È( ·. ·. ·. 12" !( È( ·. 450 6" GLISSMAN RD È( 4 5 0 ! ! ·. ·. !! ! ! 2" 1 È( ·. ! !! ! ! ! ·. 6" GONZALES ST 450 2" 1 48" 8" E 7TH ST ·. ·. ·.·. 6" 12" È( ·. ·. È( ·. ·. ·. 12" ·. È( ·. ·. 6" HIDALGO ST STAFF PROPOSED APPROXIMATELY 510 FEET OF 8-INCH WATER MAIN 6" ·. ·. È( E 2" V L A L E S N A M 6" D E R L 12" A D G RIN P S 6" 8" 6" . 0 100 200 400 600 Feet Subject Tract 100-yr FEMA Floodplain W. S.E.R. Name: Springdale W. S.E.R. Number: 4101 Utility Development Services Plotted 3/28/2018 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 and represents only the approximate relative location of the property boundaries. 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. 15 SP-2019-0253C(XT2) - Springdale Farm12 of 24WATER AND WASTEWATER SERVICE EXTENSION REQUEST FOR CONSIDERATION Name: Springdale (Revised) Service Requested: Wastewater SER-4102R Hansen Service Request Number 767969 Date Received: I 1/21/20 18 I Location: 755 SPRINGDALE RD AUSTIN TX 78702 Springdale (Revised) Acres: 4.85 Land Use: MIXED LUE: 81 Alt. Utility Service or S.E.R. Number: City ofAustin Water SER-4101 Quad(s): L21 Reclaimed Pressure Zone: CENTRAL LOW SERVICE AREA DDZ: YES Drainage Basin: COLORADO RIVER Pressure Zone: CENTRAL NORTH DWPZ: NO Flow (Estimated Peak Wet Weather): 61 GPM Cost Participation: $0.00 [ ¾ Within City Limits: 1 00 % Within Limited Purpose: 0 Description of Improvements: Applicant shall make an appropriately sized connection to the existing 8-inch gravity wastewater main located in Springdale Rd. as shown on the attached map. NOTE: Wastewater flow based on engineering calculations received from Jarred C. Corbell, P.E. of P5W Homes, LLC on 9/19/2017. Approval of this Service Extension Request is subject to completion and acceptance of the improvements described above and the conditions set forth below: I ) Construction of all Service Extensions is subject to all environmental and planning ordinances. 2) Service Extensions are subject to the guidelines established in the Land Development Code, Chapter 25-9, Water and Wastewater Utility Service. 3) An approved Service Extension is not a reservation of capacity in the system. but is an acknowledgment of the intent to serve. Available capacity shall be confirmed at the time a development application is submitted. 4) The level of service approved by this document does not imply commitment for land use. 5) Public utility mains must meet City of Austin Design and Construction Criteria and must be approved by Austin Water Engineering Review. 6) All onsite wastewater collection system components will be owned, operated, and maintained by the property owner. 7) Proposed public wastewater improvements will be dedicated to the City of Austin for ownership, operation, and maintenance. 8) Proposed public wastewater improvements must be placed in the public right-of-way or approved utility easements. Utility easements must be approved by Austin Water Engineering Review and must he in place prior to construction plan approval. 9) The approved Service Extension will automatically expire 1 80 days after date of approval unless a development application has been accepted by the Development Services Department. The Service Extension expires on the date the development expires, or if approved, on the date the development application approval expires. ment Services Assistant Diictor, Water Resources Management Date Date Sup v or, Utility Develoment rvices DJLiWater/ E/:J) I Date Date 15 SP-2019-0253C(XT2) - Springdale Farm13 of 24% % T C % R S N O E T 8" C N U % G 458 % 458 458 8 45 N Y L N T O W O N L21 % % !P % % 456 % 36" CONC % !P % 452 442 0 45 446 0 45 % C N O % 8" C % !P % % 456 458 % 458 % % 30" CONC LYONS RD % 454 % % !P E V L A % L E S N C A N M % O C " 8 % !P % % !P 4 4 0 % BOGGY CREEK % 444 4 5 4 % % % !P % !P 8" CONC % C N O MILBURN LN 8" C % !P % % % ! ! ! ! ! 440 446 % 448 452 454 8" CONC % % 458 C N % O 8" C % 458 % !P % % STAFF PROPOSED APPROXIMATE CONNECTION POINT % !P % % % 8" PVC % GLISSMAN RD % % !P 458 % !( % ! ! ! ! ! ! ! C % % C N V O 8" P 8" C % % ! ! ! ! % !P % ! !! !! !! 8" CONC % % 8" PVC !! !! !! !! ! ! ! ! % !P % !P % %! % 8" CONC !P % ! 444 450 % % 454 450 450 D C E R % N L O A 8" C D G RIN % P S % 8" CONC % !P %% !P !P 8" DI % 2 5 4 % 448 % % C V % 8" P 454 % % !P % % 8" DI % !P % 4 5 8 % 454 % 8" DI % E 7TH ST 8" CONC % % 456 4 5 4 456 % !P % 454 % 452 4 5 0 446 450 452 E V L A L E S N A M 456 4 5 8 458 6" CONC % % GONZALES ST % 4 5 4 % 6" CONC % 454 % 456 456 454 454 % 454 % !P % % C % N O 6" C % % . 0 100 200 400 600 Feet Subject Tract 100-yr FEMA Floodplain W.W. S.E.R. Name: Springdale (Revised) W.W. S.E.R. Number: 4102R Utility Development Services Plotted 1/29/2019 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 and represents only the approximate relative location of the property boundaries. 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. 15 SP-2019-0253C(XT2) - Springdale Farm14 of 24 15 SP-2019-0253C(XT2) - Springdale Farm15 of 24CONSOLIDATED SITEPLAN FOR SPRINGDALE FARM 755 SPRINGDALE RD, & 740 MANSELL AVE. AUSTIN, TX 78702 PROJECT LOCATION Sheet List Table Sheet Title 23 Overall Utilites Plan 24 Water Lines A, B, & C Plan & Profile 25 WL D, WL E, FIre Hydrant Lead and Fire Line Plan & Profile 26 Springdale Rd WL Plan & Profile 27 WW Line A Plan & Profile 28 WW Line B Plan & Profile 29 WW Line C Plan & Profile 30 Site plan Details Sheet 31 Erosion Control Details Sheet 32 Water Line Details Sheet 33 Wastewater Line Details Sheet 1 OF 2 34 Wastewater Line Details Sheet 2 OF 2 35 Private Utilites Details 36 Water Quality Details 37 38 PARKLAND DEDICATION PHASING PLAN 39 LANDSCAPE SITE CONSTRUCTION PLAN 1 40 LANDSCAPE SITE CONSTRUCTION PLAN 2 41 LANDSCAPE SITE CONSTRUCTION PLAN 3 42 LANDSCAPE NOTES AND DETAILS 1 43 LANDSCAPE NOTES AND DETAILS 2 44 Building Elevations i . s g n w a r d e s e h t o t t h g i r y p o c f o s t h g i r l l a l s d o h S E M O H W S P t u o h t i w r u c c o t o n y a m s t n e m u c o d r e h t o o t n i n o i t a r o p r o c n i r o e g a s u , s n o i t a c i f i d o m , n o i t a r e t l a , s n o i t c u d o r p e r y n A . S E M O H W S P f o n o i s s i m r e p n e t t i r w r o i r p e h t 9 8 1 5 1 # M R I F E P B T S E M O H W S P 2 1 0 2 © . l m o c e t a t s e a e r w s p w w w . C L L S E M O H W S P t e e r t S t s 1 4 0 7 8 7 X T S 3 0 0 2 , n i t s u A . 