12 SPC-2024-0456C - FSD - NE Service Center; District 1 - Staff Report - Part 1 — original pdf

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ZONING AND PLATTING COMMISSION CONDITIONAL USE PERMIT SITE PLAN REVIEW SHEET CASE NUMBER: SPC-2024-0456C MEETING DATE: August 19, 2025 PROJECT NAME: FSD - Northeast Service Center ADDRESS: 8301 Johnny Morris Rd DISTRICT: 1 WATERSHED: Decker Creek (Suburban Watershed) AREA: 131.79 acres limits of construction APPLICANT: AGENT: Andrew Moore, Project Manager City of Austin, Financial Services 6800 Burleson Rd, Bldg 312, Ste 200 Austin, TX 78744 512-974-7604 Hollis Scheffler, PE Westwood 8701 N. Mopac Expy Suite 320 Austin, TX 78759 (512) 485-0831 CASE MANAGER: Meg Greenfield, (512) 978-4663, meg.greenfield@austintexas.gov EXISTING ZONING: (P) Public PROPOSED USE: The applicant is proposing a service center for the City of Austin Resource Recovery and Fleet Services. The site is currently undeveloped and owned by the City of Austin. This site plan includes associated utilities, drainage, grading, paving, and stormwater infrastructure needed to service the development. COMMISSION REQUEST: This site is zoned P (Public) and is greater than one acre in size; therefore, a Conditional Use Permit is required, according to the Land Development Code (Section 25-2-625). WAIVER REQUESTS: 1. An administrative environmental variance has been granted in accordance with LDC 25-8- 42(b)(6), to allow a cut or fill of not more than eight feet. 2. An administrative driveway variance has been granted to allow for a driveway width greater than 25 feet. TCM section 7.5.1.2. SUMMARY STAFF RECOMMENDATION: Staff recommends approval of this site plan. LEGAL DESCRIPTION: LOT 2A BLK A INDUSTRIAL GROUP 30.0 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, 12 SPC-2024-0456C - FSD - NE Service Center; District 11 of 40BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. PROJECT INFORMATION: AREA: 131.79 acres site EXIST. ZONING: P (Public) PROPOSED BLDG. CVRG: 15.10% PROPOSED IMPERVIOUS CVRG: 44.10% PROVIDED PARKING: 1,465 PROPOSED ACCESS: Johnny Morris Road PROPOSED OPEN SPACE: 55.90% ZONING OVERLAYS: Hazardous Pipelines Overlay: KOCH Wildland Urban Interface: Proximity Class - undefined SUMMARY COMMENTS ON SITE PLAN: This site plan completed its third round of formal review on August 4, 2025. The U3 comment report is attached. A meeting was held on August 6, 2025 with the applicant and reviewers to discuss outstanding comments. A final update is expected to clear outstanding comments. The site development permit will not be issued until all reviews are approved. SURROUNDING CONDITIONS: North: Vacant & Industrial (ETJ) East: Single Family (ETJ) West: Vacant & Community Recreation (P) South: Vacant & Industrial (ETJ) NEIGHBORHOOD ORGANIZATION: Austin Independent School District Austin Neighborhoods Council Colony Park/Lakeside Community Development Corp Del Valle Community Coalition Friends of Austin Neighborhoods Friends of Northeast Austin Homeless Neighborhood Association Overton Family Committee 12 SPC-2024-0456C - FSD - NE Service Center; District 12 of 40 Property Profile Zoning Map Legend Property Jurisdiction FULL PURPOSE EXTRATERRITORIAL JURISDICTION Appraisal Districts TCAD Parcels Jurisdictions Fill Jurisdiction FULL PURPOSE EXTRATERRITORIAL JURISDICTION Zoning 1 Zoning P PUD RR SF Zoning Text Notes 0 8/13/2025 2000 4000 ft 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. 12 SPC-2024-0456C - FSD - NE Service Center; District 13 of 40September 11, 2024 Job No.: 0051279.00 CITY OF AUSTIN Development Services Department 6310 Wilhelmina Delco Drive Austin, Texas 78752 Re: COA NORTHEAST SERVICE CENTER 80011/2 & 8301 Johnny Morris Road City of Austin, Travis County, Texas 78724 Dear Reviewer, There is an existing native pasture on two existing 49.79 and 66.36 tracts located along Johnny Morris Road. The site within the city full purpose jurisdiction and is currently being rezoned to P (public). The proposed use of this property is a service facility. There are 4 service buildings, 1 administrative building, 1 operation building, and 1 parking garage. This site plan application is proposing the associated grading, utilities, paving, and drainage infrastructure necessary to service these proposed buildings. Please find enclosed supporting documentation for our Site Plan application including construction plans, flood study/drainage report, TIA determination worksheet, and the environmental resource inventory. Thank you in advance for your assistance. If you have any questions or need any additional information, please call at your earliest convenience. Sincerely, Hollis Scheffler, P.E. HAS/teb 0051279.00_Engineer Summary Letter 12 SPC-2024-0456C - FSD - NE Service Center; District 14 of 40 City of Austin Northeast Service Center 8001 ½ & 8301 Johnny Morris Rd. 03/21/2025 Owner: City of Austin Director Jorge Morales Department of Environmental Protection City of Austin P.O. Box 1088 Austin, Texas 78767-1088 The site does not comply with the Landscape Regulations 2.4.2.B and 2.4.2.C that dictate parking lot island and tree placement due to the large amount of parking required on site for different vehicular types of City of Austin Fleet Mobility Services and Austin Resource Recovery. The alternative compliance proposal includes the use of overhead parking structures, a rainwater reuse system on site, and shaded seating areas on site for public use. The proposal is ‘as good or better” than the required code because the overhead parking structures will provide consistent year round shade for such a large parking lot. Shaded seating areas are provided for the locations that will highly be trafficked with pedestrians that will use amenities outside of the parking lot for rest. In addition, the site is laid out purposefully so that the majority of the parking that is not in compliance with landscape regulations are designated for the larger trucks which pose a high risk of damage to parking lot trees and planting if they were placed there. Alternative compliance chart is provided on Sheet 144 for reference. Sincerely, Scott Sinn scott.sinn@westwoodps.com (512) 485-0831 12 SPC-2024-0456C - FSD - NE Service Center; District 15 of 40 OWNER DEVELOPER ENGINEER SITE DEVELOPMENT PERMIT PLANS FOR COA NORTHEAST SERVICE CENTER , s e c i v r e S c n I l . . . 8301 JOHNNY MORRIS RD. AUSTIN, TX 78724 Westwood Professional Services, Inc. SURVEYOR SITE PLAN NOTES: Westwood Professional Services, Inc. Westwood Professional Services, Inc. PROJECT AGENT LEGAL DESCRIPTION: LOT 2A BLK A INDUSTRIAL GROUP 30.0 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. FLOODPLAIN INFORMATION: PER FEMA FIRM PANEL NO. 48453C0460K, THE PROPOSED IMPROVEMENTS ARE IN THE AREA OF MINIMAL FLOOD HAZARD, ZONE X. WATERSHED STATUS: THIS PROJECT IS LOCATED IN THE DECKER CREEK WATERSHED WHICH IS CLASSIFIED AS A SUBURBAN WATERSHED. THIS PROJECT IS LOCATED OUTSIDE OF THE EDWARDS AQUIFER RECHARGE, TRANSITION, AND CONTRIBUTING ZONE ACCORDING TO THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY AND THE CITY OF AUSTIN. THIS SITE WILL BE DEVELOPED, CONSTRUCTED, AND MAINTAINED IN CONFORMATION WITH TERMS AND CONDITIONS OF THE CITY LAND DEVELOPMENT CODE AS OF THE PROJECT APPLICATION DATE. BENCHMARK INFO: BENCHMARK LIST 1. 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. 2. DETENTION FOR THIS SITE IS BEING PROVIDED BY ONSITE DETENTION 3. PONDS. IF AT ANY TIME DURING CONSTRUCTION OF THIS PROJECT AN UNDERGROUND STORAGE TANK (UST) IS FOUND, CONSTRUCTION IN THAT AREA MUST STOP UNTIL A CITY OF AUSTIN UST CONSTRUCTION PERMIT IS APPLIED FOR AND APPROVED. ANY UST REMOVAL WORK MUST BE CONDUCTED BY A UST CONTRACTOR THAT IS REGISTERED WITH THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ). CONTACT HUNTER GOODWIN, HUNTER.GOODWIN@AUSTINTEXAS.GOV, (512)565-8863 IF YOU HAVE ANY QUESTIONS. [COA TITLE 6] 4. ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURE AND ASSOCIATED 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. DISTURBANCE WITHIN CEF SETBACKS RELATED TO CONSTRUCTION IS ACCEPTABLE FOR THE PURPOSES OF THIS SITE PLAN WITH APPROVED MITIGATION. 5. 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. ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURE AND ASSOCIATED 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. DISTURBANCE WITHIN CEF SETBACKS RELATED TO CONSTRUCTION IS ACCEPTABLE FOR THE PURPOSES OF THIS SITE PLAN WITH APPROVED MITIGATION. 6. TRAFFIC CONTROL PLAN NOTE: THIS NOTE IS BEING PLACED ON THE PLAN SET IN ABSENCE OF A TEMPORARY TRAFFIC CONTROL PLAN (TCP) WITH THE FULL UNDERSTANDING THAT AN ENGINEERED TCP SHALL BE REVIEWED AND APPROVED BY THE RIGHT OF WAY MANAGEMENT DIVISION. FURTHERMORE, A TCP SHALL BE SUBMITTED TO THE TCP PORTAL FOR REVIEW A MINIMUM OF 6 WEEKS PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT/PROJECT REPRESENTATIVE FURTHER RECOGNIZES THAT A TCP REVIEW FEE IS REQUIRED FOR THE INITIAL REVIEW AND ALL RE-REVIEWS, AS PRESCRIBED BY THE MOST CURRENT VERSION OF THE CITY'S FEE ORDINANCE. THE FOLLOWING MUST BE TAKEN INTO CONSIDERATION: - REFER TOT HE "MOBILITY GUIDELINES" FOR DEVELOPING TRAFFIC CONTROL STRATEGIES HTTP://WWW.AUSTINTEXAS.GOV/PAGE/MOBILITY-GUIDELINES - A TRAFFIC CONTROL PLAN IS NOT A PERMIT ( ( PREPARED BY Phone Toll Free (512) 485-0831 (888) 937-5150 8701 N. Mopac Expy, Suite 320 Austin, TX 78759 westwoodps.com Westwood Professional Services, Inc. TBPE FIRM REGISTRATION NO. F-469 TBPLS FIRM REGISTRATION NO. LS-100080-00 REVISIONS/CORRECTIONS APPROVED FOR ACCEPTANCE DEVELOPMENT SERVICES DEPARTMENT DATE INDUSTRIAL WASTE DATE CITY OF AUSTIN, TEXAS TRAVIS COUNTY PROJECT LOCATION CITY OF AUSTIN FIRE DEPARTMENT AUSTIN WATER DEPARTMENT DATE DATE AUSTIN ENERGY NOTES: 1. AUSTIN ENERGY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. AUSTIN ENERGY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25-8, SUBCHAPTER B OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 2. THE OWNER/DEVELOPER OF THIS SUBDIVISION/LOT SHALL PROVIDE AUSTIN ENERGY WITH ANY EASEMENT AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 25-8 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 3. THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF TEMPORARY EROSION CONTROL REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY INITIAL TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTER LINE OF THE PROPOSED OVERHEAD ELECTRICAL FACILITIES DESIGNED TO PROVIDE ELECTRIC SERVICE TO THIS PROJECT. THE OWNER SHALL INCLUDE AUSTIN ENERGY'S WORK WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 4. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE (NESC), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. 5. ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT LANDOWNERS/DEVELOPERS EXPENSE. WAIVERS: 1. AN ADMINISTRATIVE ENVIRONMENTAL VARIANCE HAS BEEN GRANTED IN ACCORDANCE WITH LDC 25-8-42(B)(6), TO ALLOW A CUT OR FILL OF NOT MORE THAN EIGHT FEET. 2. A DRIVEWAY VARIANCE HAS BEEN GRANTED TO ALLOW FOR A DRIVEWAY WIDTH GREATER THAN 25 FEET. TCM SECTION 7.5.1.2. VICINITY MAP PROJECT ZONING: ZONING CASE: PROJECT ADDRESS: SUBMITTAL DATE: AUSTIN FIRE DEPARTMENT FIRE DESIGN CODES FIRE FLOW DEMAND @ 20 PSI (GPM) 2021 EDITION OF INTERNATIONAL FIRE DESIGN CODE EDITION WITH CITY OF AUSTIN LOCAL AMENDMENTS 5500 OCCUPANCY CLASSIFICATION FACTORY AND INDUSTRIAL CONSTRUCTION CLASSIFICATION GARAGE: TYPE IB BUILDINGS: TYPE IIB BUILDING FIRE AREA (S.F.) 34,730 (ARR/FMSD ADMIN); 28,323 (ARR/FMSD OP.); 51,882 (ARR SERV. CENTER); 30,980 (MAKE READY BLDG.); 67,406 (PUBLIC SAFETY SERV. CENTER); 69,786 (CATCH ALL SERV. CENTER); 61,374 (PARKING GARAGE) AUTOMATIC SPRINKLER SYSTEM TYPE (IF APPLICABLE) REDUCED FIRE FLOW DEMAND @ 20 PSI FOR HAVING A SPRINKLER SYSTEM (GPM) (IF APPLICABLE) (75% REDUCTION) AFD FIRE HYDRANT FLOW TEST DATE AFD FIRE HYDRANT FLOW TEST LOCATION CITY OF AUSTIN PIPELINE ORDINANCE APPLIES TO PROJECT HIGH-RISE NFPA 13 1500 01/27/2024 8400 JOHNNY MORRIS RD NO NO INTERNATIONAL WILDLAND-URBAN INTERFACE CODE CLASS B IWUIC 504.2, 504.3.2 (AMENDED), 504.4, 504.7 (AMENDED), 504.10 (AMENDED), 504.11 (AMENDED), 605, A104.7, A104.8 ALTERNATIVE METHOD OF COMPLIANCE N/A DESIGN DRAWN DATE Final plat must be recorded by the Project Expiration Date, if applicable. Subsequent Site Plans which do not comply with the Code current at the time of filing, and all required Building Permits and/or a notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SHEET NO. 1 SPC-2024-0456C 0 2 3 e t i u S , y p x E c a p o M . N 1 0 7 8 9 5 7 8 7 X T , n i t s u A m o c . s p d o o w t s e w 1 3 8 0 - 5 8 4 ) 2 1 5 ( 0 5 1 5 - 7 3 9 ) 8 8 8 ( e n o h P e oll Fre T 1 0 3 4 7 0 0 1 S L - O N N O I T A R T S I G E R M R I F S L P B T 6 5 7 1 1 F - O N N O I T A R T S I G E R M R I F E P B T a n o i s s e f o r P d o o w t s e W R E T N E C E C I V R E S T S A E H T R O N A O C D R S I R R O M Y N N H O J 1 0 3 8 4 2 7 8 7 , S A X E T , Y T N U O C S V A R T , N I T S U A F O Y T I C R E V O C 12 SPC-2024-0456C - FSD - NE Service Center; District 16 of 40 LOT 1AB BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) KAG LEASING, INC. (DOCUMENT NO. 2022095921) O.P.R.T.C.T. LOT 1AA BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) BROWN DISTRIBUTING COMPANY, LTD. (DOCUMENT NO. 2001002626) O.P.R.T.C.T. LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC L O C L O C L O C L O C L O C L O C L O C L O C L O C L O C L C O O C L LOC LOC C O L L O C C O L L O C C O L L O C C O L L O C LOC C O L L O C LOC L O C LOC LO C LOC LO C LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) L O C LOC LOC LOC LOC LOC LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L LOC LOC LOC LOC LOC LOC LOC LOC LOC LOT 1 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) FNLR NON-FRICTION LLC (DOCUMENT NO. 2024039386) O.P.R.T.C.T. LOC LOC LOC LOC LOC LOC LOC LOT 2 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) LEHNE PROPERTY HOLDINGS II, LLC (DOCUMENT NO. 2005211592) O.P.R.T.C.T. N 2 T I O C E E 1 S S A H T P O I N H P T R O N CITY OF AUSTIN, TEXAS TRAVIS COUNTY PROJECT LOCATION VICINITY MAP 0 2 3 e t i u S , y p x E c a p o M . N 1 0 7 8 9 5 7 8 7 X T , n i t s u A m o c . s p d o o w t s e w 1 3 8 0 - 5 8 4 ) 2 1 5 ( 0 5 1 5 - 7 3 9 ) 8 8 8 ( e oll Fre T e n o h P GENERAL NOTES 1 0 3 4 7 0 0 1 S L - . O N N O I T A R T S I G E R M R I F S L P B T 6 5 7 1 1 F - . O N N O I T A R T S I G E R M R I F E P B T . c n I , s e c i v r e S l a n o i s s e f o r P d o o w t s e W LOC LOC LOC LOC CAPITAL METRO (VARIABLE-WIDTH RAIL ROAD RIGHT-OF-WAY) (VOLUME 13187, PAGE 3118) (VOLUME V, PAGE 224) (H&TC V-8 27) O.P.R.T.C.T. L O C IWUIC NOTES L O C C O L L O C C O L C O L L O C C O L L O C L O C L O C L O C LOC LOC LOC R E T N E C E C I V R E S T S A E H T R O N A O C D R S I R R O M Y N N H O J 1 0 3 8 4 2 7 8 7 , S A X E T , Y T N U O C S V A R T , N I T S U A F O Y T I C N A L P E T I S L L A R E V O DESIGN DRAWN DATE SHEET NO. 26 SPC-2024-0456C 12 SPC-2024-0456C - FSD - NE Service Center; District 17 of 40 LOT 1AB BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) KAG LEASING, INC. (DOCUMENT NO. 2022095921) O.P.R.T.C.T. LOT 1AA BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) BROWN DISTRIBUTING COMPANY, LTD. (DOCUMENT NO. 2001002626) O.P.R.T.C.T. LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC CITY OF AUSTIN, TEXAS TRAVIS COUNTY PROJECT LOCATION VICINITY MAP 0 2 3 e t i u S , y p x E c a p o M . N 1 0 7 8 9 5 7 8 7 X T , n i t s u A m o c . s p d o o w t s e w 1 3 8 0 - 5 8 4 ) 2 1 5 ( 0 5 1 5 - 7 3 9 ) 8 8 8 ( 1 0 3 4 7 0 0 1 S L - . O N N O I T A R T S I G E R M R I F S L P B T 6 5 7 1 1 F - . O N N O I T A R T S I G E R M R I F E P B T . c n I , s e c i v r e S l a n o i s s e f o r P d o o w t s e W e n o h P e oll Fre T C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L L O C L O C C O L C O L C O L C O L LOC LOC L O C L O C L O C L O C L O C L O C L O C L O C L O C L O C L O C L O C LOC LOC L O C L O C L O C L O C LOC C L O O L C L O C LOC C O L LOC LOC L O C LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) LOC LOC LOC LOC C L O O L C R E T N E C E C I V R E S T S A E H T R O N A O C D R S I R R O M Y N N H O J 1 0 3 8 4 2 7 8 7 , S A X E T , Y T N U O C S V A R T , N I T S U A F O Y T I C H T R O N N A L P N O I T A L U C R I C T C E J O R P DESIGN DRAWN DATE SHEET NO. 35 SPC-2024-0456C 12 SPC-2024-0456C - FSD - NE Service Center; District 18 of 40 LOC LOC LOC LOC L C O O C L LOC LOC L O C LOC LOC LOC LOC LOC LOC LOC LOC LO C LOC LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L C O L L O C C O L C O L L O C L O C LOC C O L C O L C O L C O L C O L L O C L O C L O C LOC C L O O L C LOC CITY OF AUSTIN, TEXAS TRAVIS COUNTY PROJECT LOCATION VICINITY MAP L O C C O L L O C C O L L O C C O L L O C C O L LOC LOC LOC LOC LOC L O C LOC C O L LOC LOC L O C LO C LO C LOC LOC LOC LOC LOC L O C LOC L O C C O L CL O O L C CAPITAL METRO (VARIABLE-WIDTH RAIL ROAD RIGHT-OF-WAY) (VOLUME 13187, PAGE 3118) (VOLUME V, PAGE 224) (H&TC V-8 27) O.P.R.T.C.T. L O C C O L C L O O L C L O C C O L L O C L O C L O C C O L L O C L O C L O C L O C L O C LOC L O C LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOT 1 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) FNLR NON-FRICTION LLC (DOCUMENT NO. 2024039386) O.P.R.T.C.T. LOT 2 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) LEHNE PROPERTY HOLDINGS II, LLC (DOCUMENT NO. 2005211592) O.P.R.T.C.T. 0 2 3 e t i u S , y p x E c a p o M . N 1 0 7 8 9 5 7 8 7 X T , n i t s u A m o c . s p d o o w t s e w 1 3 8 0 - 5 8 4 ) 2 1 5 ( 0 5 1 5 - 7 3 9 ) 8 8 8 ( e n o h P e oll Fre T 1 0 3 4 7 0 0 1 S L - . O N N O I T A R T S I G E R M R I F S L P B T 6 5 7 1 1 F - . O N N O I T A R T S I G E R M R I F E P B T . c n I , s e c i v r e S l a n o i s s e f o r P d o o w t s e W R E T N E C E C I V R E S T S A E H T R O N A O C D R S I R R O M Y N N H O J 1 0 3 8 4 2 7 8 7 , S A X E T , Y T N U O C S V A R T , N I T S U A F O Y T I C H T U O S N A L P N O I T A L U C R I C T C E J O R P DESIGN DRAWN DATE SHEET NO. 36 SPC-2024-0456C 12 SPC-2024-0456C - FSD - NE Service Center; District 19 of 40 LEGEND DEED LINE PROPERTY LINE - ADJOINING TRACT PROPERTY LINE - SUBDIVISION EASEMENT LINE SIDEWALK APPARENT DEED OVERLAP APPARENT DEED GAP PROPOSED C.O.A. 100 YEAR FLOODPLAIN WETLANDS CEFs FOUND MONUMENT (SEE LABEL) SET MONUMENT (5/8-INCH REBAR W/"WESTWOOD 512-485-0831" CAP, U.N.O.) BENCHMARK OWNER OF RECORD: THE CITY OF AUSTIN, A TEXAS MUNICIPAL CORPORATION CONTACT: _______________________ ADDRESS: P.O. BOX 1088 Austin, Texas 78767 ________________ ________________ PH: EMAIL: ENGINEER: WESTWOOD PROFESSIONAL SERVICES CONTACT: HOLLIS A. SCHEFFLER ADDRESS: 8701 N. MOPAC EXPY, SUITE 320 AUSTIN, TEXAS 78759 (512)485-0831 HOLLIS.SCHEFFLER@WESTWOODPS.COM PH: EMAIL: SURVEYOR: JASON R. GABRIEL WESTWOOD PROFESSIONAL SERVICES CONTACT: ADDRESS: 211 NORTH LOOP 1604 EAST, SUITE 205 SAN ANTONIO, TEXAS 78232 (210)265-8300 JASON.GABRIEL@WESTWOODPS.COM PH: EMAIL: LAND USE: REZONING CASE NO.: NUMBER OF LOTS: NUMBER OF BLOCKS: LINEAR FOOTAGE OF STREETS: DEVELOPABLE LOT C14-2023-0140 1 1 N/A BENCHMARK LIST ( ( . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . VICINITY MAP E US 290 HWY / TX-290-TOLL W O L D M A N O R R O A D D A O RIS R R O NY M N H JO O R T E P M A C D A ALE RO D G SPRIN ) 4 4 2 E G A P , 4 6 4 0 1 E M U L O V ( ) 7 7 6 1 E G A P , 0 1 4 1 1 E M U L O V ( . . . . T C T R P O . . SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 5 OF 6 PLAT INDEX (NTS) D A O R S I R R O M Y N N H O J I ) Y A W - F O - T H G R C I L B U P H T D W - E L B A R A V I I ( LOT 1AB, BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) KAG LEASING, INC. (DOCUMENT NO. 2022095921) O.P.R.T.C.T. LOT 1AA, BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) BROWN DISTRIBUTING COMPANY, LTD. (DOCUMENT NO. 2001002626) O.P.R.T.C.T. LOYOLA LANE D V L B N I E T S E U L B D E TRAVIS COUNTY, TEXAS (NTS) CURVE TABLE CURVE # LENGTH RADIUS CHORD BEARING CHORD DELTA C1 C2 C3 16.33' 1042.58' S30° 32' 25"W 16.33' 0°53'50" 333.23' 1072.98' N35° 38' 49"E 331.90' 17°47'40" 83.45' 1119.75' N29° 25' 06"E 83.43' 4°16'12" LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) ( V A R I A B L E ( V - O W I C S 71°28'00" W 848.08' LOT 1 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) FNLR NON-FRICTION LLC (DOCUMENT NO. 2024039386) O.P.R.T.C.T. LOT 2 BLOCK "A" LEHNE ADDITION (DOCUMENT NO. 200700256) LEHNE PROPERTY HOLDINGS II, LLC (DOCUMENT NO. 2005211592) O.P.R.T.C.T. PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS ( L V U D T O L M H A P E U R I T M 1 A A 3 I E 1 L L ( H O & . T P . C V 8 , 7 R . V P , M R O T - . C 8 A P A G A D . T 2 . 