B-09 SP-2021-0169D - Crossroads Logistics Center Additions Part 1.pdf

Zoning and Platting Commission – June 7, 2022

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SITE PLAN REVIEW SHEET ENVIRONMENTAL VARIANCE REQUEST ONLY ZAP COMMISSION DATE: June 7th, 2022 CASE: SP-2021-0169D PROJECT NAME: Crossroads Logistics Center Additions APPLICANT/AGENT: Stephen R. Jamison P.E., Jamison Civil Engineering, LLC ADDRESS OF SITE: 8500 East Parmer Lane COUNTY: Travis WATERSHED: Gilleland Creek JURISDICTION: ETJ EXISTING ZONING: ETJ PROPOSED DEVELOPMENT: The applicant is proposing a commercial development with all associated improvements. DESCRIPTION OF VARIANCES: The applicant is requesting to vary from LDC 25-8-342 to allow fill over 4-feet up to 17-feet. STAFF RECOMMENDATION: The findings of fact have been met, and staff recommends approval with the following conditions per approved exhibit: AREA: 63.66 acres Increase setback area by a minimum of 1.09 acre for existing CEF. • • Preserve trees/natural areas. • Apply City of Austin Landscaping Ordinance on ETJ site. • • Provide structural containment of fill with a retaining wall. Increase tree inches on site/mitigation. ENVIRONMENTAL COMMISSION ACTION: May 18, 2022: With a 11-0 vote, the Environmental Commission recommends support of the request for a variance from LDC 25-8-342 with the aforementioned staff conditions. ENVIRONMENTAL STAFF: Babatunde Daramola PHONE: 974-36316 Babatunde.Daramola@austintexas.gov CASE MANAGER: Carlos Huizar Carlos.Huizar@austintexas.gov PHONE: 974-1750 1 of 24B-9 1 ENVIRONMENTAL COMMISSION MOTION 20220518 004b Date: May 18, 2022 Subject: Crossroads Logistics Center Additions, SP-2021-0169D Seconded by: Perry Bedford Motion by: Jennifer Bristol RATIONALE: WHEREAS, the Environmental Commission recognizes the applicant is requesting to vary from LDC 25-8-342 to allow fill over 4 feet up to 17 feet. WHEREAS, the Environmental Commission recognizes the site is located in the Gilleland Creek, Suburban watershed, Desired Development Zone. WHEREAS, the Environmental Commission recognizes that staff recommends this variance, having determined the findings of fact to have been met. THEREFORE, the Environmental Commission recommends the variance request with the following: Staff Conditions: Increase setback area by a minimum of 1.09 acres for existing CEF. • • Preserve trees/natural areas. • Apply City of Austin Landscaping Ordinance on ETJ site. • • Provide structural containment of fill with a retaining wall. Increase tree inches on-site/mitigation. VOTE 11-0 For: Bedford, Qureshi, Scott, Thompson, Schiera, Barrett Bixler, Nickells, Bristol, Ramberg, Aguirre, Brimer Against: None Abstain: None Recuse: None Absent: None 2 of 24B-9 Approved By: Kevin Ramberg, Environmental Commission Chair 2 3 of 24B-9ITEM FOR ENVIRONMENTAL COMMISSION AGENDA COMMISSION MEETING DATE: 5/18/2022 NAME & NUMBER OF PROJECT: NAME OF APPLICANT OR ORGANIZATION: Crossroads Logistics Center Additions (SP-2021-0169D) Crossroad Logistics Center Additions (Steve Jamison) LOCATION: 8500 East Parmer Lane, Manor, Texas 78653 COUNCIL DISTRICT: ETJ ENVIRONMENTAL REVIEW STAFF: Tunde Daramola, Environmental Review Specialist Senior, DSD, 512-974-6316, Babatunde.Daramola@austintexas.gov WATERSHED: REQUEST: STAFF RECOMMENDATION: STAFF CONDITIONS: Gilleland Creek Watershed, Suburban, Desired Development Zone Variance request is as follows: Request to vary from LDC 25-8-342 to allow fill over 4feet up to 17feet Staff recommends this variance, having determined the findings of fact to have been met. Increase setback area by a minimum of 1.09acre for existing CEF. Preserve trees/natural areas.    Apply City of Austin Landscaping Ordinance on ETJ site.   Increase tree inches on site/mitigation. Provide structural containment of fill with a retaining wall. 4 of 24B-9Development Services Department Staff Recommendations Concerning Required Findings Project Name: Ordinance Standard: Watershed Protection Ordinance Variance Request: Crossroads Logistics Center Additions To allow for fill exceeding 4 feet up to 17 feet for building construction Include an explanation with each applicable finding of fact. A. Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: 1. The requirement will deprive the applicant of a privilege available to owners of similarly situated property with approximately contemporaneous development subject to similar code requirements. Yes. The variance will not be providing a special privilege to the applicant. The proposed buildings are similar in size to similarly situated property. In order to facilitate this type of development, significant levelling is required to enhance maneuverability into the loading docks, allowing trucks to operate safely on site. The limits of the fill do extend beyond the building as shown in the cut/fill exhibit but is contained with a retaining wall structure designed in conjunction with the building walls, so the building is supported. Prior projects in this industrial development zone had a similar situation. A prime example is Park 183 Buildings 6 & 7, SP-2021-0072C. A Land Use Commission variance was granted to LDC 25-8-342 to allow cut and fill up to 17 feet. 2. The variance: a) Is not necessitated by the scale, layout, construction method, or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; Yes. The industrial use for this project requires level loading docks, parking, and drive aisles. Existing site conditions necessitates additional fill for providing the required level fire lane and loading dock areas that require less than 4% grades. Effective accessibility to portions of the building would not be achievable without this variance. 5 of 24B-9b) Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property; Yes. There is significant fall across the property which poses challenges with cut/fill for a large single finished floor building. In order to facilitate this type of development, a minimum deviation from code to allow fill up to 17 feet is necessary. Structural containment will also be provided to contain and minimize the amount of fill. c) Does not create a significant probability of harmful environmental consequences. The variance does not create a significant probability of harmful Yes. consequences. The variance is a minimum deviation from code to allow for reasonable use of the property. The fill will be minimized and structurally contained with a retaining wall. Retaining wall will also reduce the amount of sloping required to return to existing grade. 3. Development with the variance will result in water quality that is at least equal to the water quality achievable without the variance. Yes. The project is served by three water quality and detention ponds and one rain garden designed to treat this development. The development is compliant with current code. B. The Land Use Commission may grant a variance from a requirement of Section 25-8-422 (Water Supply Suburban Water Quality Transition Zone), Section 25-8-452 (Water Supply Rural Water Quality Transition Zone), Section 25-8-482 (Barton Springs Zone Water Quality Transition Zone), Section 25-8-368 (Restrictions on Development Impacting Lake Austin, Lady Bird Lake, and Lake Walter E. Long), or Article 7, Division 1 ( Critical Water Quality Zone Restrictions ), after determining that:: 1. The criteria for granting a variance in Subsection (A) are met; 2. 3. Yes / No n/a Yes / No n/a Yes / No n/a The requirement for which a variance is requested prevents a reasonable, economic use of the entire property; The variance is the minimum deviation from the code requirement necessary to allow a reasonable, economic use of the entire property. Staff Determination: Staff determines that the findings of fact have been met. Staff recommends the following conditions per approved exhibit:  Increase setback area by a minimum of 1.09acre for existing CEF. 6 of 24B-9Preserve trees/natural areas.   Apply City of Austin Landscaping Ordinance on ETJ site.   