5 0 9 3 6 2 3 2 1 5 . . 5 7 1 8 6 6 8 8 8 8 . . p . f Sheet Num ber 1 2 3 4 5 6 7 8 9 Cover Sheet Final Plat General Notes 1 General Notes 2 AW General Info & Construction Notes for Commercial Site Plan Existing Conditions Demolition Plan Erosion sedimentation control & Tree Protection Plan Tree Plan 10 Overall Site Plan 11 Site Dimensional Control Plan 12 13 14 15 16 17 18 SITE PLAN -EASEMENT LAYOUT Garage Level 1 Layout Garage Level 2, 3, and 4 Layout Unit Matrix Grading Plan Existing Drainage Area Map Proposed Drainage Area Map 19 Water Quality Pond Sheet 20 North Side Pond Plan & Profile 21 South Side Pond Plan & Profile 22 RSMP SHEET APPROVAL BY: PROJECT SITE AUSTIN FIRE DEPARTMENT DATE 10/29/21 N AUSTIN WATER DATE © 2018 Microsoft Corporation © 2018 HERE VICINITY MAP SCALE= 1"= 1,000' C.O.A. GRID NO. ML21 (MAPSCO PAGE: 616A) RELATED CASE NUMBER: TAX I.D. NUMBER: 190020 UDA: DOC# 2015161629 SUBMITTAL DATE: 06/14/2019 DESIGN TEAM MEMBERS SURVEYOR: ATS SURVEYORS 4910 W US HWY 290 SERVICE RD AUSTIN, TX 78735 TEL: (512) 328-6995 OWNER: PSW-SPRINGDALE LLC 755 SPRINGDALE RD, AUSTIN, TX 78702 TEL: (512) XXX-XXXX ENGINEER: PSW HOMES, LLC 2003 S. 1ST STREET AUSTIN, TX 78704 TEL: (512) 326-3905 PLAN REVISIONS AND/OR CORRECTIONS DEVELOPMENT SERVICES DEPARTMENT DATE INDUSTRIAL WASTE SITE DEVELOPMENT PERMIT NUMBER TRAFFIC CONTROL PLAN NOTE: DATE DATE THIS NOTE IS BEING PLACED ON THE PLAN SET IN PLACE OF A TEMPORARY TRAFFIC CONTROL STRATEGY WITH THE FULL UNDERSTANDING THAT, AT A MINIMUM OF 6 WEEKS PRIOR TO THE START OF CONSTRUCTION, A TEMPORARY TRAFFIC CONTROL PLAN MUST BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. THE OWNER/ REPRESENTATIVE FURTHER RECOGNIZES THAT A REVIEW FEE, AS PRESCRIBED BY THE MOST CURRENT VERSION OF THE CITY’S FEE ORDINANCE, SHALL BE PAID EACH TIME A PLAN OR PLAN REVISION IS SUBMITTED TO RIGHT OF WAY MANAGEMENT DIVISION FOR REVIEW. THE FOLLOWING MUST BE TAKEN INTO CONSIDERATION WHEN DEVELOPING FUTURE TRAFFIC CONTROL STRATEGIES: · · · PEDESTRIAN AND BICYCLE TRAFFIC ACCESS MUST BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE AUTHORIZED BY RIGHT OF WAY MANAGEMENT. NO LONG-TERM LANE CLOSURES WILL BE AUTHORIZED, UNLESS RIGHT OF WAY MANAGEMENT DETERMINES THAT ADEQUATE ACCOMMODATIONS HAVE BEEN MADE TO MINIMIZE TRAFFIC IMPACT. PROJECT SHOULD BE PHASED SO THAT UTILITY INSTALLATION MINIMALLY IMPACTS EXISTING OR TEMPORARY PEDESTRIAN FACILITIES. AUSTIN FIRE DEPARTMENT DESIGN STANDARDS 2015 INTERNATIONAL FIRE CODE WITH CITY OF AUSTIN LOCAL AMENDMENTS FIRE FLOW DEMAND @ 20 PSI 5,750 GPM INTENDED USE OFFICE / RESIDENTIAL / RESTAURANT CONSTRUCTION CLASSIFICATION V-B, II-B, I-A BUILDING FIRE AREA 74,915 SF AUTOMATIC FIRE SPRINKLER SYSTEM (IF APPLICABLE) NFPA-13, GARAGE COMMERCIAL, NFPA-13R, RESIDENTIAL REDUCED FIRE FLOW DEMAND @ 20 PSI (IF APPLICABLE) 1,500 FIRE HYDRANT FLOW TEST 8/3/2018 FIRE HYDRANT FLOW TEST LOCATION BLK #700 SPRINGDALE RD M R A F E L A D G N R P S I 2 0 7 8 7 X T , N I T S U A . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 N A L P E T I S D E T A D I L O S N O C T E E H S R E V O C N O I T C U R T S N O C R O F T O N - W E I V E R R O F D E U S S I . x x x x x x 0 2 . NO Description Revise (R), Add (A), Void (V) Sheet No.'s Total # of Sheets in Plan Set Net Change Impervious Cover (S.F.) Total Site Impervious Cover (S.F.) (%) City of Austin Approval/ Date Date Imaged HIGH-RISE ALTERNATIVE METHOD OF COMPLIANCE (IF APPLICABLE) NO N/A ZONING: CITY OF AUSTIN FULL PURPOSE JURISDICTION, TRAVIS COUNTY, CS-MU-CO-NP BENCHMARK DATUM: TBM #1- BOX CUT IN TOP CURB ALONG SPRINGDALE ROAD, NEAR SOUTHWEST CORNER SUBJECT TRACT, ELEVATION- 452.39' TBM #2- BOX CUT IN ROCK RETAINING WALL, BRIDGE, ELEVATION- 450.84' LAND USE SUMMARY: GROSS ACERAGE: 4.853 ACRES FLOODPLAIN INFORMATION: THIS PROPERTY DOES NOT LIE WITHIN THE 100-YR FLOODPLAIN ACCORDING TO THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP COMMUNITY PANEL MAP NO. 48453C0465J WATER SERVICE INFORMATION: BUILDING TYPE: MIXED USE RESIDENTIAL BUILDING SIZE: CONSTRUCTION TYPE: CITY OF AUSTIN WATER PRESSURE ZONE: CITY OF AUSTIN WATER & WASTEWATER GRID MAP: AVAILABLE FIRE FLOW DEMAND: FIXTURE UNITS (PER DWELLING): 88,200 74,915 V-B CENTRAL L21-1 2,250 28 II-B COMMERCIAL GARAGE 133,744 I-A LEGAL DESCRIPTION: 4.853 ACRES, BEING LOT 6, 7, AND 8. J. GODWIN JONES SUBDIVISION, A SUBDIVISION IN TRAVIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLOT AS RECORDED IN VOL. 486, PG. 56, DEED RECORDS WATERSHED: THIS PROJECT IS LOCATED IN THE BOGGY CREEK WATERSHED WHICH IS CLASSIFIED AS AN URBAN WATERSHED. THE PROJECT WILL BE DEVELOPED, CONSTRUCTED AND MAINTAINED IN CONFERANCE WITH THE TERMS AND CONDITIONS OF THE CITY OF AUSTIN WATERSHED DEVELOPMENT ORDINANCE. THE APPLICABLE WATER QUALITY ORDINANCE IS CHAPTER 25-8 OF THE CITY LAND DEVELOPEMENT CODE. THIS NOT LOCATED OVER THE EDWARDS AQUIFER. PRINCIPLE ROADWAY TYPE: URBAN NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA, INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACY OF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY CITY ENGINEERS. THE PLAN IS COMPLETE, ACCURATE AND IN COMPLIANCE WITH CHAPTER 25-8 SUBCHAPTER A OF THE LAND DEVELOPMENT CODE. BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THE BIDDER WARRANTS THAT THE BIDDER, AND ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS AND HAVE FOUND THEM COMPLETE AND FREE FROM ANY AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED. THE BIDDER FURTHER WARRANTS THAT TO THE BEST OF HIS OR HER SUBCONTRACTORS AND MATERIAL SUPPLIERS KNOWLEDGE ALL MATERIALS AND PRODUCTS SPECIFIED OR INDICATED HEREIN ARE ACCEPTABLE FOR ALL APPLICABLE CODES AND AUTHORITIES. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAS BEEN BASED UPON RECORD INFORMATION ONLY AND MAY NOT MATCH LOCATIONS AS CONSTRUCTED. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA "ONE CALL" SYSTEM @ 472-2822, OR THE OWNER OF EACH INDIVIDUAL UTILITY, FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UTILITY CROSSING PRIOR TO BEGINNING CONSTRUCTION. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. (OSHA STANDARDS MAY BE PURCHASED FROM THE GOVERNMENT PRINTING OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY NE PURCHASED FROM OSHA, 611 EAST 6TH STREET, AUSTIN, TEXAS). PURSUANT TO 15-12-131 OF THE CITY CODE, THE CONTRACTOR MAY NOT BLOCK, DIRECT, IMPEDE, OR REROUTE PEDESTRIAN AND VEHICULAR TRAFFIC, NOR PLACE A BARRICADE OR OTHER TRAFFIC DEVICE IN A RIGHT- OF- WAY, WITHOUT FIRST OBTAINING A TEMPORARY USE OF RIGHT-OF-WAY PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION. ALL TREES NOT SHOWN TO BE REMOVED ARE TO BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL SIGN AND PAVEMENT MARKINGS TO EXISTING CONDITIONS FOLLOWING THE COMPLETION OF EACH PHASE OF CONSTRUCTION. CONTRACTORS SHALL REFER TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) FOR SIGN AND MARKING DIMENSIONS AND COLORS. THE DISTURBED AREAS WITHIN THE PROJECT SHALL BE REVEGETATED AND ALL PERMANENT EROSION/ SEDIMENTATION CONTROLS COMPLETED PRIOR TO ISSUANCE OF OCCUPANCY PERMITS FOR THIS PHASE 25-8-182 (B). TEMPORARY EROSION/ SEDIMENTATION CONTROLS SHALL BE ADJUSTED AS NEEDED PRIOR TO THIS RELEASE TO INSURE THAT SUBSEQUENT PHASES DISTURBED AREAS ARE ADEQUATELY COVERED. ANY AREA WITHIN THE LIMITED DISTURBANCE OF THE PROJECT WHICH IS NOT ADEQUATELY REVEGETATED SHALL BE BROUGHT INTO COMPLIANCE PRIOR TO THE RELEASE OF THE FINAL PHASE 25-8-184. 10. ALL POTABLE WATER SYSTEM COMPONENTS INSTALLED AFTER JANUARY 4, 2014, SHALL BE ESSENTIALLY "LEAD FREE" ACCORDING TO THE US SAFE DRINKING WATER ACT. EXAMPLES ARE VALVES (CORPORATION STOP, CURB STOP, AND PRESSURE REDUCING), NIPPLES, BUSHINGS, PIPE, FITTINGS AND BACK FLOW PREVENTORS. FIRE HYDRANTS, TAPPING SADDLES AND 2 INCH AND LARGER GATE VALVES ARE THE ONLY COMPONENTS EXEMPT FROM THIS REQUIREMENT. COMPONENTS THAT ARE NOT CLEARLY IDENTIFIED BY THE MANUFACTURER AS MEETING THIS REQUIREMENT EITHER BY MARKINGS ON THE COMPONENT OR ON THE PACKAGING SHALL NOT BE INSTALLED. 11. A CONDITIONAL LETTER OF APPROVAL IS REQUIRED BY AUSTIN ENERGY GREEN BUILDING PROGRAM PRIOR TO BUILDING PERMIT. 12. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENTAL ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MAY BE NECESSARY. 13. THIS SITE PLAN IS SUBJECT TO SUBCHAPTER E OF THE LAND DEVELOPMENT CODE (COMMERCIAL DESIGN STANDARDS). 14. PER AFD, THIS PROJECT WILL INCLUDE A FULL NFPA 13 AUTOMATIC SPRINKLER SYSTEM. 15. ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT LANDOWNERS/DEVELOPER'S EXPENSE. 16. COMPLIANCE WITH BUILDING DESIGN STANDARDS, ARTICLE 3 OF SUBCHAPTER E IS REQUIRED WHICH WILL BE REVIEWED FOR COMPLIANCE DURING BUILDING CODE REVIEW. 17. THE SITE IS COMPOSED OF 3 LOTS OR TRACTS. IT HAS BEEN APPROVED AS ONE COHESIVE DEVELOPMENT IN DOCUMENT #2015161629 OF THE OFFICAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. IF THE LOTS OR PORTIONS OF THE LOTS ARE SOLD, APPLICATION FOR SUBDIVISION AND SITE PLAN APPROVAL MAY BE REQUIRED. 18. THE SITE PLAN IS SUBJECT TO A LIMITATION OF 2,000 TRIPS BY ORDINANCE WITH ZONING CASE C14-2014-0123. 19. THIS SITE IS NOT OVER THE EDWARDS AQUIFER RECHARGE ZONE 20. THE SITE IS COMPOSED OF 3 LOTS OR TRACTS. IT HAS BEEN APPROVED AS ONE COHESIVE DEVELOPMENT IN DOCUMENT #2015161629 OF THE OFFICAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. IF THE LOTS OR PORTIONS OF THE LOTS ARE SOLD, APPLICATION FOR SUBDIVISION AND SITE PLAN APPROVAL MAY BE REQUIRED. 21. A LAND USE COMMISSION ENVIRONMENTAL VARIANCE HAS BEEN GRANTED IN ACCORDANCE WITH LDC 25-8-41 TO ALLOW CONSTRUCTION INA CRITICAL WATER QUALITY ZONE, LDC 25-8-261. CONDITIONS OF THE APPROVAL OF THE VARIANCE AS FOLLOW: 1) SOUTHERN HAMMERHEAD SHIFTED OUTSIDE OF THE CWQZ, AS SHOWN ON SITE PLAN SHEET; AND 2) RIPARIAN RESTORATION PLAN (SHEETS 37 AND 38) . G W D R E V O C - 3 0 7 1 \ N A L P E T I S \ D A C \ G N R E E N G N E I I I L I V C 2 0 \ E L A D G N R P S I 22. PARKLAND DEDICATION HAS BEEN PROVIDED FOR 84 UNITS BY THE RECORDATION OF A PARK EASEMENT AND A CREDIT FOR AMENITIES TO BE CONSTRUCTED. FISCAL SURETY WAS POSTED WITH THE CITY UNTIL SUCH TIME AS THE AMENITIES ARE CONSTRUCTED AND APPROVED BY THE PARKS AND RECREATION DEPARTMENT. 23. PARTICIPATION IN THE REGIONAL STORMWATER MANAGEMENT PROGRAM THROUGH PAYMENT WAS GRANTED FOR THIS SITE PLAN ON APRIL 1, 2021 BY THE CITY OF AUSTIN WATERSHED PROTECTION DEPARTMENT, OFFICE OF THE DIRECTOR. THE RSMP CASE NUMBER FOR THIS PROJECT IS RS-2021-0011R. CITY OF AUSTIN WATER AND WASTEWATER UTILITY SPECIAL SERVICES DIVISION (512) 972-1060 24. THIS SITE HAS OBTAINED A TEMPORARY USE PERMIT (PERMIT # ___________) FOR A STAGING AND STORAGE AREA LOCATED AT 745 MANSELL AVE., AUSTIN, 78702. EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED FOR THIS AREA AND TO BE MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. FISCAL SURETY MAY NOT BE RELEASED UNTIL REVEGETATION IS COMPLETE FOR THE AREA COVERED BY THIS PERMIT. THIS PROJECT HAS PRIVATE HYDRANTS LOCATED WITHIN THE PROPERTY. THE PROPERTY OWNER IS REQUIRED TO COMPLY WITH AUSTIN FIRE CODE. FAILURE TO COMPLY MAY RESULT IN CIVIL AND/OR CRIMINAL REMEDIES AVAILABLE TO THE CITY. THE PERFORMANCE OF THIS OBLIGATION SHALL ALWAYS REST WITH THE OWNER OF RECORD. FIRE HYDRANTS ON PRIVATE PROPERTY ARE REQUIRED TO BE SERVICED, MAINTAINED AND FLOWED ANNUALLY, USING A CONTRACTOR REGISTERED WITH THE CITY TO PROVIDE THE SERVICE. THIS PROJECT INCLUDES 2 PRIVATE HYDRANTS. - 3 0 7 1 \ : P : n o i t a c o L - A T A D E L I F E L T I T N O I S I V E R x 0 . V E R S R : Y B N W A R D C E : Y B D E K C E H C S N O I S I V E R T E S 3 0 7 1 : R E B M U N T C E J O R P M R A F E L A D G N R P S I : E M A N T C E J O R P , D R E L A D G N R P S I 5 5 7 . E V A L L E S N A M 0 4 7 & 2 0 7 8 7 X T , N I T S U A PAGE NUMBER: 1 of 44 1 of 44 SP-2019-0253C SITE PLAN APPROVAL SHEET ________________ FILE NUMBER: _______________ APPLICATION DATE: JUNE 14, 2019 APPROVED BY COMMISSION ON ________ UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) ______________ CASE MANAGER: JEREMY SILTALA PROJECT EXPIRATION DATE ___________________DWPZ ________ DDZ ____ ______________________________________________________________________________________ Director, DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE:__________________ ZONING CS-MU-CO-NP Rev. 1 __________________________________ Correction 1 _______________________________ Rev. 2 __________________________________ Correction 2 _______________________________ Rev. 3 __________________________________ Correction 3 _______________________________ FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT THE TIME OF FILING, CONSTRUCTION (IF A BUILDING IS NOT REQUIRED), TO THE PROJECT EXPIRATION DATE. SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT AND ALL REQUIRED BUILDING PERMITS AND/OR NOTICE OF MUST ALSO BE APPROVED PRIOR SP-2019-0253C 11/10/2021Alfredo TorresFO/OM01/04/2022REVIEWED BY THE AUSTIN WATER UTILITYAPPLIES ONLY TO FACILITIES WITHINPUBLIC STREETS OR PUBLIC UTILITYEASEMENTS. ALL OTHER WATER ANDWASTEWATER FACILITIES INSIDE PRIVATEPROPERTY ARE UNDER THE JURISDICTION OF BUILDING INSPECTION.ALL RESPONSIBILITY FOR THE ADEQUACYOF THESE PLANS REMAINS WITH THEENGINEER. REVIEW OF THESE PLANS BYTHE CITY OF AUSTIN DOES NOT REMOVEDTHESE RESPONSIBILITIES.AWAWAUSTIN WATER EXPIRATION DATEJanuary 04, 2025AWAWAWAWAWAWAWAWAWAWAWAWAWAWJan. 