7 E G E ) 2 E T R R I O 2 3 G 4 ) 1 H 1 T 8 - ) O F - W A Y ) 1"=300' 0' 300' 600' S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I I , A A 2 T O L : T A L P E R THIS SUBDIVISION PLAT IS LOCATED WITHIN THE FULL PURPOSE JURISDICTION OF THE CITY OF AUSTIN ON THIS, THE _____ DAY OF _______________, 2025 CASE NUMBER: C8-2024-0147.0A SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 1 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 12 SPC-2024-0456C - FSD - NE Service Center; District 110 of 40 LEGEND DEED LINE PROPERTY LINE - ADJOINING TRACT PROPERTY LINE - SUBDIVISION EASEMENT LINE SIDEWALK APPARENT DEED OVERLAP APPARENT DEED GAP PROPOSED C.O.A. 100 YEAR FLOODPLAIN WETLANDS CEFs FOUND MONUMENT (SEE LABEL) SET MONUMENT (5/8-INCH REBAR W/"WESTWOOD 512-485-0831" CAP, U.N.O.) BENCHMARK 1"=100' 0' 100' 200' FOUND 1/2-INCH REBAR R.O.W. WIDTH: 119.0' LOT 1AB, BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) KAG LEASING, INC. (DOCUMENT NO. 2022095921) O.P.R.T.C.T. 541.15' FOUND 1/2-INCH REBAR W/ CAP STAMPED "4WARD" S62°17'29"E 1663.00' LOT 1AA, BLOCK A RESUBDIVISION OF LOT 1A OF THE AMENDED PLAT OF LOTS 1 &2 BLOCK A OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACT (DOCUMENT NO. 202100042) BROWN DISTRIBUTING COMPANY, LTD. (DOCUMENT NO. 2001002626) O.P.R.T.C.T. 1121.85' FOUND 1/2-INCH REBAR W/ CAP STAMPED "4WARD" SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 5 OF 6 PLAT INDEX (NTS) 10'-WIDE ELECTRIC EASEMENT VOLUME 101 PAGES 199-200 P.R.T.C.T. DOCUMENT NO. 200000349 O.P.R.T.C.T. DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. I E S U E G A N A R D F O N O I T A R A L C E D 2 3 5 9 5 0 5 2 0 2 . O N . C O D . . . . T C T R P O . . ' . 1 7 4 1 5 1 ' E " 5 4 1 4 ° 7 2 N DECLARATION OF 15-FT ELECTRIC USE DOC. NO. 2025084450 O.P.R.T.C.T. DECLARATION OF WATER VAULT USE DOC. NO. 2025050288 O.P.R.T.C.T. DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. 80'-WIDE DRAINAGE EASEMENT "NO. 2" (VOLUME 11410, PAGE 1724) DRAINAGE EASEMENT (VOLUME 101, PAGES 199-200) (HEREBY VACATED) . . . . T C T R P O . . I ) Y A W - F O - T H G R C I L B U P H T D W - E L B A R A V I I ( ) 4 4 2 E G A P , 4 6 4 0 1 E M U L O V ( ) 7 7 6 1 E G A P , 0 1 4 1 1 E M U L O V ( D A O R S I R R O M Y N N H O J . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) A P P A R E N T 0 . 5 5 6 A C R E G A P B E T W E E N P L A T M E A S U R E M E N T S " H & T C V - 8 2 7 " A N D R A I L R O A D P L A T 1 0 ' - W I D E E L E C T R I C E A S E M E N T ( V O L U M E 1 0 1 P A G E S 1 9 9 - 2 0 0 P . R . T . C . T . 2 0 0 0 0 0 3 4 9 O . P . R . T . C . T . ( D O C U M E N T N O . ) ) ( V A R I A B L E ( V - O W I C ( L V U D T O L M H A P E U R I T ( H O & . T M 1 A A 3 I E 1 L L P . C V 8 R R . , 7 V P , O M T - . C 8 A P A G A D . T 2 . 7 E G E ) 2 E T R R I O 2 3 G 4 ) 1 H 1 T 8 - ) O F - W A Y ) S 1 1 ° 5 8 ' 5 7 " W 1 6 2 2 . 6 8 ' 2 0 ' - W I D E P I P E L I N E E A S E M E N T A N D R I G H T - O F - W A Y V O L U M E 1 1 0 7 6 , R . P . R . T . C . T . P A G E 3 0 S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I I , A A 2 T O L : T A L P E R PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS CASE NUMBER: C8-2024-0147.0A A P P A R E N T 0 . 5 5 6 A C R E G A P B E T W E E N P L A T M E A S U R E M E N T S SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 2 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 12 SPC-2024-0456C - FSD - NE Service Center; District 111 of 40 LEGEND DEED LINE PROPERTY LINE - ADJOINING TRACT PROPERTY LINE - SUBDIVISION EASEMENT LINE SIDEWALK APPARENT DEED OVERLAP APPARENT DEED GAP PROPOSED C.O.A. 100 YEAR FLOODPLAIN WETLANDS CEFs FOUND MONUMENT (SEE LABEL) SET MONUMENT (5/8-INCH REBAR W/"WESTWOOD 512-485-0831" CAP, U.N.O.) BENCHMARK DRAINAGE EASEMENT (VOLUME 101, PAGES 199-200) (HEREBY VACATED) DRAINAGE EASEMENT (VOLUME 101, PAGES 199-200) (HEREBY VACATED) 1"=100' 0' 100' 200' SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 5 OF 6 PLAT INDEX (NTS) ( V A R I A B L E ( V - O W I C ( L V U D T O L M H A P E U R I T M 1 A A 3 I E 1 L L ( H O & . T P . C R . V 8 , 7 M R O V P , T - . C 8 A P A G A D E T R . T 2 . 7 E G E ) 2 R I O 2 3 G 4 ) 1 H 1 T 8 - ) O F - W A Y ) E A S E M E N T A N D R I G H T - O F - W A Y V O L U M E 1 1 0 7 6 , R . P . R . T . C . T . P A G E 3 0 A P P A R E N T 0 . 5 5 6 A C R E G A P B E T W E E N P L A T M E A S U R E M E N T S " H & T C V - 8 2 7 " 1 0 ' - W I D E E L E C T R I C E A S E M E N T A N D R A I L R O A D P L A T ( V O L U M E 1 0 1 P A G E S 1 9 9 - 2 0 0 P . R . T . C . T . 2 0 0 0 0 0 3 4 9 O . P . R . T . C . T . ( D O C U M E N T N O . 2 0 ' - W I D E P I P E L I N E E A S E M E N T A N D R I G H T - O F - W A Y P A G E 3 0 ) ( V O L U M E 1 1 0 7 6 , R . P . R . T . C . T . ) ) 65'-WIDE DRAINAGE EASEMENT "NO. 1" (VOLUME 11410, PAGE 1724) DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. ' . 1 7 4 1 5 1 ' E " 5 4 1 4 ° 7 2 N ' . 1 4 7 5 1 ' . 4 6 1 2 1 R.O.W. WIDTH: 121.0' D A O R S I R R O M Y N N H O J I ) Y A W - F O - T H G R C I L B U P H T D W - E L B A R A V I I ( ) 4 4 2 E G A P , 4 6 4 0 1 E M U L O V ( ) 7 7 6 1 E G A P , 0 1 4 1 1 E M U L O V ( . . . . T C T R P O . . DECLARATION OF 15-FT ELECTRIC USE DOC. NO. 2025084450 O.P.R.T.C.T. 10'-WIDE ELECTRIC EASEMENT (VOLUME 101 PAGES 199-200 P.R.T.C.T.) (DOCUMENT NO. 200000349 O.P.R.T.C.T.) FOUND 1/2-INCH REBAR 19.71' DECLARATION OF 120' WIDE ELECTRIC TRANSMISSION, ELECTRIC DISTRIBUTION, AND ELECTRIC COMMUNICATION LINES AND SYSTEMS DOC. NO. 2025084451 O.P.R.T.C.T. . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . FOUND 1/2-INCH REBAR ' . 4 5 1 1 7 ' E " 4 2 8 1 ° 7 2 N DECLARATION OF WATER VAULT USE DOC. NO. 2025050288 O.P.R.T.C.T. APPARENT 0.106 ACRE OVERLAP OF DEED MEASUREMENTS 5.80 ACRE ELECTRIC LINES & SYSTEMS AND TELEPHONE LINES EASEMENT (VOLUME 3429, PAGE 614) DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. DECLARATION OF 120' WIDE ELECTRIC TRANSMISSION, ELECTRIC DISTRIBUTION, AND ELECTRIC COMMUNICATION LINES AND SYSTEMS DOC. NO. 2025084451 O.P.R.T.C.T. LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) S 1 1 ° 5 8 ' 5 7 " W 1 6 2 2 . 6 8 ' 1 F / O 2 - U N I N D C H R E B A R S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS I , A A 2 T O L : T A L P E R CASE NUMBER: C8-2024-0147.0A SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 3 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 12 SPC-2024-0456C - FSD - NE Service Center; District 112 of 40 1"=100' 0' 100' 200' SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 5 OF 6 PLAT INDEX (NTS) DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. LEGEND DEED LINE PROPERTY LINE - ADJOINING TRACT PROPERTY LINE - SUBDIVISION EASEMENT LINE SIDEWALK APPARENT DEED OVERLAP APPARENT DEED GAP PROPOSED C.O.A. 100 YEAR FLOODPLAIN WETLANDS CEFs FOUND MONUMENT (SEE LABEL) SET MONUMENT (5/8-INCH REBAR W/"WESTWOOD 512-485-0831" CAP, U.N.O.) BENCHMARK ' . 4 5 1 1 7 ' E " 4 2 8 1 ° 7 2 N 3 C FOUND 1/2-INCH REBAR W/CAP STAMPED "4WARD" 2 C D A O R.O.W. WIDTH: 122.6' Y) A W - F O 4) 7) - T 4 7 H RIS R E 2 6 LIC RIG E 1 G G A A 4, P R 0, P O B 6 U Y M 4 1 H P 0 4 E 1 1 N E 1 WID M N M U H U L O O L O (V J (V RIA A (V O.P.R.T.C.T. - E L B T DECLARATION OF WATER VAULT USE DOC. NO. 2025050288 O.P.R.T.C.T. APPARENT 0.106 ACRE OVERLAP OF DEED MEASUREMENTS DECLARATION OF 15-FT ELECTRIC USE DOC. NO. 2025084450 O.P.R.T.C.T. 15-FT PUBLIC ACCESS DECLARATION DOC. NO. 2025076216 O.P.R.T.C.T. LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) FOUND 1/2-INCH REBAR 3.19' <3.27'> FOUND 1/2-INCH REBAR W/ YELLOW CAP (ILLEGIBLE) FOUND 1/2-INCH REBAR FOUND 1/2-INCH REBAR W/ CAP STAMPED "TERRA FIRMA" 1138.93' LOT 1 LOT 1 BLOCK "A" BLOCK "A" LEHNE ADDITION LEHNE ADDITION (DOCUMENT NO. 200700256) (DOCUMENT NO. 200700256) FNLR NON-FRICTION LLC FNLR NON-FRICTION LLC (DOCUMENT NO. 2024039386) (DOCUMENT NO. 2024039386) O.P.R.T.C.T. O.P.R.T.C.T. N55°25'35"W 2438.03' FOUND 1/2-INCH REBAR PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS 1295.91' LOT 2 LOT 2 BLOCK "A" BLOCK "A" LEHNE ADDITION LEHNE ADDITION (DOCUMENT NO. 200700256) (DOCUMENT NO. 200700256) LEHNE PROPERTY HOLDINGS II, LLC LEHNE PROPERTY HOLDINGS II, LLC (DOCUMENT NO. 2005211592) (DOCUMENT NO. 2005211592) O.P.R.T.C.T. O.P.R.T.C.T. CASE NUMBER: C8-2024-0147.0A SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 4 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I I , A A 2 T O L : T A L P E R . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . 12 SPC-2024-0456C - FSD - NE Service Center; District 113 of 40 LEGEND Y A E E F-W 0 E 3 LIN T-O G A H E PIP 6, P D RIG 7 0'-WID 0 N 1 E 1 T A M N U E L M O E V S A E R.P.R.T.C.T. 2 0' DEED LINE PROPERTY LINE - ADJOINING TRACT PROPERTY LINE - SUBDIVISION EASEMENT LINE SIDEWALK APPARENT DEED OVERLAP APPARENT DEED GAP PROPOSED C.O.A. 100 YEAR FLOODPLAIN WETLANDS CEFs FOUND MONUMENT (SEE LABEL) SET MONUMENT (5/8-INCH REBAR W/"WESTWOOD 512-485-0831" CAP, U.N.O.) BENCHMARK [ ] { } ( ) < > / / * * RECORD PER DOCUMENT NO. 200000349 RECORD PER DOCUMENT NO. 202100042 RECORD PER DOCUMENT NO. 2013227429 RECORD PER DOCUMENT NO. 200700256 RECORD PER VOLUME 11410, PAGE 1677 RECORD PER VOLUME 10464, PAGE 244 0 P.R.T.C.T.) 9 O.P.R.T.C.T.) 7" S T N C V-8 2 T E N M E E M E R R E C S U 0 6 A A T 9-2 S RIC E & 4 A 3 5 9 T "H E 0 S 1 T 0.5 0 T M T 0 C 0 E 1"=100' E G 0 A L O. 2 A A L E E N 1 P L D P E N P 0'-WID T N R 0 A E 1 A 200' 100' N E P O M E E P AIL R M W U A U L T O C E (V O P B D R (D A N G A 1 S11°58'57"W 1622.68' 0 P.R.T.C.T.) 9 O.P.R.T.C.T.) T N E M E S 0 A 9-2 RIC E 4 3 9 0 S 1 0 T 0 C 0 E E G 0 L O. 2 A E E 1 P T N 0 E 1 N M E M U U L O C (V O (D 0'-WID 1 DECLARATIO N OF 120' WIDE ELECTRIC TRANS MISSIO N, ELECTRIC DISTRIBUTIO N, AN D M U NICATIO N LINES AN D SYSTEM S D OC. N O. 2025084451 ELECTRIC CO M O.P.R.T.C.T. 5.80 ACRE A N D TELEPH O NE LINES EASEMENT ELECTRIC LINES & SYSTEMS (V OLU ME 3429, PAGE 614) DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. (V OLU ME 101, PAGES 199-200) DRAIN AGE EASEMENT . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . FOUND 1/2-INCH REBAR S60°33'11"E 15.85' (S57°59'35"E 16.37') EASEMENT AND RIGHT-OF-WAY 20'-WIDE PIPELINE (VOLUME 11076, PAGE 30) R.P.R.T.C.T. S11°57'27"W 1046.31' OVERLAP OF DEED MEASUREMENTS APPARENT 0.025 ACRE AND RAIL ROAD PLAT "H&TC V-8 27" TO BE DEEDED TO CAPITAL METRO VOL. 13187, PG. 3118 O.P.R.T.C.T. SHEET 2 OF 6 SHEET 3 OF 6 SHEET 4 OF 6 SHEET 5 OF 6 PLAT INDEX (NTS) APPARENT 0.256 ACRE OVERLAP OF DEED MEASUREMENTS AND RAIL ROAD PLAT "H&TC V-8 27" TO BE DEEDED TO CAPITAL METRO VOL. 13187, PG. 3118 O.P.R.T.C.T. C1 F O U N D (VARIABLE-WIDTH RAIL ROAD RIGHT-OF-WAY) CAPITAL METRO (VOLUME 13187, PAGE 3118) (VOLUME V, PAGE 224) (H&TC V-8 27) O.P.R.T.C.T. S 3 DECLARATION OF DRAINAGE USE DOC. NO. 2025059532 O.P.R.T.C.T. 5'0 8 " W 3 4 4.8 7' 1 ° 4 S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I 1 / 2 -I N C H R E B A R N 55°25'35" W 2438.03' N O. 200700256) O. 2005211592) O.P.R.T.C.T. LE H N E P R O PERTY H O L DIN G S II, LLC L O T 2 BL O C K "A" LE H N E A D DITIO (D O C U M E N T N (D O C U M E N T N I , A A 2 T O L : T A L P E R CASE NUMBER: C8-2024-0147.0A SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 5 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 LOT 2AA BLOCK A 131.79 ACRES (5,740,609 SQUARE FEET) A C D C O E C . 1 5 S - F S T N D P O E U C B O . P . . 2 L A L I C R 0 2 R .T. C .T. 5 A 0 7 T I 6 O 2 N 1 6 1295.91' PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS 12 SPC-2024-0456C - FSD - NE Service Center; District 114 of 40 SURVEYOR'S NOTES ENGINEER'S CERTIFICATE 1. 2. 3. BEARING SYSTEM FOR THIS SURVEY IS TEXAS STATE PLANE COORDINATE SYSTEM OF 1983 (2011 ADJUSTMENT), CENTRAL ZONE 4203, BASED ON FIELD WORK COMPLETED ON MAY 20, 2024. DISTANCES AND AREAS HAVE BEEN SCALED USING THE TXDOT STANDARD SURFACE ADJUSTMENT FACTOR FOR TRAVIS COUNTY, TEXAS OF 1.0001. SUBJECT PROPERTY IS SHOWN ON THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS, MAP NO. 48453C0460K, COMMUNITY PANEL NO. 481026 0460 K, AND MAP NO. 48453C0470K, COMMUNITY PANEL NO. 481026 0470 K, BOTH WITH A REVISION DATE OF JANUARY 6, 2016. ALL OF THE SUBJECT PROPERTY IS SHOWN TO BE LOCATED IN FLOOD ZONE "X" (UNSHADED) ON SAID MAP. RELEVANT ZONES ARE DEFINED ON SAID MAP AS FOLLOWS: ZONE "X" (UNSHADED) - AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. SQUARE FOOTAGE TOTALS SHOWN HEREON OR REFERENCED HEREIN ARE BASED ON MATHEMATICAL CLOSURES AND DO NOT NECESSARILY REPRESENT THE POSITIONAL ACCURACY OF THE BOUNDARY MONUMENTS. PLAT NOTES GENERAL NOTES: 1. ALL STREETS, DRAINAGE, SIDEWALKS, WATER AND WASTEWATER LINES, AND EROSION CONTROLS SHALL BE CONSTRUCTED AND INSTALLED TO CITY OF AUSTIN STANDARDS. 2. THE OWNER OF THIS SUBDIVISION AND THE OWNER'S SUCCESSORS AND ASSIGNS ARE RESPONSIBLE FOR CONSTRUCTION OF SUBDIVISION IMPROVEMENTS THAT COMPLY WITH CITY OF AUSTIN REGULATIONS. THE OWNER UNDERSTANDS THAT PLAT VACATION OR REPLATTING MAY BE REQUIRED, AT THE OWNER'S EXPENSE, IF PLANS TO CONSTRUCT THIS SUBDIVISION DO NOT COMPLY WITH THE REGULATIONS. APPROVAL OF THIS SUBDIVISION DOES NOT GUARANTEE FUTURE APPROVAL OF VARIANCES TO THE CITY OF AUSTIN REGULATIONS THAT MAY BE REQUIRED AT LATER STAGES OF DEVELOPMENT. 3. BUILDING SETBACK LINES SHALL BE IN CONFORMANCE WITH CITY OF AUSTIN ZONING ORDINANCE REQUIREMENTS. 4. ALL RESTRICTIONS FROM THE PREVIOUSLY RECORDED AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS RECORDED IN DOC. NO. 200000349 WILL APPLY TO THIS RESUBDIVISION OF LOT 2A OF AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS. 5. 6. 7. THE ELECTRIC UTILTY HAS THE RIGHT TO PRUNE AND/OR REMOVE TREES, SHRUBBERY AND OTHER OBSTRUCTIONS TO THE EXTENT NECESSARY TO KEEP THE EASEMENTS CLEAR. THE UTILITY WILL PERFORM ALL TREE WORK IN COMPLIANCE WITH CHAPTER 25, ARTICLE II OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER/DEVELOPER OF THIS SUBDISION/LOT SHALL PROVIDE THE CITY OF AUSTIN ELECTRIC UTILITY DEPARTMENT WITH ANY DECLARATION AND/OR ACCESS REQUIRED, IN ADDITION TO THOSE INDICATED, FOR THE INSTALLATION AND ONGOING MAINTENANCE OF OVERHEAD AND UNDERGROUND ELECTRIC FACILITIES. THESE EASEMENTS AND/OR ACCESS ARE REQUIRED TO PROVIDE ELECTRIC SERVICE TO THE BUILDING, AND WILL NOT BE LOCATED SO AS TO CAUSE THE SITE TO BE OUT OF COMPLIANCE WITH CHAPTER 25 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE. THE OWNER SHALL BE RESPONSIBLE FOR ANY INSTALLATION OF TEMPORARY EROSION CONTROL, REVEGETATION AND TREE PROTECTION. IN ADDITION, THE OWNER SHALL BE RESPONSIBLE FOR ANY TREE PRUNING AND TREE REMOVAL THAT IS WITHIN TEN FEET OF THE CENTERLINE OF THE SERVICE TO THIS PROJECT. AUSTIN ENERGY WORK SHALL ALSO BE INCLUDED WITHIN THE LIMITS OF CONSTRUCTION FOR THIS PROJECT. 8. ANY RELOCATION OF ELECTRIC FACILITIES SHALL BE AT OWNERS EXPENSE. 9. EROSION/SEDIMENTATION CONTROLS ARE REQUIRED FOR ALL CONSTRUCTION ON EACH LOT, PURSUANT TO LAND DEVELOPMENT CODE, AND THE ENVIRONMENTAL CRITERIA MANUAL. 10. THE WATER UTILITY SYSTEM SERVING THIS SUBDIVISION MUST BE IN ACCORDANCE WITH THE CITY OF AUSTIN UTILITY DESIGN CRITERIA. THE WATER UTILITY PLAN MUST BE REVIEWED AND APPROVED BY AUSTIN WATER. ALL WATER AND WASTEWATER CONSTRUCTION MUST BE APPROVED BY THE CITY OF AUSTIN. THE LANDOWNER MUST PAY THE CITY INSPECTION FEE WITH THE UTILITY CONSTRUCTION. 11. EACH LOT WITHIN THIS SUBDIVISION SHALL HAVE SEPARATE SEWER TAPS, SEPARATE WATER METERS AND THEIR RESPECTIVE PRIVATE WATER AND SEWER SERVICE LINES SHALE BE POSITIONED OR LOCATED IN A MANNER THAT WILL NOT CROSS LOT LINES. 12. BY APPROVING THIS PLAT, CITY OF AUSTIN ASSUMES NO OBLIGATION TO CONSTRUCT ANY INFRASTRUCTURE IN CONNECTION WITH THIS SUBDIVISION. THE INFRASTRUCTURE REQUIRED FOR THE DEVELOPMENT ON THE LOTS IN THIS SUBDIVISION, IS THE RESPONSIBILITY OF THE DEVELOPER AND/OR THE OWNERS OF THE LOTS. FAILURE TO CONSTRUCT ANY REQUIRED INFRASTRUCTURE TO CITY OF AUSTIN STANDARDS MAY BE JUST CAUSE FOR THE CITY TO DENY APPLICATIONS FOR CERTAIN DEVELOPMENT PERMITS INCLUDING BUILDING PERMITS, SITE PLAN APPROVALS AND/OR CERTIFICATES OF OCCUPANCY. 13. ALL DRAINAGE IMPROVEMENTS ARE REQUIRED TO BE CONSTRUCTED AND INSTALLED TO CITY OF AUSTIN STANDARDS. 14. ALL DRAINAGE EASEMENTS ON PRIVATE PROPERTY SHALL BE MAINTAINED BY THE OWNER AND HIS OR HER ASSIGNS. 15. NO OBJECTS, INCLUDING BUT NOT LIMITED TO, BUILDINGS, FENCES OR LANDSCAPING SHALL BE ALLOWED IN A DRAINAGE EASEMENT EXCEPT AS APPROVED BY THE CITY OF AUSTIN AND TRAVIS COUNTY. 16. WATER QUALITY CONTROLS ARE REQUIRED FOR ALL DEVELOPMENT PURSUANT TO THE LAND DEVELOPMENT CODE. 17. THE OWNER OF THE PROPERTY IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE NATIONAL ELECTRIC SAFETY CODE (NESC), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, CITY OF AUSTIN RULES AND REGULATIONS AND TEXAS STATE LAWS PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO OVERHEAD POWER LINES AND EQUIPMENT. AUSTIN ENERGY WILL NOT RENDER ELECTRIC SERVICE UNLESS REQUIRED CLEARANCES ARE MAINTAINED. ALL COSTS INCURRED BECAUSE OF FAILURE TO COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE OWNER. 18. PUBLIC SIDEWALKS, BUILT TO CITY OF AUSTIN STANDARDS, ARE REQUIRED ALONG THE FOLLOWING STREETS AND AS SHOWN BY A DOTTED LINE ON THE FACE OF THE PLAT: JOHNNY MORRIS ROAD THESE SIDEWALKS SHALL BE IN PLACE PRIOR TO THE LOT BEING OCCUPIED. FAILURE TO CONSTRUCT THESE SIDEWALKS AMY RESULT IN WITHHOLDING OF CERTIFICATES OF OCCUPANCY, BUILDING PERMITS, OR UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. 19. PROPERTY OWNER SHALL PROVIDE FOR ACCESS TO DRAINAGE EASEMENTS AS MAY BE NECESSARY AND SHALL NOT PROHIBIT ACCESS BY GOVERNMENTAL AUTHORITIES. 20. NO STRUCTURE SHALL BE OCCUPIED UNTIL THE WATER QUALITY CONTROL AND DETENTION FACILITY HAVE BEEN CONSTRUCTED, INSPECTED, AND ACCEPTED BY THE CITY OF AUSTIN. 21. A WATERWAY SETBACK MAY BE LOCATED ON THIS PROPERTY; ALLOWABLE DEVELOPMENT IS VERY LIMITED IN WATERWAY SETBACKS PER THE LAND DEVELOPMENT CODE. 22. ALL ACTIVITIES WITHIN THE CRITICAL ENVIRONMENTAL FEATURES (CEFs) AND ASSOCIATED SETBACKS MUST COMPLY WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE. 23. NO LOT SHALL BE OCCUPIED UNTIL THE STRUCTURE IS CONNECTED TO THE CITY OF AUSTIN WATER AND WASTEWATER UTILITY SYSTEM. SURVEYOR'S CERTIFICATE I, JASON R. GABRIEL, AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF LAND SURVEYING, AND HEREBY CERTIFY THAT THIS PLAT COMPLIES WITH SURVEYING RELATED PORTIONS OF TITLE 25 OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, AND WAS PREPARED FROM AN ACTUAL ON THE GROUND SURVEY OF THE PROPERTY MADE UNDER MY DIRECTION AND SUPERVISION. _____________________________ JASON R. GABRIEL REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6530 JASON.GABRIEL@WESTWOODPS.COM WWW.WESTWOODPS.COM I, HOLLIS A. SCHEFFLER , AM AUTHORIZED UNDER THE LAWS OF THE STATE OF TEXAS TO PRACTICE THE PROFESSION OF ENGINEERING, AND HEREBY CERTIFY THAT THIS PLAT IS FEASIBLE FROM AN ENGINEERING STANDPOINT AND COMPLIES WITH THE ENGINEERING RELATED PORTIONS OF TITLE 25OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE, AND IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. NO PORTION OF THIS TRACT IS WITHIN THE DESIGNATED FLOOD HAZARD AREA AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NOs. 48453CO0460K AND 48453C0470K, TRAVIS COUNTY, TEXAS, BOTH REVISED JANUARY 6, 2016, COMMUNITY PANEL NO. 481026. MINIMUM FINISHED FLOOR ELEVATION FOR ALL AFFECTED STRUCTURES SHALL BE TWO (2) FEET ABOVE THE ADJACENT ATLAS 14 100-YEAR FLOODPLAIN ELEVATION AS SHOWN HEREON. _____________________________ HOLLIS A. SCHEFFLER, P.E. LICENSED PROFESSIONAL ENGINEER NO. 136049 HOLLIS.SCHEFFLER@WESTWOODPS.COM WWW.WESTWOODPS.COM OWNER & NOTARY CERTIFICATE STATE OF TEXAS COUNTY OF TRAVIS § § THAT THE CITY OF