Increase tree inches on site/mitigation. Provide structural containment of fill with a retaining wall. Environmental Reviewer (DSD) Tunde Daramola Environmental Review Manager (DSD) _____________________________ Mike McDougal Date 4/07/2022 Date 4/08/2022 Deputy Environmental Officer (WPD) _____________________________ (Liz Johnston) Date 04/19/2022 7 of 24B-9ENVIRONMENTAL COMMISSION VARIANCE APPLICATION FORM April 6, 2022 April 6, 2022 Denise Lucas, Director Development Services Department City of Austin P.O. Box 1088 Austin, Texas 78767 RE: Fill Variance Request Letter Crossroads Logistics Center Additions 8500 East Parmer Lane SP-2021-0169D LDC 25-8-342 Fill Requirements Dear Ms. Lucas: On behalf of the owner, we are requesting a variance for fill in excess of four (4) feet for the proposed development of the Crossroads Logistics Center Additions site development permit (SP-2021-0169D) located at 8500 East Parmer Lane. The subject project is located in the 2-mile Extraterritorial Jurisdiction (ETJ). The property is currently undeveloped and is located off Parmer Lane between SH 130 and US Hwy 290. City of Austin | Environmental Commission Variance Application Guide 1 8 of 24B-9April 5, 2022 The applicant plans to develop four (4) office/warehouse buildings totaling 1,100,480 square feet, which includes three (3) water quality and detention ponds, one rain garden and all associated grading, paving, water, wastewater and drainage improvements. The applicant proposes to place new improvements on the property in a manner to minimize adverse impacts to the natural character of the property. The site is in the Gilleland Creek Watershed, which is a Suburban Watershed. The subject tract is not located over the Edwards Aquifer Recharge Zone. City of Austin | Environmental Commission Variance Application Guide 2 9 of 24B-9April 5, 2022 With regard to the proposed variance, we respectfully suggest the following conditions be considered: 1. Increased setback area by a minimum of 1.09 acre for the existing CEF/Wetland feature 2. Preservation of trees and/or natural areas not already required to be preserved in the ETJ o Saved 109.5 inches 3. Apply City of Austin Landscaping Ordinance on this ETJ site: o Added 31 Street Yard Trees o Added 34,245 sf of Landscape Islands/Medians/Peninsulas o Added 303 Replacement Trees 4. Increase tree inches on site/mitigation: o Added 776.0 inches total (771.0 inches required) 5. Added a retaining wall (522 lf) in the area adjacent to the maximum fill (17 feet). The project requires leniency from the following code section: Division 5. ‐ Cut, Fill, and Spoil. § 25-8‐342 ‐ FILL REQUIREMENTS. (A) Fill on a tract of land may not exceed four feet of depth, except: (1) in an urban watershed; (2) in a roadway right‐of‐way; (3) under a foundation with sides perpendicular to the ground, or with pier and beam construction; (4) for construction of a water quality control or detention facility and appurtenances for conveyance such as swales, drainage ditches, and diversion berms, if: the fill is the minimum necessary for the appropriate functioning of the design and location of the facility within the site minimize the (a) amount of fill over four feet; (b) the facility; and (c) 15 percent or within 100 feet of a classified waterway; the fill is not located on a slope with a gradient of more than (5) for utility construction or a wastewater drain field; or (6) in a state‐permitted sanitary located landfill in the extraterritorial jurisdiction, if: floodplain; (a) the fill is derived from the landfill operation; (b) the fill is not placed in a critical water quality zone or a 100‐year the landfill operation has an erosion and restoration plan (c) approved by the single office; and (d) all other applicable City Code and County Code provisions are met. (B) A fill area must be restored and stabilized. (C) described in Section 25-8‐322 (Clearing For A Roadway). Fill for a roadway must be contained within the roadway clearing width City of Austin | Environmental Commission Variance Application Guide 3 10 of 24B-9April 5, 2022 The Land Development Code allows Land Use Commission Variances per the following: It is the applicant's