04, 202202/22/2022Renee Johns02/23/2202/23/2202/23/2515 SP-2019-0253C(XT2) - Springdale Farm16 of 24 EXIST. FIRE HYDRANT WITHIN 500' OF EXTERIOR WALLS FIRE ACCESSS DRIVE SIGN EXIST. POWER POLE TO BE RELOCATED 25' WIDE DUAL SWING BARRIER GATE WITH KNOX BOX SEE SHEET 30 FOR DETAILS INSTALL MOUNTABLE CURB AT FIRE LANE ENTRANCE LOC LOC WW WWL CO C O L WL 7023 7020 INSTALL 6" THICK EXTRA STRENGTH SIDEWALK SEE SHEET 30 FOR DETAILS LOC GEOBLOCK FIRE ACCESS UE WWL UE WL G T . . WL T SEE SHEET 30 FOR GEOBLOCK FIRE ACCESS DETAILS 7018 7019 THIS AREA REQUIRES NATIVE GRASSLAND SEEDING AND PLANTING PER CITY OF AUSTIN STANDARD SPECIFICATION 609S.6, INCLUDING TOPSOIL AND SEED BED PREPARATION, TEMPORARY IRRIGATION, AND WEED MAINTENANCE LOC LOC 1000010001 LOC 10002 LOC LOC LOC CO CO CO NORTH WQ POND CO CO CO 10012 10008 10004 7072 10005 PARKLAND WAY-FINDING SIGN, TYP. N LOC ACCESSIBLE ROUTE T T C O L PROP. TRANSFORMER SCALE IN FEET 40 20 0 40 PROPOSED ELECTRIC EASEMENT DOC.# 2021118306 GL TIE TO EXIST. SIDEWALK C O L L W WITHIN TREE EXIST. SIDEWALK C 1 2 CRZ O TO REMAIN L WW L W L W C O L INSTALL LOADING ZONE SIGN PER C.O.A. DETAIL TIE TO EXIST. SIDEWALK PARKING WITH 45'LONG REPLACE STREET C O LOADING ZONE L CO 8902 (H) K C A B T E S Y T I L I B I T A P 6008 M (H) O C ' 5 2 FDM BFP B F P I R RESTAURANT 2,168 SF BUILDING 7 FFE: 458.00 7075 (H) 8901 (H) 6009 (H) WWL CO 5312 WWL ACCESSIBLE ROUTE CO 6071 (H) PROP CONDOS UNIT B3(a)-6214 UNIT A3(a)-6114 742 SF PROP CONDOS UNIT B3-6213 UNIT A3-6113 742 SF PROP CONDO UNIT B2-6112 625 SF PROP CONDO UNIT A10-6111 492 SF PROP CONDO UNIT B2-6110 625 SF PROP CONDO UNIT A10-6109 492 SF PROP CONDO UNIT B2-6108 625 SF BUILDING 6 FFE: 455.00 PROP CONDO UNIT A12(c)-6107 PROP CONDO UNIT A12(d)-6106 491 SF 491 SF PROP CONDOS UNIT B5(c)-6201 UNIT A2(c)-6101 625 SF 5308 (H) PROP CONDOS UNIT A14-6202 UNIT S1-6102 PROP CONDOS UNIT B5(b)-6203 UNIT A2(b)-6103 500 SF 625 SF PROP CONDOS UNIT A14-6204 UNIT S1-6104 500 SF PROP CONDOS UNIT C2-6105 625 SF SURFACE INLET DRAIN, TYP. 5161 (H) PROP. ELEVATORS T CO 6007 6006 PROP. BIKE PARKING (H) WITH 8 SPACES G.T. ENTRANCE TO BUILDING COVERED VIA SECOND FLOOR OVERHANG 14' WIDE P.A.R.D. EASEMENT DOC.# 2021115623 ENTRANCE TO BUILDING COVERED VIA SECOND FLOOR OVERHANG PROP OFFICE/RETAIL 15,401.26 SF BUILDING 8 FFE: 455.00 RIPARIAN RESTORATION AREA SEE SHEETS 37 AND 38 SEE NOTE 22 THIS SHEET 8' PARKLAND TRAIL 5162 (H) FOOTPRINT OF UNDERGROUND GARAGE LOC T C LO 5167 5165 5166 5163 5164 LOC EXISTING POWERPOLE RELOCATION PROPOSED 7' PERMANENT ACCESS EASEMENT DOC.# 2021051333 C O L TYPE II DRIVEWAY WW CO MOUNTABLE CURB AT FIRE LANE LOC INSTALL 6" THICK EXTRA STRENGTH SIDEWALK SEE SHEET 30 FOR DETAILS L W ENCLOSED TRASH AREA E U L W GARAGE ENTRANCE/EXIT DD D D FIRE RISER WL WL UE T WW LOC UE GEOBLOCK FIRE ACCESS FM T WL T LOC FM EMERGENCY VEHICLE ACCESS EASMENT (16'X77') DOC.# 2021115622 WL FM LOC PROP. TRANSFORMERS 8' PARKLAND TRAIL 6036 LOC 6037 5339 5338 6038 WL FM LOC 25' COMPATIBILITY SETBACK LOC LOC FM WL LOC FIRE ACCESSS DRIVE SIGN SEE SHEET 30 FOR GEOBLOCK FIRE ACCESS DETAILS CREEK CENTERLINE EXIST. FIRE HYDRANT WITHIN 500' OF EXTERIOR WALLS SOUTH WQ POND W CO C O C O CO CO CO FM WL LOC 5185 FM WL LOC CO 100YR FLOODPLAIN SUMP PUMP, TYP. SEE SHEET 30 FOR GEOBLOCK FIRE ACCESS DETAILS RIPARIAN RESTORATION AREA SEE SHEETS 37 AND 38 SEE NOTE 22 THIS SHEET PROP. FARM STORAGE LOC LOC 14' WIDE P.A.R.D. EASEMENT DOC.# 2021115623 25' COMPATIBILITY SETBACK C O L 7073 LOC 7071 7070 LOC LOC 6104 8' PARKLAND TRAIL LOC 6102 LOC LOC EXISTING DRIVEWAY TO REMAIN. WILL BE REPAVED FOR ADA COMPLIANCE 6103 PARKLAND WAY-FINDING SIGN, TYP. FM FOOTPRINT OF UNDERGROUND GARAGE ACCESSIBLE ROUTE T PROP. ELEVATOR WWL CO GP CO PROP CONDOS UNIT A11-2309 UNIT A5-2209 UNIT A6-2109 500 SF L W W PROP CONDOS UNIT C2-4106 625 SF PROP CONDO UNIT B5(a)-5101 631 SF E U PROP CONDOS UNIT B5 (d)-5202 UNIT A1-5102 618 SF E U E U PROP CONDOS UNIT A14 (c)-5203 UNIT S1 (c)-5103 524 SF PROP CONDOS UNIT B5(d)-5204 UNIT A1-5104 618 SF BUILDING 5 FFE: 452.50 PROP CONDOS UNIT A14(d)-5205 UNIT S1 (d)-5105 524 SF C O L C O L PROP CONDOS UNIT B6-4203 UNIT A4-4103 902 SF PROP CONDOS UNIT A13 (a)-4302 UNIT A7(a)-4202 UNIT A9(a)-4102 1,005 SF BUILDING 4 FFE: 452.50 PROP CONDOS UNIT A16-4301 UNIT A8-4201 UNIT B1-4101 1,016 SF WWL PROP. BIKE PARKING WITH 5 SPACES GARAGE ENTRANCE/EXIT E U C O L PROP CONDOS UNIT A11-2309 UNIT A5-2209 UNIT A6-2109 992 SF PROP CONDOS UNIT C1-2108 500 SF PROP CONDOS UNIT A13-2307 UNIT A7-2207 UNIT A9-2107 1,005 SF PROP CONDO UNIT C1(a)-2106 500 SF PROP. ELEVATOR M F BUILDING 2 FFE: 452.50 PROP CONDOS UNIT B5-2202 UNIT A2-2102 625 SF PROP CONDOS UNIT A14(b)-2203 UNIT S1(b)-2103 500 SF PROP CONDOS UNIT A13-2304 UNIT A7-2204 UNIT A9-2104 1,005 SF PROP CONDOS UNIT A15(a)-2205 UNIT S1(a)-2105 500 SF L W W PROP CONDOS UNIT B5(a)-3208 UNIT A2(a)-3108 625 SF PROP CONDOS UNIT A15-3207 UNIT S2-3107 625 SF BUILDING 3 FFE: 452.50 PROP CONDOS UNIT B5-3206 UNIT A2-3106 625 SF PROP CONDO UNIT C2-3105 618 SF E U PROP CONDOS UNIT A15(a)-3201 UNIT S2(a)-3101 625 SF PROP CONDOS UNIT B5-3202 UNIT A2-3102 625 SF PROP CONDOS UNIT A15-3203 UNIT S2-3103 625 SF L W PROP CONDOS UNIT B5(a)-3204 UNIT A2(a)-3104 625 SF C O L C O L GL PROP CONDO UNIT A14(a)-2201 500 SF T FM E U PROP CONDO UNIT A12(b)-1110 631 SF PROP CONDO UNIT B4-1109 631 SF PROP CONDO UNIT B4-1108 504 SF PROP CONDO UNIT B4-1107 631 SF PROP CONDO UNIT B4-1106 631 SF PROP CONDO UNIT A12-1105 504 SF BUILDING 1 FFE: 452.50 PROP CONDO UNIT B4-1104 631 SF PROP CONDO UNIT B4-1103 631 SF PROP CONDO UNIT B4-1102 631 SF PROP CONDO UNIT A12(a)-1101 491 SF LOC 6135 UE WL LOC GEOBLOCK FIRE ACCESS WL UE UE LOC WL UE LOC WL UE LOC STANDARD CURB AND GUTTER TO BE INSTALLED PROPOSED ELECTRIC EASEMENT DOC.