AUSTIN, ACTING BY AND THROUGH MICHAEL GATES, BEING THE LEGAL OWNER OF LOT 2A, BLOCK A OF THE AMENDED PLAT OF LOTS 1 AND 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS, A SUBDIVISION OF RECORD IN DOCUMENT NO. 200000349, OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, ALSO BEING THE OWNER OF A CALLED 65.79 ACRES, SAID LOT 2A ("TRACT 1") AND SAID 65.79 ACRES ("TRACT 2") BEING CONVEYED BY DEED OF RECORD IN DOCUMENT NO. 2013227429 OF THE OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY, TEXAS, AND SAID SUBDIVISION HAVING BEEN APPROVED FOR THE RESUBDIVISION PURSUANT TO THE PUBLIC NOTIFICATION AND HEARING PROVISIONS OF CHAPTER 212.014 OF THE LOCAL GOVERNMENT CODE, DO HEREBY RESUBDIVIDE LOT 2A IN ACCORDANCE WITH THE MAP OR PLAT ATTACHED HERETO, TO BE KNOWN AS: LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND DO HEREBY DEDICATE TO THE PUBLIC THE USE OF ALL STREETS AND EASEMENTS SHOWN HEREON, SUBJECT TO ANY AND ALL EASEMENTS OR RESTRICTIONS HERETOFORE GRANTED AND NOT RELEASED. WITNESS MY HAND, THIS THE ______ DAY OF _______, 2025 A.D. ______________________________________________________________________________________ BY: MICHAEL GATES, REAL ESTATE OFFICER CITY OF AUSTIN, TEXAS, A TEXAS MUNICIPAL CORPORATION STATE OF TEXAS COUNTY OF TRAVIS § § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS DAY DID PERSONALLY APPEAR MICHAEL GATES, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND HAS ACKNOWLEDGED TO ME THAT THEY HAVE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. __________ ___________________________________ __________________ NOTARY PUBLIC, STATE OF _______________ DATE MAYOR/CITY SECRETARY CERTIFICATE APPROVED, ACCEPTED AND AUTHORIZED FOR RECORD BY THE DIRECTOR, DEVELOPMENT SERVICES DEPARTMENT, CITY OF AUSTIN, COUNTY OF TRAVIS, THIS THE ____ DAY OF _____________, 20__, AD. _________________________________________________ JOEY DE LA GARZA FOR: KEITH W. MARS, AICP, INTERIM DIRECTOR DEVELOPMENT SERVICES DEPARTMENT COUNTY CLERK CERTIFICATE STATE OF TEXAS: COUNTY OF TRAVIS: I, DYANA LIMON-MERCADO, CLERK OF TRAVIS COUNTY, TEXAS, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT OF WRITING AND ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE ON THE ______ DAY OF ______________ A.D. 2025 AT _____ O'CLOCK (AM/PM), PLAT RECORDS OF SAID COUNTY AND STATE AS DOCUMENT NUMBER _______________, OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY. WITNESS MY HAND AND SEAL OF OFFICE THE COUNTY CLERK, THIS _____ DAY OF _______________, 2025 A.D. S T C A R T . . E R C A 6 3 6 8 & 0 0 0 3 P U O R G L A R T S U D N I PROJECT NO: 0051279.00 CHECKED: DRAWN: JRG RPP A PLAT OF LOT 2AA, INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS BEING A REPLAT OF LOT 2A OF THE AMENDED PLAT OF LOTS 1 & 2, BLOCK "A" OF INDUSTRIAL GROUP 30.00 & 86.36 ACRE TRACTS AND A PORTION OF THAT CERTAIN 65.79 ACRE TRACT DESCRIBED IN A DEED TO THE CITY OF AUSTIN, DATED DECEMBER 26, 2013, RECORDED IN DOCUMENT NO. 2013227429, O.P.R.T.C.T. AUSTIN, TEXAS __________________________________________________________ DYANA LIMON-MERCADO, COUNTY CLERK TRAVIS COUNTY, TEXAS I , A A 2 T O L : T A L P E R CASE NUMBER: C8-2024-0147.0A SHEET NUMBER: Phone To(cid:79)(cid:79) (cid:41)(cid:85)ee (512) 485-0831 (888) 937-5150 8701 NORTH MOPAC EXPY, STE 320 AUSTIN, TX 78759 6 OF 6 TBPELS ENGINEERING FIRM REGISTRATION NO. 11756 TBPELS SURVEYING FIRM REGISTRATION NO. 10074301 DATE: 8/01/2025 . . G W D P R 0 0 9 7 2 1 5 0 0 \ T A L P E R \ 5 2 0 2 \ D 3 C Y E V R U S \ G W D \ D A C 6 0 \ 0 0 9 7 2 1 5 0 0 \ : N . TEREORSTATOFTEXASGISDFESSIONALSURVEYRPRLANDEEO8/1/202512 SPC-2024-0456C - FSD - NE Service Center; District 115 of 40 A.U.L.C.C. AUSTIN UTILITY LOCATION & COORDINATION COMMITTEE AULCC Completeness Letter (Non-CIP) Each General Permit, or Site Plan, application has specific submittal requirements. All applications will be reviewed for completeness of submittal requirements. It is the responsibility of the applicant, design engineer, or surveyor; to ensure that all items required in the submittal packet are complete. If the application is complete, it will be accepted for review and comments. If the application is incomplete, the applicant will be advised of the deficiencies, which must be addressed before the application is accepted for review for a certain cycle. Tracking # : UCC-241219-04-04 Row Id # : 13434060 Name of Project : AWU-8001 1/2 & 8301 Johnny Morris Rd-COA Northeast Service Center-Site Utilities - PuPR Contact Name : David Fusilier E-mail Address : david.fusilier@westwoodps.com Permit # Expires : 2024-154674 UC 07/02/2027 Checked for Completeness Complete Incomplete By the following Reviewers : Jaclyn Lozano & Brian Hoang Utility Coordination This project has completed the AULCC process. An approval granted by the AULCC Coordinator will not imply that utilities are clear of the proposed construction. All conflicts discovered after the date of this letter, will require resolution by the applicant or owner. This is an AULCC approval only. Applicant must still comply with all General Permit or Site Plan submittal requirements, Land Management Agreement processes, and all required Right of Way coordination and permitting requirements. All projects with the Downtown Austin Project Coordination Zone (DAPCZ) will require coordination per City Code 14-11-167. Please address all comments in writing and submit with your application AULCC Comments : 1) All possible conflicts may not be represented by information supplied by utilities and departments. Verification of utility locations, as represented by the utilities, are the sole responsibility of the Project Owner,and Project Engineer. Please have contractor call 811 or 1-800-DigTess for utility locates prior to excavation. 2) If utilities with "No Response" status are identified as a conflict, notify the AULCC Coordinator. 3) Applicant, or Project Owner, will be required to resolve all conflicts discovered after the date of this letter.If conflict resolution is requested of the AULCC, please resubmit for review. 4) 5) Project Owner, or Project Contact must work directly with private utility owners for resolutions to conflicts. Any additional developmental review disciplines, or additional reviewers, may be added for review and approval. Please see below for any additional information and required reviews. Complying with any additional requirements noted by the AULCC, will be the responsibility of the Project Owner. Please see below and attached for additional comments, and/or requirements. 1 12 SPC-2024-0456C - FSD - NE Service Center; District 116 of 40A.U.L.C.C. AUSTIN UTILITY LOCATION & COORDINATION COMMITTEE AULCC Completeness Letter (Non-CIP) Additional Comments and/or Requirements continued: Coordination Opportunities: -PWD-ARR Northeast Service Center, Simon Tseng, 5123995374, stseng@dunaway.com 2 12 SPC-2024-0456C - FSD - NE Service Center; District 117 of 40This Master Comment Report includes all staff comments received to date about your most recent site plan submittal. The comments may include requirements, recommendations, or information. The requirements in this report must be addressed by an updated site plan submittal. Update: U3 Email: meg.greenfield@austintexas.gov Case Number: SPC-2024-0456C Revision #: 00 Case Manager: Meg Greenfield Phone #: Project Name: FSD - NE Service Center Location: 8301 JOHNNY MORRIS RD Submittal Date: July 22, 2025 Report Due Date: August 5, 2025 Final Report Date: August 4, 2025 Update Deadline (Expiration Date): January 26, 2026 Final Update Deadline [LDC § 25-5-113]:  Failure to submit a final update by the deadline will result in the automatic denial of the application, unless: (1) The site plan application has been approved; or (2) A request for an extension has been granted. [LDC § 25-1-82(F)]  If the deadline falls on a weekend or City of Austin holiday, the next City of Austin workday will be the deadline.  The applicant or their agent is responsible for updating this site plan application and clearing all comments. TO RESUBMIT:  Upload updated documents into the Bluebeam project previously provided.  Add documents to the folder “SITE” > “4 – SP Formal Review” > “U4.” If there is not a folder for the subsequent cycle, please create one for the next cycle number. Include a full set of plans for each rejected discipline and responses to all comments.   Please do not upload outdated or unnecessary/repetitive documents to the new folder. Only upload UPDATED plans, responses to the last comment report, or documents asked for by reviewers. Inform Puprintake@austintexas.gov and Meg Greenfield once the documents have been uploaded.   Site Plan Approval:  The site plan will be approved when all requirements from each review discipline have been addressed. 12 SPC-2024-0456C - FSD - NE Service Center; District 118 of 4012 SPC-2024-0456C - FSD - NE Service Center; District 119 of 40REVIEWERS: Planner 1 : Katie Luna TPW-TDS : Juan Camou Fire For Site Plan : Patrick Jones Land Development Engineering : William Bennett Site Plan Plumbing : Juan Beltran AW Utility Development Services : Bradley Barron Wetlands Biologist : Kenneth Sparks AW Pipeline Engineering : Stephen Schultz AW Reclaim and Reuse : Dalila Loiacomo Electric : Tiezheng Zhao Industrial Waste : Olivia Jimenez Site Plan : Meg Greenfield Wildland Urban Interface : Patrick Jones Electric Review – Tiezheng Zhao (512) 972-8482 - tiezheng.zhao@austinenergy.com Informal update. EL1-EL 8. Current Status: Cleared. New Comments: EL9. Current Status: Pending U3: Please contact AE Tiezheng.Zhao@austinenergy.com for discussion on inter- department License Agreements for the proposed WW line and Public Access sidewalk crossing AE existing Transmission easement / proposed 120' AE Declaration of use. TPW-TDS Review – Juan Camou (512) 974-6590 - juan.camou@austintexas.gov TPW 1: Comment Status: Cleared  U2: Comment Cleared.  