burden to establish that the findings described in this Division 3. ‐ Variances. § 30‐5‐41 ‐ LAND USE COMMISSION VARIANCES (A) Section have been met. Except as provided in Subsections (B) and (C), the land use commission may grant a variance from a requirement of this subchapter after determining that: (1) to owners of other similarly situated property with approximately contemporaneous development subject to similar code requirements; (2) the requirement will deprive the applicant of a privilege available is not necessitated by the scale, layout, construction method, the variance: (a) or other design decision made by the applicant, unless the design decision provides greater overall environmental protection than is achievable without the variance; (b) necessary to allow a reasonable use of the property; and (c) environmental consequences; and development with the variance will result in water quality that is at least is the minimum deviation from the code requirement does not create a significant probability of harmful (3) equal to the water quality achievable without the variance. The findings of fact concerning the need for the variance are outlined below. We respectfully seek your consideration and support of this variance request. If you have any questions, please feel free to call our office at (737) 484-0880. Stephen R. Jamison, P.E. Jamison Civil Engineering LLC (TBPE Firm #F-17756) City of Austin | Environmental Commission Variance Application Guide 4 04/06/202211 of 24B-9Stephen R. Jamison P.E., Jamison Civil Engineering, LLC January 31, 2022 PROJECT DESCRIPTION Applicant Contact Information Name of Applicant Street Address 13812 Research Blvd. #B-2 City State ZIP Code Austin, Texas 78750 737-484-0880 steve@jamisoneng.com Work Phone E-Mail Address Case Name Case Number Address or Location 8500 East Parmer Lane SP-2021-0169D Tunde Daramola Environmental Reviewer Name Environmental Resource Management Reviewer Name Applicable Ordinance Current Code Watershed Name Gilleland Creek Variance Case Information Crossroads Logistics Center Additions Watershed Classification Edwards Aquifer Recharge Zone ☐Urban ☐ Suburban ☐Water Supply Suburban ☐Water Supply Rural ☐ Barton Springs Zone ☐ Barton Springs Segment ☐ Northern Edwards Segment ☐ Not in Edwards Aquifer Zones Edwards Aquifer Contributing Zone Distance to Nearest Classified Waterway ☐ Yes ☐ No +/- 370 feet to Gilleland Creek (Major) +/- 300 feet to Gilleland Creek Trib (Major) Water and Waste Water service to be provided by Austin Water Utility City of Austin | Environmental Commission Variance Application Guide 5 12 of 24B-9January 31, 2022 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) Clearly indicate in what way the proposed project does not comply with current Code (include maps and exhibits) The variance request is as follows (Cite code references: LDC 25-8-342 Fill Requirements (17.0 feet) Existing 0 sf 0.00 ac. 0.0% Proposed 2,773,496 sf 63.66 ac. 61.1% The property has slopes that vary from 0% to 15%. The slope breakdown is as follows: 0-15% Slopes ---> 103.48 acres 15-25% Slopes ---> 0.67 acres 25-35% Slopes ---> 0.07 acres Over 35% Slopes ---> 0.01 acres The elevation ranges from a low point of 519.0’ to a high point of 555.0’. The majority of the ground vegetation is typical hill country grasses/prairie/farmland in good condition due to a sparce tree cover. The majority of the existing soils consists of clays rang from Ferris-Heiden Complex, Heiden Clay and Houston Black Clay, (all Class D Hydrologic Group) No portion of the site contains any WQTZ, CEFs, or heritage trees on the property. A portion of this site is located within the fully developed 4% & 1% Annual Chance Flood Plain (25-Year & 100-Year) & CWQZ. The plan complies with all current codes. City of Austin | Environmental Commission Variance Application Guide 6 13 of 24B-9January 31, 2022 FINDINGS OF FACT 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. Included below is an explanation alongside each applicable finding of fact. Ordinance: A. 1. Land Use Commission variance determinations from Chapter 25-8-41 of the City Code: 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 This area is a manufacturing corridor with two nearby projects that are similar in nature having been granted similar variances: Applied Materials Logistics Service Center (SP-2020-0321C) and Samsung (LI-PDA Ordinance 20201210- 071). Additionally, similar variances were granted to the Crossroads Logistic Center’s adjacent project (SP-2021-0015D). 