# 2021118306 TYPE II DRIVEWAY PROP. FIRE HYDRANT WITHIN 500' OF EXTERIOR WALLS PROP. FIRE HYDRANT WITHIN 500' OF EXTERIOR WALLS PROP. DUMPSTER PADS C O L E U E U L W FIRE RISER D D UE INSTALL MOUNTABLE CURB AT FIRE LANE ENTRANCE C O L L G C O L GEOBLOCK AREA C O L FIRE ACCESSS DRIVE SIGN LOC C O L C O L L G EXIST. POWERPOLE TO BE REMOVED 25' WIDE DUAL SWING BARRIER GATE WITH KNOX BOX SEE SHEET 30 FOR DETAILS INSTALL 6" THICK EXTRA STRENGTH SIDEWALK SEE SHEET 30 FOR DETAILS EXIST. POWER POLE TO BE RELOCATED INSTALL 5' WIDE CONCRETE SIDEWALK ALONG MANSELL AVENUE CONNECT TO EXIST. SIDEWALK ON GONZALES STREET SEE SHEET 30 FOR DETAILS C O L C O L C O L C O L C O L C O L C O L L G C O L C O L L G C O L C O L EXIST. FIRE HYDRANT WITHIN 500' OF EXTERIOR WALLS 25. SERVICE COMMITMENT FROM A COMMERCIAL TRASH SERVICE MUST BE PROVIDED INDICATING THEY CAN PROVIDE SERVICE.THE LETTER SHOULD ADDRESS THE MINIMUM CLEARANCE REQUIREMENT FOR THE SERVICE VEHICLES. CONNECTIVITY OPTIONS: 1. AT LEAST 10% OF THE PROVIDED PARKING IS UNDERGROUND. 2. PROVIDE INDOOR BICYCLE STORAGE IN PARKING GARAGE. 3. ENHANCED PHYSICAL FITNESS OPPORTUNITIES MULTI-MODAL CONNECTIVITY BY PROVIDING SHOWER AND LOCKER FACILITIES FOR EMPLOYEES AND INCREASE REQUIRED BICYCLE PARKING BY 10% . G W D N A L P - E T I S - 3 0 7 1 \ N A L P E T I S \ D A C \ G N R E E N G N E I I I L I V C 2 0 \ E L A D G N R P S I - 3 0 7 1 \ : P : n o i t a c o L - A T A D E L I F NOTES: 1. 2. 3. 4. 5. 6. ALL EXTERNAL LIGHTING WILL BE FULLY CUT-OFF OR FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E2.5 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 2.5.2E. COMPLIANCE WITH THE COMMERCIAL AND MULTI-FAMILY RECYCLING ORDINANCE IS MANDATORY FOR MULTI-FAMILY COMPLEXES AND BUSINESSES AND OFFICE BUILDINGS. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. ALL EXTERIOR LIGHTING WILL BE HOODED OR SHIELDED FROM THE VIEW OF ADJACENT RESIDENTIAL PROPERTY. ALL DUMPSTER 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. 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. 7. UNDERGROUND MAINS FEEDING NFPA 13 SPRINKLER SYSTEMS MUST BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 13, AND THE FIRE CODE, BY A LICENSED SPRINKLER CONTRACTOR WITH A PLUMBING PERMIT. THE ENTIRE MAIN MUST BE HYDROSTATICALLY TESTED AT ONE TIME, UNLESS ISOLATION VALVES ARE PROVIDED BETWEEN TESTED SECTIONS. 8. THERE ARE 1 ACCESSIBLE UNIT PROPOSED. THE UNIT IS LOCATED ON THE GROUND FLOOR WITH A DEDICATED PARKING SPOT IN THE PARKING GARAGE. 9. EXTERIOR LIGHTING ABOVE THE SECOND FLOOR IS PROHIBITED IN THE GO, LR, GR, CS, OR CS-1 ZONING DISTRICTS, WHEN ADJACENT SF-5 OR MORE RESTRICTIVE ZONING DISTRICT (SECTION 25-2-585. 19. EXISTING SIDEWALKS TO REMAINHAVE BEEN VERIFIED TO COMPLY WITH THE APPLICABLE VERSION OF THE TEXAS ACCESSIBILITY STANDARDS, FEDERAL ADA REQUIREMENTS, AND CITY OF AUSTIN STANDARDS. 10. WATER AND WASTEWATER SERVICES WILL BE PROVIDED BY THE CITY OF AUSTIN. 11. ALL EXITING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPT. 12. NO CERTIFICATE OF OCCUPANCY MAY BE ISSUED FOR THE PROPOSED RESIDENTIAL CONDOMINIUM PROJECT UNTIL THE OWNER OR OWNERS OF THE PROPERTY HAVE COMPILED WITH CHAPTER 81 AND 82 OF THE PROPERTY CODE OF THE STATE OF TEXAS OR ANY OTHER STATUTES ENACTED BY THE STATE CONCERNING CONDOMINIUMS. 13. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. [ANSI 403.3] 14. ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. [ANSI 403.3] 15. 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. 16. PARKING IS TO BE LEASED SEPARATELY FROM DWELLING UNITS. 17. THE NOISE LEVEL OF MECHANICAL EQUIPMENT WILL NOT EXCEED 70 DBA AT THE PROPERTY LINE ADJACENT TO RESIDENTIAL USES [25-2-1067] 18. THE SITE IS COMPOSED OF 3 LOTS OR TRACTS. IT HAS BEEN APPROVED AS ONE COHESIVE DEVELOPMENT IN DOCUMENT #2015161629 OF THE OFFICAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS. IF THE LOTS OR PORTIONS OF THE LOTS ARE SOLD, APPLICATION FOR SUBDIVISION AND SITE PLAN APPROVAL MAY BE REQUIRED. 20. VEGETATIVE SCREENING, BERMS, FENCES, OR YARDS 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 [25-2-1066]. 21. NONE OF THE ON-STREET SPACES ARE RESERVED FOR THE DEVELOPMENT AND MAY BE USED BY ANY MEMBER OF THE PUBLIC. THE DEVELOPER MUST BE AWARE THAT THEY CAN COUNT ON-STREET SPACES AT THEIR OWN RISK; THE SPACES MAY BE REMOVED AT ANY TIME FOR ANY REASON AND THE CITY OF AUSTIN WILL NOT RELOCATE DISPLACED ON-STREET PARKING. IN ADDITION, IF THE ADJOINING STREET APPLIES FOR AND RECEIVES RESIDENTIAL PERMIT PARKING, THE PARKING FOR THE DEVELOPMENT WILL NOT COUNT AS RESIDENTIAL PARKING AND THE RESIDENTS WILL NOT RECEIVE RESIDENTIAL PARKING PERMITS. IN ACCORDANCE WITH 22. A LAND USE COMMISSION ENVIRONMENT VARIANCE HAS BEEN GRANTED TO ALLOW CONSTRUCTION IN A CRITICAL WATER QUALITY ZONE, LDC 25-8-261. CONDITIONS OF THE APPROVAL OF THE VARIANCE AS FOLLOW: 1) SOUTHERN HAMMERHEAD MOVED OUTSIDE OF THE CWQZ, AS SHOWN ON THE SITE PLAN SHEET; AND 2) RIPARIAN RESTORATION PLAN (SHEETS 37 AND 38) LDC 25-8-41 23. TRASH CONTAINERS SHALL NOT BE SIDE UNATTENDED. SIGNS MUST BE POSTED ON THE BUILDING OR AT A LOCATION THAT INDICATING THAT TRASH CONTAINERS MAY NOT BE LEFT AT CURBSIDE. THE SIGN SHALL INDICATE THE CITY OF AUSTIN’S CODE ENFORCEMENT PHONE NUMBER FOR THE PUBLIC TO REPORT VIOLATIONS. IS PUBLICLY VISIBLE LEFT AT CURB 24. A RESTRICTIVE COVENANT MAY BE REQUIRED FOR ENFORCEMENT PURPOSES. LEGEND PROPERTY BOUNDARY RIGHT OF WAY CREEK CENTERLINE EX. EASEMENTS EX. GAS LINE EX. GUY WIRE EX. FIRE HYDRANT EX. OVERHEAD EX. POWER POLE EX. SIGN EX. WATERLINE EX. WATER GATE VALVE EX. WATER METER EX. WASTEWATER LINE EX. WASTEWATER CLEANOUT EX. WASTEWATER MANHOLE PROP. EASEMENTS PROP. ADA PATH PROP. FIRE HYDRANT PROP. GAS LINE PROP. ELECTRIC UNDERGROUND PROP. SIDEWALK ADA/TAS COMPLIANT TRAIL PROP. FARMING PROP. GEOBLOCK PROP. WOOD DECK EXIST. SIDEWALK TO REMAIN RIPARIAN RESTORATION AREA PROP. TRAIL SIGN PROP. SIGN PROP. STORM SEWER LINE PROP. WATERLINE PROP. WATER GATE VALVE PROP. WATER METER GL UE GL UE T SSL WL SSL WL WWL WWL PROP. WASTEWATER LINE CO WW PROP. WASTEWATER CLEANOUT PROP. WASTEWATER MANHOLE TREES TO REMAIN (H) HERITAGE TREES T D TRANSFORMER DUMPSTER 10 of 44 SP-2019-0253C SITE