U1: All parking must be provided in accordance with design and construction standards of the TCM. Show dimensions for: stall width, depth of stall 90 degrees to aisle, width of stall parallel to aisle, aisle width, module width, and angle of parking stalls. Please verify information. North parking lot appears to angle for parking stalls. South parking is missing depth for parking spaces. Parking garage is missing stall widths at all levels. Reference: TCM Table 9-1, Table 9-2, and Table 9-3. TPW 2: Comment Status: Cleared  U3: Comment Cleared. 12 SPC-2024-0456C - FSD - NE Service Center; District 120 of 40  U2: Pending approval of waiver. For left turn waiver exhibit, please label dimensions for sight lines shown. Also, please provide the vertical component that confirms visibility of traffic on Johnny Morris Rd is maintained along the vertical curves of the roadway.  U1: Stopping sight distance is required for all driveway approaches located in the south portion of the proposed site. Submit driveway profiles and calculations to verify sight distance. Reference: TCM, 7.6.1 TPW 3: Comment Status: Cleared  U3: Comment Cleared.  U2: Pending. Please show dimensions for the 2 ft shoulder and 25 ft open ditch on the dimension control plans sheets per meeting on 6/25/2025.  U1: Please provide dimensions of ROW improvements. Johnny Morris Rd is a Level 3 Street per ASMP. The recommended non-curbed and gutter street design is a 4 feet shoulder, 20 foot open ditch/swale with a 12 shared use path with a 2 foot setback behind SUP for maintenance. Reference: TCM, Table 2-3, TPW 4: Comment Status: Cleared.  U3: Cleared. Declaration of Use at ROW will be recorded at the Johnny Morris Rd widening project.  U2: Pending. Please provide a declaration of use for the shared use path.  U1: A declaration of use is required if the public sidewalk enters onto private property. Provide an additional two feet within the easement for maintenance purposes. Reference: TCM, 4.1.1, 4.1.2. TPW 5: Comment Status: Pending  U3: The site appears to be lacking 10 bicycle parking spaces based on the requirements outlined in the bike parking table.  U2: Pending. Please provide a separate table for the bike parking count that includes visitor and employee parking only. For uses as described in Section 25-2-5 (Industrial uses Described), Section 25-2-6 (Civic Uses Described), and Section 25-2-7 (Agricultural Uses Described), a minimum of one bicycle parking space or 10 percent of the proposed motor vehicle parking spaces, whichever is greater. o Following further review and discussion with the design engineer, if approximately 700 employee and visitor parking spaces are provided, a total of 70 bicycle parking spaces may be required. Currently, 43 bike parking spaces are proposed at the north end of the site. The remaining required spaces can be accommodated in a secured bike parking cage located near the basketball court on the south side of the site. Please verify the vehicle parking count and confirm compliance with the bike parking requirements.  U1: Identify the location of bicycle parking on the site plan, note the number of short-term and long-term spaces to be provided, show the direct unobstructed path connecting bicycle parking to the development entrance, and show a detail of the bicycle rack(s) (City of Austin standard detail #710S-1 or S-2, and 710S-6C, approved 2012). For uses as described in Section 25-2-5 (Industrial uses Described), Section 25-2-6 (Civic Uses Described), and Section 25-2-7 (Agricultural Uses Described), a minimum of one bicycle parking space or 10 percent of the proposed motor vehicle parking spaces, whichever is greater. Bike parking shall be determined based on the total number of employees and visitors. Please provide a separate table for the bike parking count that includes visitor and employee parking only. The table should be labeled as "Special Bike Parking Determination." Reference: LDC 25-6-477, Appendix A. TCM, 9.8.1. 12 SPC-2024-0456C - FSD - NE Service Center; District 121 of 40TPW 6: Comment Status: Pending  U2/U3: Pending updated bike parking count per TPW 5.  U1: Bicycle parking spaces must be located as convenient to the entrances as the motor vehicle parking and may not interfere with pedestrian traffic. Short-term bicycle parking must be located within 50 feet of the principal building entrance(s) which shall not be obscured from public view. Long-term bicycle parking facilities must be no farther than the closest motor vehicle parking space, excluding accessible parking spaces. Reference: TCM, 9.8.3. LDC 25-6-477. TPW 7: Comment Status: Pending  U2/U3: Pending updated bike parking count per TPW 5.  U1: Short and long-term bicycle parking ratios must be provided in accordance with the TCM. Reference TCM Table 9-6 for the ratio of short-term and long-term bicycle parking spaces by land use. Civic use requires 70 % to 100 % short-term bicycle parking and 0 % to 30 % long-term bicycle parking. Identify the short and long-term bicycle parking spaces on the site plan. Reference: TCM, 9.8.0. TPW 8: Comment Status: Pending  U3: Please add stop signs to internal drives to clear comment for waiver approval.  U2: Pending waiver approval from Central Area Engineer.  U1: Minimum throat storage length will need to be reviewed by Central Area Engineering Team if left turns are permitted as part of high capacity driveways. Please verify dimensions at all driveways. Driveway storage length shall be considered any future parking spaces. Throat length is measured from the property line to an interruption point Reference: TCM, Table 9-5 TPW 9: Comment Status: Cleared  U3: Comment Cleared.  U2: Pending waiver approval from Central Area Engineer. 12 SPC-2024-0456C - FSD - NE Service Center; District 122 of 40 U1: High capacity driveways may only be used in locations where peak hour volumes are expected to exceed 50 vehicles in any peak hour based on the latest edition of the ITE Trip Generation Manual. Please provide the approved alternative TIA memo. Please note that a waiver may be required if peak volumes do not exceed 50 vehicles per peak hour. Reference: TCM, 7.4.3.A TPW 10: Comment Status: Cleared  U3: Comment Cleared.  U2: Pending waiver approval from Central Area Engineer.  U1: The curb return radii must be between 20 feet and 25 feet. Verify dimension the driveway curb return radii on site plan. Please provide waiver for consideration. Waiver can be included with high capacity driveway information. Reference: TCM, Table 7-1 TPW 11: Comment Status: Pending  U3: Pending. Please see items below; o Sheet 186-Please update City Supplied Items. o Sheet 190-Please update Conduit and Conductor Schedule  U2: Pending. Please see items below as noted on plans emailed to desing team on 6/26/2025. o Sheet 186-Please provide a 1W Clamp-on Luminaire Arm for each pole. o Sheet 186-Please identify Class 4 Trench. o Sheet 186-Cable quantities appear to only include cable in conduits. Confirm quantities inside poles and arms are included. o Sheet 188-At the Southwest corner, this needs to be a TY C Pullbox. o Sheet 190-Please see detail 831-3, Sheet 7 of 9 and 8 of 9, Plan Sheet 192 for Pole Schedule. o Sheet 190- Verify PHB Head cabling, 7C from Cabinet to terminal strip at handhole,5C from PHB head to terminal strip at handhole and luminaire cable for pole A and B at cable inside poles table. o Sheet 190-Please verify 4 conduit at 2 inch PCV at the conduit and conductor schedule. o Sheet 190-Please verify installation means and method for run number 9 at the conduit and conductor schedule.  U1: Please provide PHB at Johnny Morris Rd/Point North Dr per Central Area Engineer and coordination with Arterial Management. 12 SPC-2024-0456C - FSD - NE Service Center; District 123 of 40TPW 12: Comment Status: Information  U3: Cleared. Information, please coordinate the limits of the pavement restoration on Johnny Morris with the new proposed pavement section on Johnny Morris Rd up to Breezy Hills Dr. Additional comments may be provided at Johnny Morris Rd widening plans.  U2: Please see comments below from Transportation Engineer and Office of City Engineer. o Add detail 1100S-7 for pavement restoration. The restoration plan does not seem to comply with such detail. Please revise the restoration plan on sheet 112 to comply with detail 1100S-7. o Lift station access point still appears to have radii on sheet 29. Also please clarify if there is a curb cut planned in the area circled in red south of the lift station access.  U1: PM will contact Transportation Engineering Teams and will provide additional comments if available. Please email me for updated comments. TPW 13: Comment Status: Cleared  U2: Cleared.  U1: Please provide additional information for proposed public access easement. Is the PUA for Capital Metro? Environmental Review – Brad Jackson (512) 974-2128 - brad.jackson@austintexas.gov EV 01-06 Comments cleared. The LOC line is very faint and extremely hard to see throughout the ESC plan sheets. The EV 07 Sheet 15 does not show an LOC and a match line. U1: LOC line matches the contour lines in color and line weight. Please make the LOC line a unique line type that can be easily seen. There are also areas around the CWQZ and Johnny Morris Rd. the LOC line disappears. The LOC must clearly enclose the entire area of construction. In addition, sheet 16 shows J-hooks to be installed on the 3:1 fill slopes, which will not work well. The SF and J-hooks should be shifted off the fill slope to allow a flat catchment area, that will also require bumping the LOC about 6-10’ from the edge of the fill slope to give room for the ESCs. U2: The sidewalk crossing the creek to connect the north and south site has been relocated in this update but ESCs are missing for its construction. Provide a row of mulch sock on each side of sidewalk where the sidewalk is proposed perpendicular to creek and in the CWQZ, and a single 12 SPC-2024-0456C - FSD - NE Service Center; District 124 of 40row of mulch sock or silt fence downslope of disturbance where sidewalk turns and runs parallel to creek on north site. Provide turn-backs upslope to create small catchment areas along the mulch sock/silt fence runs. Feel free to email revised sheets to me