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; Existing site conditions necessitate additional fill for providing the required level fire lane and loading dock areas that require less than 4% grades. A 75- foot gas easement and floodplain provide constraints that must be worked around. Additionally, we are increasing setbacks to a CEF and preserving natural areas. Is the minimum deviation from the code requirement necessary to allow a reasonable use of the property; The site is being graded from the front entrance to cause for the least amount of variance needed as possible. Does not create a significant probability of harmful environmental consequences. No harmful environmental consequences result from the variance. Additionally, conditions are proposed to further protect the environment including increasing a CEF setback area by a minimum of 1.09 acre, preserving natural areas, planting additional trees/landscaping, and revegetation of site. Yes b) Yes c) Yes City of Austin | Environmental Commission Variance Application Guide 7 14 of 24B-9January 31, 2022 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 development is compliant with current code and will meet all water quality regulations. **Variance approval requires all above affirmative findings. City of Austin | Environmental Commission Variance Application Guide 8 15 of 24B-9January 31, 2022 A Exhibits for Commission Variance o Aerial photos of the site o Site photos o Aerial photos of the vicinity o Context Map—A map illustrating the subject property in relation to developments in the vicinity to include nearby major streets and waterways o Topographic Map - A topographic map is recommended if a significant grade change on the subject site exists or if there is a significant difference in grade in relation to adjacent properties. o For cut/fill variances, a plan sheet showing areas and depth of cut/fill with topographic elevations. o Site plan showing existing conditions if development exists currently on the property o Proposed Site Plan- full size electronic or at least legible 11x17 showing proposed development, include tree survey if required as part of site or subdivision plan o Environmental Map – A map that shows pertinent features including Floodplain, CWQZ, WQTZ, CEFs, Setbacks, Recharge Zone, etc. o An Environmental Resource Inventory pursuant to ECM 1.3.0 (if required by 25-8-121) o Applicant’s variance request letter City of Austin | Environmental Commission Variance Application Guide 9 16 of 24B-9Untitled Map CROSSROADS LOGISTICS CENTER Legend CROSSROADS LOGISTIC CENTER © 2021 Google © 2021 Google ➤➤ N N 2000 ft CROSSROADSLOGISTICS CENTERADDITIONS17 of 24B-9T T T FIRE RISER ROOM BUILDING 3 360' x 504' APPROX. 181,440 SF FFE = 557.0' CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) FIRE RISER ROOM FIRE RISER ROOM BUILDING 2 360' x 504' APPROX. 181,440 SF FFE = 557.0' CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) BUILDING 1 240' x 504' APPROX. 120,960 SF FFE = 557.0' DETENTION POND 1A DETENTION POND 1B RETAINING WALL I 4 G N D L U B I ' 8 0 0 , 1 x ' 0 1 2 F S 0 8 6 , 1 1 2 . X O R P P A ' 0 . 9 4 5 = E F F I 5 G N D L U B I ' 8 0 0 1 , x ' 0 1 2 F S 0 8 6 1 1 2 , . X O R P P A ' 0 . 9 4 5 = E F F E R F I R E S R I M O O R E R F I R E S R I M O O R L L A W G N N A T E R I I typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window FIRE RISER ROOM DETENTION POND 2B BUILDING 6 320' x 1,120' APPROX. 358,400 SF FFE = 544.0' typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window LOT 1 47.89 AC. DETENTION POND 2A MAXIMUM FILL = 17.0 FEET FIRE RISER ROOM BUILDING 7 996' x 320' APPROX. 