PLAN APPROVAL SHEET ________________ FILE NUMBER: _______________ APPLICATION DATE: JUNE 14, 2019 APPROVED BY COMMISSION ON ________ UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) ______________ CASE MANAGER: JEREMY SILTALA PROJECT EXPIRATION DATE ___________________DWPZ ________ DDZ ____ ______________________________________________________________________________________ Director, DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE:__________________ ZONING CS-MU-CO-NP Rev. 1 __________________________________ Correction 1 _______________________________ Rev. 2 __________________________________ Correction 2 _______________________________ Rev. 3 __________________________________ Correction 3 _______________________________ FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT THE TIME OF FILING, CONSTRUCTION (IF A BUILDING IS NOT REQUIRED), TO THE PROJECT EXPIRATION DATE. SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT AND ALL REQUIRED BUILDING PERMITS AND/OR NOTICE OF MUST ALSO BE APPROVED PRIOR SP-2019-0253C i . s g n w a r d e s e h t o t t h g i r y p o c f o s t h g i r l l a r o e g a s u , s n o i t a c i f i d o m , n o i t a r e t l a l s d o h S E M O H W S P , s n o i t c u d o r p e r y n A t u o h t i w r u c c o t o n y a m s t n e m u c o d r e h t o o t n i n o i t a r o p r o c n i . S E M O H W S P f o n o i s s i m r e p n e t t i r w r o i r p e h t 9 8 1 5 1 # M R I F E P B T S E M O H W S P 2 1 0 2 © . l m o c e t a t s e a e r w s p w w w . C L L S E M O H W S P t e e r t S t s 1 S 3 0 0 2 4 0 7 8 7 X T , n i t s u A . 5 0 9 3 6 2 3 2 1 5 . . 5 7 1 8 6 6 8 8 8 8 . . p . f M R A F E L A D G N R P S I 2 0 7 8 7 X T , N I T S U A . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 N A L P E T I S D E T A D I L O S N O C N A L P E T I S L L A R E V O 10/29/21 N O I T C U R T S N O C R O F T O N - W E I V E R R O F D E U S S I . x x x x x x 0 2 . E L T I T N O I S I V E R x 0 . V E R S R : Y B N W A R D C E : Y B D E K C E H C S N O I S I V E R T E S 3 0 7 1 : R E B M U N T C E J O R P . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 2 0 7 8 7 X T , N I T S U A M R A F E L A D G N R P S I : E M A N T C E J O R P PAGE NUMBER: 10 of 44 November 10, 2021 Dalila LoiacomoIndustrial WasteJanuary 04, 2022Alfredo TorresAustin Water UtilityM. Lewis01/04/202202/22/202215 SP-2019-0253C(XT2) - Springdale Farm17 of 24 10012 10008 10004 7072 10005 PROP. BACK RACK (3'X8') 5161 (H) 7073 7071 14.00 WIDE P.A.R.D. EASEMENT DOC# 2021115623 PROPOSED DRAINAGE EASEMENT DOC. # 2021051335 7070 6104 N 8.00 LF ELECTRIC EASEMENT DOC#2021118306 SCALE IN FEET 40 20 0 40 7020 7019 7018 7023 1000010001 10002 STORAGE 9.00 17.00 T S U A H X E 7075 (H) 23.00 17.00 5308 (H) 6071 (H) VAN 17.50 9.00 9.00 STORAGE 17.00 VAN 17.50 25.00 9.00 9.00 STORAGE 9.00 9.00 9.00 8.19 VAN 13.10 6.72 17.50 9.00 5162 (H) 9.00 14.00 WIDE P.A.R.D. EASEMENT DOC# 2021115623 25.00 5163 5164 5167 5165 5166 6102 6103 17.00 PROP. BACK RACK (3'X8') GARAGE RAMP DOWN STORAGE 17.00 9.00 9.00 17.00 9.00 4.00 23.00 STORAGE VAN 17.00 9.00 17.00 9.00 6036 5339 5338 6037 6038 4.83 9.00 INTAKE 9.00 GARAGE RAMP DOWN 9.00 17.00 5.00 5185 6135 23.00 9.00 17.00 7.00 LF PUBLIC PERMANENT EASEMENT DOC# 2021051333 8901 (H) 6009 (H) 8902 (H) 15.00 LF ELECTRIC EASEMENT DOC#2021118306 6008 (H) 6007 5312 6006 (H) 9.00 17.50 9.00 17.50 25.00 EXCLUSIVE WATERLINE VAULT EASEMENT 25'X21' DOC# 2021051334 17.50 9.00 17.50 STORAGE STORAGE 1 5 5 2 . D O W N R A M P G A R A G E EMERGENCY VEHICLE ACCESS EASEMENT EASEMENT (16'X77') DOC# 2021115622 . G W D N A L P - E T I S - 3 0 7 1 \ N A L P E T I S \ D A C \ G N R E E N G N E I I I L I V C 2 0 \ E L A D G N R P S I - 3 0 7 1 \ : P : n o i t a c o L - A T A D E L I F LEGEND PROPERTY BOUNDARY RIGHT OF WAY CREEK CENTERLINE CALCULATED POINT IRON PIPE FOUND IRON ROD FOUND EX. EASEMENTS EX. MAJOR CONTOUR EX. MINOR CONTOUR EX. GAS LINE EX. GUY WIRE EX. FIRE HYDRANT EX. OVERHEAD EX. POWER POLE PROP. EASEMENTS TREES TO REMAIN i . s g n w a r d e s e h t o t t h g i r y p o c f o s t h g i r l l a r o e g a s u , s n o i t a c i f i d o m , n o i t a r e t l a l s d o h S E M O H W S P , s n o i t c u d o r p e r y n A t u o h t i w r u c c o t o n y a m s t n e m u c o d r e h t o o t n i n o i t a r o p r o c n i . S E M O H W S P f o n o i s s i m r e p n e t t i r w r o i r p e h t 9 8 1 5 1 # M R I F E P B T S E M O H W S P 2 1 0 2 © . l m o c e t a t s e a e r w s p w w w . C L L S E M O H W S P t e e r t S t s 1 S 3 0 0 2 4 0 7 8 7 X T , n i t s u A . 5 0 9 3 6 2 3 2 1 5 . . 5 7 1 8 6 6 8 8 8 8 . . p . f (H) HERITAGE TREES 10/29/21 PROP. ADA PATH NOTES: 1. 2. 3. 4. THERE IS 1 ACCESSIBLE UNIT PROPOSED. THE UNIT IS LOCATED ON THE GROUND FLOOR WITH A DEDICATED PARKING SPOT IN THE PARKING GARAGE. EACH COMPACT PARKING SPACE/AISLE WILL BE SIGNED "SMALL CAR ONLY." LDC 25-6-475 SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. [ANSI 403.3] ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. [ANSI 403.3] 5. PARKING IS TO BE LEASED SEPARATELY FROM DWELLING UNITS. 6. MINIMUM VERTICAL CLEARANCE 98" MUST BE PROVIDED FOR VAN-ACCESSIBLE PARKING SPACES AND ALONG THE VEHICULAR ROUTE THERETO. 7. BICYCLE PARKING SHALL BE AT LEAST 6 FEET LONG AND 3 FEET WIDE, AND OVER HEAD CLEARANCE IN COVERED SPACES SHALL BE A MINIMUM OF 7 FEET(FIGURE 4-15) [4.5.6.B.3]. M R A F E L A D G N R P S I 2 0 7 8 7 X T , N I T S U A . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 N A L P E T I S D E T A D I L O S N O C T U O Y A L 1 L E V E L E G A R A G N O I T C U R T S N O C R O F T O N - W E I V E R R O F D E U S S I . x x x x x x 0 2 . E L T I T N O I S I V E R x 0 . V E R S R : Y B N W A R D C E : Y B D E K C E H C S N O I S I V E R T E S 3 0 7 1 : R E B M U N T C E J O R P . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 2 0 7 8 7 X T , N I T S U A M R A F E L A D G N R P S I : E M A N T C E J O R P PAGE NUMBER: 13 of 44 13 of 44 SP-2019-0253C SITE PLAN APPROVAL SHEET ________________ FILE NUMBER: _______________ APPLICATION DATE: JUNE 14, 2019 APPROVED BY COMMISSION ON ________ UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) ______________ CASE MANAGER: JEREMY SILTALA PROJECT EXPIRATION DATE ___________________DWPZ ________ DDZ ____ ______________________________________________________________________________________ Director, DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE:__________________ ZONING CS-MU-CO-NP Rev. 1 __________________________________ Correction 1 _______________________________ Rev. 2 __________________________________ Correction 2 _______________________________ Rev. 3 __________________________________ Correction 3 _______________________________ FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT THE TIME OF FILING, CONSTRUCTION (IF A BUILDING IS NOT REQUIRED), TO THE PROJECT EXPIRATION DATE. SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT AND ALL REQUIRED BUILDING PERMITS AND/OR NOTICE OF MUST ALSO BE APPROVED PRIOR SP-2019-0253C 02/22/202215 SP-2019-0253C(XT2) - Springdale Farm18 of 24 10012 10008 10004 7072 10005 10012 10008 10004 7072 10005 8.00 LF ELECTRIC EASEMENT DOC#2021118306 10012 10008 10004 7072 10005 8.00 LF ELECTRIC EASEMENT DOC#2021118306 7073 7071 14.00 WIDE P.A.R.D. EASEMENT DOC# 2021115623 7073 7071 14.00 WIDE P.A.R.D. EASEMENT DOC# 2021115623 7073 7071 14.00 WIDE P.A.R.D. EASEMENT DOC# 2021115623 PROPOSED DRAINAGE EASEMENT DOC. # 2021051335 7070 6104 PROPOSED DRAINAGE EASEMENT DOC. # 2021051335 7070 6104 PROPOSED DRAINAGE EASEMENT DOC. # 2021051335 7070 6104 6102 6103 6102 6103 6102 6103 9.00 17.00 9.00 17.00 9.00 17.00 9.00 17.00 23.00 23.00 9.00 17.00 9.00 17.00 9.00 9.00 17.00 9.00 17.00 9.00 17.00 17.00 GARAGE RAMP DOWN 23.00 9.00 9.00 17.00 9.00 9.00 STORAGE 6135 GARAGE RAMP DOWN 23.00 9.00 9.00 17.00 9.00 9.00 STORAGE 6135 18.44 23.00 4.17 17.00 9.00 17.00 23.00 GARAGE RAMP UP STORAGE 4.95 9.00 17.00 6135 EAST GARAGE: LEVEL 2 EAST GARAGE: LEVEL 3 EAST GARAGE: LEVEL 4 NOTES: 1. 2. 3. 4. THERE IS 1 ACCESSIBLE UNIT PROPOSED. THE UNIT IS LOCATED ON THE GROUND FLOOR WITH A DEDICATED PARKING SPOT IN THE PARKING GARAGE. EACH COMPACT PARKING SPACE/AISLE WILL BE SIGNED "SMALL CAR ONLY." LDC 25-6-475 SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. [ANSI 403.3] ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. [ANSI 403.3] 5. PARKING IS TO BE LEASED SEPARATELY FROM DWELLING UNITS. . G W D N A L P - E T I S - 3 0 7 1 \ N A L P E T I S \ D A C \ G N R E E N G N E I I I L I V C 2 0 \ E L A D G N R P S I 6. MINIMUM VERTICAL CLEARANCE FOR VAN-ACCESSIBLE PARKING SPACES AND ALONG THE VEHICULAR ROUTE THERETO. 98" MUST BE PROVIDED 7. BICYCLE PARKING SHALL BE AT LEAST 6 FEET LONG AND 3 FEET WIDE, AND OVER HEAD CLEARANCE IN COVERED SPACES SHALL BE A MINIMUM OF 7 FEET(FIGURE 4-15) [4.5.6.B.3]. - 3 0 7 1 \ : P : n o i t a c o L - A T A D E L I F N 8.00 LF ELECTRIC EASEMENT DOC#2021118306 SCALE IN FEET 40 20 0 40 C L L i . s g n w a r d e s e h t o t t h g i r y p o c f o s t h g i r l l a r o e g a s u , s n o i t a c i f i d o m , n o i t a r e t l a l s d o h S E M O H W S P , s n o i t c u d o r p e r y n A t u o h t i w r u c c o t o n y a m s t n e m u c o d r e h t o o t n i n o i t a r o p r o c n i . S E M O H W S P f o n o i s s i m r e p n e t t i r w r o i r p e h t 9 8 1 5 1 # M R I F E P B T S E M O H W S P 2 1 0 2 © S E M O H W S P t e e r t S t s 1 S 3 0 0 2 4 0 7 8 7 X T , n i t s u A . 5 0 9 3 6 2 3 2 1 5 . . 5 7 1 8 6 6 8 8 8 8 . . p . f . l m o c e t a t s e a e r w s p w w w . M R A F E L A D G N R P S I 2 0 7 8 7 X T , N I T S U A . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 N A L P E T I S D E T A D I L O S N O C T U O Y A L 4 D N A , 3 , 2 L E V E L E G A R A G 10/29/21 N O I T C U R T S N O C R O F T O N - W E I V E R R O F D E U S S I . x x x x x x 0 2 . E L T I T N O I S I V E R x 0 . V E R S R : Y B N W A R D C E : Y B D E K C E H C S N O I S I V E R T E S 3 0 7 1 : R E B M U N T C E J O R P . E V A L L E S N A M 0 4 7 & , D R E L A D G N R P S I 5 5 7 2 0 7 8 7 X T , N I T S U A M R A F E L A D G N R P S I : E M A N T C E J O R P PAGE NUMBER: 14 of 44 LEGEND PROPERTY BOUNDARY RIGHT OF WAY CREEK CENTERLINE CALCULATED POINT IRON PIPE FOUND IRON ROD FOUND EX. EASEMENTS EX. MAJOR CONTOUR EX. MINOR CONTOUR EX. GAS LINE EX. GUY WIRE EX. FIRE HYDRANT EX. OVERHEAD EX. POWER POLE PROP. EASEMENTS TREES TO REMAIN (H) HERITAGE TREES PROP. ADA PATH 14 of 44 SP-2019-0253C SITE PLAN APPROVAL SHEET ________________ FILE NUMBER: _______________ APPLICATION DATE: JUNE 14, 2019 APPROVED BY COMMISSION ON ________ UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) ______________ CASE MANAGER: JEREMY SILTALA PROJECT EXPIRATION DATE ___________________DWPZ ________ DDZ ____ ______________________________________________________________________________________ Director, DEVELOPMENT SERVICES DEPARTMENT RELEASED FOR GENERAL COMPLIANCE:__________________ ZONING CS-MU-CO-NP Rev. 1 __________________________________ Correction 1 _______________________________ Rev. 2 __________________________________ Correction 2 _______________________________ Rev. 3 __________________________________ Correction 3 _______________________________ FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT THE TIME OF FILING, CONSTRUCTION (IF A BUILDING IS NOT REQUIRED), TO THE PROJECT EXPIRATION DATE. SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT AND ALL REQUIRED BUILDING PERMITS AND/OR NOTICE OF MUST ALSO BE APPROVED PRIOR SP-2019-0253C 02/22/202215 SP-2019-0253C(XT2) - Springdale Farm19 of 24 L W 8902 (H) 8901 (H) 6009 (H) WW WWL CO WWL 7075 (H) CO WL W 6071 (H) 5312 WL W CO WWL 6007 L W L W L W 6008 (H) CO 6006 (H) REF. SHEET L2 6003 6004 6002 6001 I P V 6005 FDM PROP OFFICE/RETAIL 15,401.26 SF 5173 BUILDING 8 FFE: 455.00 5172 5171 5170 5169 5168 LOC WW LOC LOC LOC 7022 5106 LOC 7018 7017 LOC 7023 7019 7020 WWL CO WWL UE WL UE WL G T . . 