for pre-approval ahead of next submittal. U3: Comment cleared. EV 08-17 Comments cleared. Fire For Site Plan Review – Patrick Jones (512) 974-1806 - patrick.jones@austintexas.gov 7/31/2025 UPDATE 3 (U3) STATUS: REJECTED (F1) PRIVATE FIRE LINE FLOW CALCULATIONS (U3 – NOT RESOLVED) PLEASE NOTE THAT PROVIDED DOCUMENTATION DOES NOT SHOW THE INFORMATION REQUESTED For private hydrants the engineer shall provide sealed calculations that demonstrate the hydrants can meet the required fire flow demand for the worst case building in the following manner: Under the following conditions: • The minimum residual pressure cannot be less than 20psi anywhere in the system. (RESIDUAL PRESSURES ARE NOT SHOWN – PLEASE PROVIDE) • The velocity in the mains cannot exceed 10ft/s. NOTE: the velocity is allowed to exceed 10f/s for the 6” hydrant lead, but only for the 6” hydrant lead. • 1250gpm is the maximum flow that shall be pulled out of a single hydrant. (IF FLOW EXCEEDS 1250 GPM, PLEASE MODEL AS A SECOND OPENED HYDRANT) • Flow all required hydrants simultaneously. For example; for 2000gpm of required fire flow, the most hydraulically remote hydrant onsite shall provide the first 1250gpm of the fire flow, the second most remote hydrant shall provide the remaining 750gpm for a total of 2000gpm fire flow. The calculations/documentation must show all the variables/components used to perform the calculations (pipe size, bends, valves, start nodes, stop nodes, element id’s, network schematic if software is used, etc…) and the following results must be shown;   the flow in gpm as the calculations progress up to each of the most hydraulically remote hydrants used to meet fire flow, the RESIDUAL system pressure (not velocity or flow pressure) as the calculations progress along the system up to the hydrants and the velocity of the flows throughout the piping as the calculations progress up to the hydrants. 12 SPC-2024-0456C - FSD - NE Service Center; District 125 of 40 UPDATE 2: NOT RESOLVED. PLEASE PROVIDE REQUIRED CALCULATIONS. FYI, THESE ARE TYPICALLY ATTACHED TO THE SITE PLAN SUBMITTAL BUT ARE NOT PART OF THE SITE PLAN SHEETS. PLEASE NOTE ALSO THAT THESE MUST BE SEALED BY A TEXAS REGISTERED ENGINEER. (F2) “TRANSFORMER / GENERATORS” (U3 – OK. FUEL TYPE INDICATED AS NATURAL GAS) Please indicate type of fuel and location of and size of fuel tank on the plan sheets where these are called out. For example, “Generator with 2500 gal sub-base diesel tank” Be advised: depending on the size of tank, a Risk Assessment may need to be performed by AFD before site plan can be approved. UPDATE 2: NOT RESOLVED. GENERATORS ARE SHOWN ON SHEETS 26 AND 30. (SET DATED 6/9/2025, BUT FUEL TYPE IS NOT EXPLICITLY CALLED OUT. PLEASE CALL OUT IN PLAN NOTES. F3. ABOVEGROUND STORAGE TANKS (U3 – OK. TANKS ARE UNDERGROUND STORAGE TANKS )  REFER TO SHEET 28. FUEL STORAGE IS SHOWN, YET THERE IS NO INDICATION OF QUANTITIES PROPOSED. PLEASE INDICATE QUANTITIES. F4. HAZARDOUS MATERIAL REVIEW (FYI ONLY. PLEASE NOTE THIS IS NOT A REJECTION COMMENT). (REFER TO 2025-042298 PR COMMENT F3) The amount of chemicals and or processes require that you have a Hazardous Materials Engineer review your plans. You must schedule a Preliminary Meeting Request with a Hazardous Materials Engineer. Please reference the plan review number with this request. Provide a record of communication and findings from the hazardous materials review with your comment response. The fee is $117/hr. An additional inspection fee of $209 may be applied during inspections if a Hazardous Materials Engineer is required to inspect the chemical installation. Included are the link to request the Preliminary Meeting and the link to the fee schedule for AFD. The results of this review must include a determination of if any space is an H occupancy per 2021 IBC Chapter 3. AT THIS TIME, THIS COMMENT IS FYI ONLY. PENDING RESOLUTION OF COMMENT F3 ON 2025-042298 PR, ADDITIONAL COMMENTS MAY BE GENERATED FOR THIS SITE PLAN REVIEW. F5. AFD INFO TABLE (U3 - OK): REPEAT COMMENT FROM INFORMAL REVIEW.  Refer to sheet 1. Please revise your table to match the format of the table below.  Please include all rows. You may indicate n/a if not applicable.  Include “occupancy classification”, “pipeline ordinance (y/n)” and iwui code.  For multiple buildings, you may clarify in right hand column.  For IWUIC, please also include proximity classification (class “b”) Industrial Waste Review – Olivia Jimenez (512) 972-1202 - olivia.jimenez@austintexas.gov 12 SPC-2024-0456C - FSD - NE Service Center; District 126 of 40IW 4 – Current Status: Comment cleared  U0: Industrial Waste sample port for North buildings - When more than one water meter supplies water to a site, the wastewater generated must combine at one location with a dedicated sample port prior to mixing with wastewater from another water meter. If WW lateral = 8” ≤ ø ≤ 12”: For compliance with §15-10-226 of the Austin City Code and UCM 2.9.4.G.5 install a City of Austin approved large diameter cleanout per Standard Detail 506-AW-04 to act as a sampling port. Must be installed upstream of liftstation (as indicated in the yellow highlighted image below)  Per UCM 2.9.4.G.7, the cleanout must be located at the property line within the public right-of-way (ROW) or utility easement line.  The cleanout shall not be located in a vehicle traffic area, parking area, load bearing pavement, sidewalk, or driveway.  Reference the Large Diameter Cleanout and detail in a call-out and include the detail in the utility detail sheets. (FYI) there is a 14’ foot depth limit for the large diameter cleanout structure. Include callouts for the large diameter cleanouts to include the FL and RIM elevations in order to ensure compliance with the depth limit  U1: Shift the large diameter cleanout closer to the lift station, as noted in the yellow highlighted area from the previous image provided. Reference the sample port callout to include “Large Diameter Cleanout per Standard Detail 506-AW-04.” Do not include that it is a double cleanout. illustrate the CO as a single standpipe (single cleanout) vs what is currently being illustrated (double cleanout). Please modify all relevant utility sheets. Include callouts for the large diameter cleanouts to include the FL and RIM elevations in order to ensure compliance with the depth limit  U2: Comment pending. Confirm rim elevation by including it in the callout for the large diameter cleanout. Based on the wastewater profile, it looks like its over the 14’ depth limit. If the depth and/or flow elevation is deeper than is permittable for a Large Diameter Cleanout (deeper than 14’), instead use a standard wastewater manhole to serve as a sample port location. Please provide a dedicated wastewater manhole with the modified 24” lid installed rather than the standard 32” lid, for compatibility with Industrial Waste sampling equipment. Change the callout to state “ww manhole to be used as IW sample port.”  U3: Comment cleared. IW 6 – Current Status: Comment cleared  U1: WW plan 1 of 4 (sheet 88) Ensure all pretreatment devices and associated plumbing is labeled. There is a building labeled “wash Bays” which appears to have possibly an SOI and water reclaim system. Include pipe diameters and individual callouts for the reclaim (if applicable) system and SOI. Callout should include “reference Industrial Waste approval letter for size.” If information is on another page, add a reference to indicate that. FYI – Do not propose a specific SOI or reclaim system. These systems are reviewed under the building plan process. Remove the name of the proposed water reclaim system. Only include a callout to say “water reclaim system per MEP plans.”  U2: Comment pending. On Sheet 93 - Please clarify why there is a backflow preventer downstream of the reclaim water system? Backflow preventers are generally used to protect the potable water system. Please clarify if this is being required by the Plumbing reviewer. If not, please remove it. Additionally, on sheet 90 Wastewater Plan 1 of 4, please label the SOI for the Wash Bay building with the reclaim system. 12 SPC-2024-0456C - FSD - NE Service Center; District 127 of 40 U3: Comment cleared. IW 7 – Current Status: Pending final signoff.  U3: The status of this project is changed to “Informal Update” in AMANDA. This change in status does not imply final approval. Please contact your case manager for instructions on how to obtain final approval signatures and stamps. IW 8 – Current Status: Pending final signoff.  U3: The site plan as shown meets Industrial Waste requirements. Henceforth, any changes made with respect to: water service and meters, backflow preventers, auxiliary water (e.g. reclaim, rain water, well water, etc.), wastewater lines / service connections, or the location of wastewater sampling / inspection ports (2-way cleanouts, large diameter cleanouts, and wastewater manholes) must be resubmitted to Industrial Waste for review. Site Plan Review – Meg Greenfield meg.greenfield@austintexas.gov SP1. Signatures lines: you don’t need two for austin water—just have one that says austin water department. It will be jaron who signs. U1: cleared. SP2. Please update case number to SP-2024-0456C in bottom right hand corner of every sheet. U1: apologies—please update again to SPC-2024-0456C. I forgot the extra ‘C’ needs to be added for commission site plans. U2: comment cleared. SP3. Please inform the case manager when fiscal is posted or fees are paid. Provide a fiscal surety receipt from the Fiscal Surety Office as documentation for posting. NOTE: If a Landscape Inspection Fee is required by Environmental, please be sure to go to Intake to have the fee added to your file so that you can pay the fee through the Austin Build Connect (ABC) portal. U1: comment cleared—landscape and EV fees paid. City owned projects are not required to post fiscal. SP4. When all comments are cleared, collect signatures/authorizations from reviewers external to the City of Austin, if required. Then coordinate with the Case Manager to circulate the final plan set for City of Austin required signatures. Please allow up to 5 business days for signatures to be completed. NOTE: Any changes to the plan set following the final submittal will require the Case Manager to restart the process of collecting signatures. U1-3: pending SP5. Please correct: U1: cleared. It appears that the plat is still in review. This project is in full purpose not ETJ (also AFD not SP6. TCESD) so please remove the following plat notes: 9, 11, 12, 16. Please update the legal description accordingly after the plat is recorded. U1: partially cleared. Will be fully cleared upon plat approval and update of legal description. 