318,720 SF FFE = 551.0' DETENTION POND 3B typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window t t t t y y y y p p p p l l l l @ @ @ @ " " " " j j j j " " " " i i i i w w w w n n n n d d d d o o o o w w w w G R A R A I N D E N B E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T , I N T S U A 0 8 8 0 - 4 8 4 ) 7 3 7 ( : I E C F F O . M O C G N E N O S M A J @ O F N I I I I T B H X E L L I F D N A T U C E N A L R E M R A P . E 8 0 5 8 3 5 6 8 7 S A X E T , I N T S U A I I I C L L G N I R E E N G N E L I V I C N O S I M A S J N O T D D A R E T N E C S C T S G O L S D A O R S S O R C I I \ \ G W D . L L I F T U C \ 4 3 2 E S A H P S N A L P G W D R E T N E C S C T S G O L S D A O R S S O R C I I \ - I P H \ : H CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. SHEET of 15 115 SP-2021-0169D 18 of 24B-9FIRE RISER ROOM BUILDING 3 360' x 504' APPROX. 181,440 SF FFE = 557.0' DETENTION POND 1A DETENTION POND 1B CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N FIRE RISER ROOM FIRE RISER ROOM T T T N A V I G N K R A P O N I G N K R A P O N N A V N A V I G N K R A P O N N A V BUILDING 2 360' x 504' APPROX. 181,440 SF FFE = 557.0' CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) BUILDING 1 240' x 504' APPROX. 120,960 SF FFE = 557.0' VAN NO PARKING VAN VAN DETENTION POND 2B BUILDING 6 320' x 1,120' APPROX. 358,400 SF FFE = 544.0' I 4 G N D L U B I ' 8 0 0 1 , x ' 0 1 2 F S 0 8 6 1 1 2 , . X O R P P A ' 0 . 9 4 5 = E F F I 5 G N D L U B I ' 8 0 0 , 1 x ' 0 1 2 F S 0 8 6 , 1 1 2 . X O R P P A ' 0 . 9 4 5 = E F F typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window FIRE RISER ROOM N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N N O P A R K N G I N O P A R K N G I N O P A R K N G I E R F I R E S R I M O O R E R F I R E S R I M O O R LOT 1 47.89 AC. DETENTION POND 2A typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window N O P A R K I N G N O P A R KIN G FIRE RISER ROOM N O P A R K I N G N O P A R K I N G N O P A R KIN G BUILDING 7 996' x 320' APPROX. 318,720 SF FFE = 551.0' DETENTION POND 3B typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window G N I K R A P O N G N I K R A P O N G N I K R A P O N G N I K R A P O N G R A R A I N D E N B SITE PLAN NOTES: SITE PLAN RELEASE NOTES: NOTES: E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T , I N T S U A 0 8 8 0 - 4 8 4 ) 7 3 7 ( : I E C F F O . M O C G N E N O S M A J @ O F N I I I N A L P E T S L L A R E V O E N A L R E M R A P . E 8 0 5 8 3 5 6 8 7 S A X E T , I N T S U A I I I C L L G N I R E E N G N E L I V I C N O S I M A S J N O T D D A R E T N E C S C T S G O L S D A O R S S O R C I I I . \ \ G W D E T S \ 4 3 2 E S A H P S N A L P G W D R E T N E C S C T S G O L S D A O R S S O R C I I \ - I P H \ : H CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. SHEET of 16 115 SP-2021-0169D 19 of 24B-9TOPO SOURCE: DESIGN SURVEY DATE OF SURVEY: NOVEMBER 2020 P O N D 1 A F I L T R A T O N I 1 A P O N D I S E D M E N T A T O N I DETENTION POND 1A FIRE RISER ROOM BUILDING 3 360' x 504' APPROX. 181,440 SF FFE = 557.0' N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N FIRE RISER ROOM FIRE RISER ROOM BUILDING 2 360' x 504' APPROX. 181,440 SF FFE = 557.0' BUILDING 1 240' x 504' APPROX. 120,960 SF FFE = 557.0' VAN NO PARKING VAN VAN N A V I G N K R A P O N I G N K R A P O N N A V N A V I G N K R A P O N N A V RAIN GARDEN 1 I J T E E L M - 2 N T S U A I I N T S U A F O Y T C I LOT 1 47.89 AC. DETENTION POND 2A SEDIMENTATION POND 2A FILTRATION POND 2A AUSTIN 2-MILE ETJ CITY OF AUSTIN I I I C L L G N I R E E N G N E L I V I C N O S I M A S J N O T D D A R E T N E C S C T S G O L S D A O R S S O R C I I E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T , I N T S U A 0 8 8 0 - 4 8 4 ) 7 3 7 ( : I E C F F O . M O C G N E N O S M A J @ O F N I I I I N A L P N O T L O M E D & S N O T D N O C G N T S X E I I I I E N A L R E M R A P . E 8 0 5 8 3 5 6 8 7 S A X E T , I N T S U A . I \ I G W D O M E D & G N T S X E \ 4 3 2 E S A H P S N A L P G W D R E T N E C S C T S G O L S D A O R S S O R C I I \ \ - I P H \ : H CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. SHEET of 05 115 SP-2021-0169D 20 of 24B-9T T T FIRE RISER ROOM BUILDING 3 360' x 504' APPROX. 