7021 UE WL T WL WL GL RESTAURANT 2,168 SF BUILDING 7 FFE: 458.00 PROP CONDOS UNIT B3(a)-6214 UNIT A3(a)-6114 742 SF PROP CONDOS UNIT B3-6213 UNIT A3-6113 742 SF LOC 7039 10000 LOC 7015 10001 10002 LOC 10009 LOC 10011 LOC LOC CO CO CO 10010 CO CO CO PROP CONDO UNIT B2-6112 625 SF PROP CONDO UNIT A10-6111 492 SF 7026 PROP CONDO UNIT B2-6110 625 SF PROP CONDO UNIT A10-6109 492 SF PROP CONDO UNIT B2-6108 625 SF PROP CONDO UNIT A12(c)-6107 491 SF PROP CONDO UNIT A12(d)-6106 491 SF SSL SSL 10012 LOC 10008 10004 10005 Bm Bm Eb TL TL Eb Eb Eb TL TL Bm TL TL TL CB TL Bm Bm TL TL TL C O L LOC 7072 7073 10006 10007 Bm Bm Bm Bm Bm Bm Bm Bm Bm Bm Bm Bm Bm CB BUILDING 6 FFE: 455.00 PROP CONDOS UNIT B5(c)-6201 UNIT A2(c)-6101 625 SF PROP CONDOS UNIT A14-6202 UNIT S1-6102 500 SF PROP CONDOS UNIT B5(b)-6203 UNIT A2(b)-6103 625 SF PROP CONDOS UNIT A14-6204 UNIT S1-6104 500 SF PROP CONDOS UNIT C2-6105 625 SF 5308 (H) 5159 (H) 5160 (H) 5161 (H) LOC 7071 CB Bm Bm Bm Bm Bm gm Bm gm Bm Bm gm Bm Bm gm Bb Bm gm Bb gm gm Bb Bb Bb Bb TL 7070 LOC Bb Bb LOC LOC E U T T LOC LOC STORAGE BUILDING LOC SSL SSL LOC LOC LOC LOC LOC Bm LOC Bm Bm Bm Bm gm gm Bm Bm Bm gm Bm gm 6102 LOC 6103 gm CL Bb TL TL Bm Bm Bm TL Bm Bm CL TL Bm Bm TL Bm Bm Bm TL Bm TL 6104 LOC Bm Bm Bb Bm Bb Bb Bm TL TL CL Bb Bb Bb Bb Bb Bm gm gm TL TL Bb TL FM FM REF. SHEET L3 T SSL PROP CONDOS UNIT B6-4203 UNIT A4-4103 902 SF PROP CONDOS UNIT A13 (a)-4302 UNIT A7(a)-4202 UNIT A9(a)-4102 1,005 SF BUILDING 4 FFE: 452.50 PROP CONDOS UNIT A16-4301 UNIT A8-4201 UNIT B1-4101 1,016 SF CO GP CO PROP CONDOS UNIT A11-2309 UNIT A5-2209 UNIT A6-2109 500 SF L W W L S S PROP CONDOS UNIT C2-4106 625 SF PROP CONDO UNIT B5(a)-5101 631 SF PROP CONDOS UNIT B5 (d)-5202 UNIT A1-5102 618 SF PROP CONDOS UNIT A14 (c)-5203 UNIT S1 (c)-5103 524 SF PROP CONDOS UNIT B5(d)-5204 UNIT A1-5104 618 SF BUILDING 5 FFE: 452.50 PROP CONDOS UNIT A14(d)-5205 UNIT S1 (d)-5105 524 SF SSL WWL WWL WL SSL WL PROP CONDOS UNIT A11-2309 UNIT A5-2209 UNIT A6-2109 992 SF M F PROP CONDOS UNIT C1-2108 500 SF PROP CONDOS UNIT A13-2307 UNIT A7-2207 UNIT A9-2107 1,005 SF BUILDING 2 FFE: 452.50 PROP CONDO UNIT C1(a)-2106 500 SF L W W PROP CONDOS UNIT B5-2202 UNIT A2-2102 625 SF PROP CONDOS UNIT A14(b)-2203 UNIT S1(b)-2103 M 500 SF F PROP CONDOS UNIT A13-2304 UNIT A7-2204 UNIT A9-2104 1,005 SF PROP CONDOS UNIT A15(a)-2205 UNIT S1(a)-2105 500 SF PROP CONDO UNIT A14(a)-2201 500 SF L W W PROP CONDOS UNIT B5(a)-3208 UNIT A2(a)-3108 625 SF PROP CONDOS UNIT A15-3207 UNIT S2-3107 625 SF BUILDING 3 FFE: 452.50 PROP CONDOS UNIT B5-3206 UNIT A2-3106 625 SF PROP CONDO UNIT C2-3105 618 SF L W PROP CONDOS UNIT A15(a)-3201 UNIT S2(a)-3101 625 SF PROP CONDOS UNIT B5-3202 UNIT A2-3102 625 SF PROP CONDOS UNIT A15-3203 UNIT S2-3103 625 SF PROP CONDOS UNIT B5(a)-3204 UNIT A2(a)-3104 625 SF E U E U FM FM PROP CONDO UNIT A12(b)-1110 631 SF PROP CONDO UNIT B4-1109 631 SF PROP CONDO UNIT B4-1108 504 SF PROP CONDO UNIT B4-1107 631 SF PROP CONDO UNIT B4-1106 631 SF PROP CONDO UNIT A12-1105 504 SF PROP CONDO UNIT B4-1104 631 SF PROP CONDO UNIT B4-1103 631 SF PROP CONDO UNIT B4-1102 631 SF PROP CONDO UNIT A12(a)-1101 491 SF BUILDING 1 FFE: 452.50 E U GL LOC LOC L W L W E U E U FIRE RISER D D C O L C O L L G C O L T 5162 (H) C O L 5167 Tc In In 5166 5165 CL Tc 5163 5164 In In In T In In Eb Eb CE Tc Tc In Tc IS IS IS IS IS IS IS IS IS In In IS In In In Bb Eb In Eb In In Eb Eb LOC In In In Bb Bb Bb Bb CE Bb Bb Bb Bb Bb Bb C O L C O L C O L C O L C O L C O L I R B F P L W E U E U DD D D FIRE RISER WL WL UE UE T T WL Es CE IS IS IS CL IS IS In Tc IS IS IS Tc Tc In In In In In Tc In Tc CE Es IS IS 6036 IS 6037 6038 Es IS Vw Es Vw Vw Es IS IS Es IS IS LOC In LOC LOC 5339 LOC LOC 5338 LOC Es Vw Vw Es Vw Vw Es Vw CE Vw Es Vw Vw Es Vw IS 7032 Es IS IS In In In Bb Bb Eb Bb Bb Eb In In In In Eb In In In Eb CE Eb Eb In Eb SSL SSL W W T 6137 E U M M F F CO C O C O CO CO CO Es IS Es IS IS WL IS 7031 Es IS IS Es IS IS FM WW FM CO LOC T 7025 LOC CO 7033 FM LOC 7027 FM LOC 7028 FM 7030 LOC 7029 WL FM LOC WL FM 5342 LOC WL 5336 5337 FM LOC WL CO FM LOC 5302 WL FM LOC UE WL LOC 5185 6135 WL UE 7014 LOC WL UE 7013 LOC 7012 C O L C O L C O L C O L C O L C O L C O L C O L 2800 S. IH 35 FRONTAGE RD. SUITE 170 AUSTIN, TEXAS 78704 WWW.ECOLANDDESIGNGROUP.COM I 512-344-9204 C L L S E M O H W S P t e e r t S t s 1 4 0 7 8 7 X T S 3 0 0 2 , n i t s u A . 5 0 9 3 6 2 3 2 1 5 . . 5 7 1 8 6 6 8 8 8 8 . . p . f . l m o c e t a t s e a e r w s p w w w . i . s g n w a r d e s e h t o t t h g i r y p o c f o s t h g i r l l a l s d o h S E M O H W S P t u o h t i w r u c c o t o n y a m s t n e m u c o d r e h t o o t n i n o i t a r o p r o c n i r o e g a s u , s n o i t a c i f i d o m , n o i t a r e t l a , s n o i t c u d o r p e r y n A . S E M O H W S P f o n o i s s i m r e p n e t t i r w r o i r p e h t 9 8 1 5 1 # M R I F E P B T CAANDS LD EP RE A R STE EY ADL T.JON C HI I T EG E C T R B E S R S TA ET 82 85 SA X ET 09/09/21 OF E L A D G N R P S I 2 0 7 8 7 X T , N I T S U A , . D R E L A D G N R P S I N A L P N O I T C U R T S N O C E T I S E P A C S D N A L N A L P L A T T I M B U S S E M O H W S P 5 1 0 2 © N O I T C U R T S N O C R O F T O N - W E I V E R R O F D E U S S I 7010 WL UE 7009 UE LOC 7011 WL UE 7008 LOC WL UE LOC 7007 7006 7005 WL UE LOC 7004 UE LOC 7003 7002 C O L C O L C O L C O L C O L C O L L G C O L C O L L G C O L C O L C O L L G 0 30' 60' 90' 120' C O L C O L ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN APPROVING THESE PLANS, THE CITY OF C O AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN L ENGINEER. L G C O L CAUTION: CONTRACTOR TO VERIFY ALL EXISTING UTILITIES VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. C O L C O L C O L C O L L FOR CITY USE ONLY: G LOC SITE PLAN APPROVAL SHEET ________________ FILE NUMBER: APPLICATION DATE: APPROVED BY COMMISSION ON ________ UNDER SECTION 142 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) __________CASE MANAGER: PROJECT EXPIRATION DATE (ORD.#970905) DWPZ ________ DDZ ____ __________________________________________________________________________ Director, Development Services Department RELEASED FOR GENERAL COMPLIANCE: _______ ZONING Rev. 1 ________________________Correction 1 _________________________________ Rev. 2 ________________________Correction 2 _________________________________ Rev. 3 ________________________Correction 3 _________________________________ FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILING, AND ALL REQUIRED BUILDING PERMITS AND/OR NOTICE OF CONSTRUCTION (IF A BUILDING IS NOT REQUIRED), MUST ALSO BE APPROVED PRIOR TO THE PROJECT EXPIRATION DATE. CASE NUMBER: SP-2019-0253C SP-2019-0253C . x x x x x x 0 2 . E L T I T N O I S I V E R x 0 . V E R " 0 - ' 0 3 = " 1 : E L A C S B S C J T B : Y B D E K C E H C : Y B N W A R D S N O I S I V E R T E S X X X X W S P : R E B M U N T C E J O R P E L A D G N R P S I : E M A N T C E J O R P . D R E L A D G N R P S I 2 0 7 8 7 X T , n i t s u A PAGE NUMBER: L1 of L5 January 04, 2022Alfredo TorresAustin Water Utility02/22/202215 SP-2019-0253C(XT2) - Springdale Farm20 of 24