181,440 SF FFE = 557.0' CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) FIRE RISER ROOM FIRE RISER ROOM BUILDING 2 360' x 504' APPROX. 181,440 SF FFE = 557.0' CROSSROADS LOGISTIC CENTER (SP-2021-0015D) (UNDER CONSTRUCTION) BUILDING 1 240' x 504' APPROX. 120,960 SF FFE = 557.0' DETENTION POND 1A DETENTION POND 1B typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window FIRE RISER ROOM I 4 G N D L I U B ' 8 0 0 , 1 x ' 0 1 2 F S 0 8 6 , 1 1 2 . X O R P P A ' 0 . 9 4 5 = E F F I 5 G N D L I U B ' 8 0 0 , 1 x ' 0 1 2 F S 0 8 6 , 1 1 2 . X O R P P A ' 0 . 9 4 5 = E F F DETENTION POND 2B BUILDING 6 320' x 1,120' APPROX. 358,400 SF FFE = 544.0' typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window E R F I R E S R I M O O R E R F I R E S R I M O O R LOT 1 47.89 AC. DETENTION POND 2A AUSTIN 2-MILE ETJ CITY OF AUSTIN I J T E E L M - 2 N T S U A I I N T S U A F O Y T C I TOPO SOURCE: CITY OF AUSTIN 2' CONTOURS FIRE RISER ROOM BUILDING 7 996' x 320' APPROX. 318,720 SF FFE = 551.0' DETENTION POND 3B typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window G R A R A I N D E N B E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T , I N T S U A 0 8 8 0 - 4 8 4 ) 7 3 7 ( : I E C F F O . M O C G N E N O S M A J @ O F N I I E N A L R E M R A P . E 8 0 5 8 3 5 6 8 7 S A X E T , I N T S U A P A M E P O L S I I I C L L G N I R E E N G N E L I V I C N O S I M A S J N O T D D A R E T N E C S C T S G O L S D A O R S S O R C I I . \ \ G W D E P O L S \ 4 3 2 E S A H P S N A L P G W D R E T N E C S C T S G O L S D A O R S S O R C I I \ - I P H \ : H CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. SHEET of 06 115 SP-2021-0169D 21 of 24B-9DETENTION POND 2B BUILDING 6 320' x 1,120' APPROX. 358,400 SF FFE = 544.0' typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window FIRE RISER ROOM N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I N O P A R K N G I I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N TOPO SOURCE: DESIGN SURVEY DATE OF SURVEY: NOVEMBER 2020 THE PRESENCE OF A CRITICAL ENVIRONMENTAL FEATURE ON OR NEAR A PROPERTY MAY AFFECT DEVELOPMENT. ALL ACTIVITIES WITHIN THE CEF SETBACK 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 OR IRRIGATION IS PROHIBITED. typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N I G N K R A P O N typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window R D ) U C S T 1 T N 0 S E 5 R N ) T I O D A S O R E S T I C C O 1 - 0 G I S 0 P - 2 N O ( S R C D 2 E R N C O L ( U N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N V A N N O P A R K N G I V A N N A V I G N K R A P O N I G N K R A P O N N A V N A V I G N K R A P O N N A V typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window typl @ "j" window KEY MAP CAUTION!!! CONTRACTOR SHALL LOCATE ANY/ALL EXISTING UTILITIES PRIOR TO ANY SITE WORK, (BOTH HORIZONTALLY AND VERTICALLY). THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR DAMAGES TO ANY EXISTING UTILITIES OR FOR ANY CONFLICTS THAT MAY ARISE DUE TO ANY UTILITIES NOT PROPERLY LOCATED. SHEET of 11 120 SP-2021-0169D E C J ) 6 5 7 7 1 - F # . G E R M R F E P I . X T ( 2 - B # . D V L B H C R A E S E R 2 1 8 3 1 0 5 7 8 7 S A X E T , I N T S U A 0 8 8 0 - 4 8 4 ) 7 3 7 ( : I E C F F O . M O C G N E N O S M A J @ O F N I I ) 3 T C A R T ( E N A L R E M R A P . E 0 0 5 8 3 5 6 8 7 S A X E T , I N T S U A I I I C L L G N I R E E N G N E L I V I C N O S I M A S J N O T D D A R E T N E C S C T S G O L S D A O R S S O R C I I I N A L P L O R T N O C N O T A T N E M D E S N O S O R E I I I . \ \ G W D N O S O R E \ 4 3 2 E S A H P S N A L P G W D R E T N E C S C T S G O L S D A O R S S O R C I I \ - I P H \ : H TREES TO BE SAVED(W/ TREE PROTECTION FENCE)TREES TO BE SAVED(W/ TREE PROTECTION FENCE)22 of 24B-98500 120AUSTIN, TEXAS 786538508 E. PARMER LANE8500 23 of 24B-98500 120AUSTIN, TEXAS 786538508 E. PARMER LANE8500 24 of 24B-9