12 SPC-2024-0456C - FSD - NE Service Center; District 128 of 40 U2: the status of C8-2024-0147.0A is expired. Looks like its just legal docs left. Please follow up with Joey de la Garza and cc me. Please note without the replat a UDA will be required. The 120’ and 15’ electric easements appear to be dedicated by plat so they don’t need separate instruments. Please update the easement descriptions: Once recorded you can add the plat doc #. Please make same edits to 15 ft electric easement, I think its this one: U3: understood, comment pending. SP7. This site is zoned P (Public) and is greater than one acre in size; therefore, a Conditional Use Permit is required, according to the Land Development Code {Section 25-2-625}. Please contact this reviewer to place this item on the agenda of the Planning Commission or the Zoning and Platting Commission when all design-related comment are cleared. U1: pending. U2: I think we’re getting close to clearing most comments—upcoming ZAP dates are 8/5 and 8/19 let me know if one of those work. U3: the project is scheduled for 8/19 ZAP. SP8. Please update the use in the site data table to 'Maintenance and Service Facilities' U1: cleared. SP9. 1.2.4 sub E exemptions: Development of a warehouse if less than 25 percent of the gross floor area is used for a non-industrial use; two ARR buildings are subject to subchapter E and are compliant. U1: cleared. SP10. Please remove ‘future parking’ from site plan since its not proposed under this permit. If you keep it and don’t construct it then it will have to be removed by site plan correction because otherwise construction won’t be considered ‘complete’. U1: cleared. SP11 FYI-coversheet notes 5 & 9 are repeats. Also—requirements for IPM RCs recently changed please check with your water quality reviewer. U3: comment cleared. Site Plan Plumbing – Juan Beltran (512) 972-2095 - juan.beltran2@austintexas.gov PB1 – Current Status: Pending  U3: Provide an approved final plat. AW Utility Development Services – Bradley Barron bradley.barron@austintexas.gov AW1. – Current Status: Pending U3: The associated final plat concurrently in review must be approved prior to plan approval. Reference: Per Utility Criteria Manual 2.5.1(E)(13) and §25-1-61 12 SPC-2024-0456C - FSD - NE Service Center; District 129 of 40AW2. – Current Status: Cleared AW3. – Current Status: Pending U3: The review comments will be satisfied once Pipeline Engineering has approved the water and wastewater utility plan. For plan review status, contact Jaron Hogenson with Pipeline Engineering at (512)972-0235 or Jaron.Hogenson2@austintexas.gov. Reference: Per Utility Criteria Manual Section 2, §15-9, §25-4, §25-5, §25-9, and the Uniform Plumbing Code Wetlands Biologist Review - Kenneth Sparks Kenneth.Sparks@austintexas.gov – (512) 574-8037 Please be advised that additional comments may be generated as updated information is reviewed. If an update has been rejected, reviewers are not able to clear comments based on phone calls, emails, or meetings but must receive formal updates in order to confirm positive plan set changes. CEFs and their buffers must be shown on all site plan sheets. WB1 – Current Status: Cleared  U1: Comment cleared.  U0: Correctly show the boundary of the wetland CEF and clearly label the feature: “WETLAND CEF” on all plan sheets where they exist, including both the existing conditions plan and proposed plan. Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 WB2 – Current Status: Cleared  U2: Comment cleared.  U1: Comment partially addressed. Please define where the existing CEF setback exists and show the proposed CEF setback as a separate line type on the Wetland Mitigation plan sheet.  U0: Please clearly show and label “WETLAND CEF SETBACK” the standard 150 ft CEF setback on all plan sheets where the CEFs and CEF setbacks are contained. Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 WB3 – Current Status: Pending  U3: Comment partially addressed. To clear this comment: o Seeding should only be used for areas within the CEF and CEF setback that is proposed to be disturbed. Update the seeding areas accordingly. o Please include the scientific names of the tree species in the CEF wetland mitigation table. o Please evenly disperse the plantings throughout the highlighted area in the screenshot below.  U2: Comment partially addressed. To clear this comment: 12 SPC-2024-0456C - FSD - NE Service Center; District 130 of 40o Utilize the entire Table 4. Upland Species, Full Sun Areas for seeding at the rate of 35lbs./ac within the CEF mitigation. o Plantings cannot be cultivars, "nativars", or species not native to Texas Blackland Prairie. Please replace the following plantings with compliant selections – Texas Sage (Leucophyllum frutescens ‘Silverado’) and Mexican Bush Sage (Salvia leucantha). o Disperse the wetland CEF mitigation plantings evenly throughout the additional CEF setback area (see U2 comment of WB5).  U1: Repeat comment. Please provide all details for planting and seeding, meeting the minimum criteria of 609S (use the Table 4. Upland Species, Full Sun Areas) to include the seed specification (species, total pounds, etc.) and the tree/shrub specifications (species, quantity, size, and planting location). Planting and seeding cannot be done on the paved areas. Please provide the seeding and planting mitigation enhancements along the proposed crossing where construction occurs and plantings within the proposed CEF setback additional areas. Plantings required for wetland mitigation are independent of wetland plantings otherwise required for biofiltration plantings and CWQZ restoration plantings for disturbance within the CWQZ.  U0: The current proposed development is located within the wetland CEFs and associated CEF setbacks; thus, 1:1 mitigation (ECM 1.10.4) in the CEF setback is required. Mitigation for CEFs and CEF setbacks disturbance should not overlap with any required CWQZ mitigation. o Please provide mitigation on separate plan sheet entitled “Wetland Mitigation”. This sheet should encompass all proposed wetland CEF setback mitigation including a balance table specifying the total acreage of proposed wetland CEF/CEF setback area encroached upon/impacted/reduced as well as the total acreage for each of the proposed mitigation methods. o Please provide all details for planting and seeding meeting the minimum criteria of 609S (use the Table 4. Upland Species, Full Sun Areas) to include the seed specification (species, total pounds, etc.) and the tree/shrub specifications (species, quantity, size, and planting location). Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 WB4 – Current Status: Cleared  U2: Comment cleared.  U1: Repeat comment. It appears a proposed path along Johnny Morris Road is not included in the LOC and sections of the LOC are still within the CEF setback (See screenshots below). Please ensure all proposed work is shown in the LOC and remove the LOC from the CEF setback where practical.  U0: Per the meeting with the applicant, the setback should be reduced only as needed to facilitate construction and the LOC should be pulled back as far as practical from the wetland CEFs. Please update and ensure that this is reflected on the mitigation sheet described in WB3. Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 12 SPC-2024-0456C - FSD - NE Service Center; District 131 of 40 WB5 – Current Status: Pending  U3: Comment partially addressed. Only the golf cart path will be the permanent disturbance in the creek crossing. Therefore, include all areas of the LOC proposed to be temporarily disturbed within the proposed creek crossing in the disturbance calculations and seeding plan.  U2: Comment partially addressed. Areas outside of the critical water quality zone (CWQZ) can be counted as additions to the CEF setback. The difference between the newly proposed CEF setback and the proposed reduced CEF setback total areas can be made up by restoration of poorly vegetated areas within the total CEF setback. The blue polygon in the screenshot below is an example of a poorly vegetated area that could be utilized as a planting location. Plantings are not allowed within the electrical easement. Include the proposed cart path in the total reduction of CEF and CEF setback since this area cannot be self-mitigated.  U1: Comment partially addressed. The CEF setback shown on Johnny Morris Road and outside of the proposed project does not need to be mitigated for. Please remove those sections from the CEF setback reduction and include the proposed path as mentioned in WB4. o In regard to the restoration plan, please provide 1:1 mitigation plantings meeting the minimum criteria of 609S within the additional setback areas.  U0: For the reduction of the standard 150-ft. CEF setback, mitigation is required. Please show alternative protection/mitigation strategies compliant with and pursuant to ECM 1.10.4 for the setbacks on the wetland mitigation sheet. Alternative strategies must be appropriate and approved by this reviewer. Guidance can be found in ECM 1.10.4. These are the mitigation strategies that we are looking to include: o Increase the size of the setback downstream of the CEFs to demonstrate 1:1 mitigation for reduction of the CEF setback. o Provide a restoration plan for construction disturbance in the remaining setback. Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 WB6 – Current Status: Cleared  U1: Comment cleared.  U0: Please clearly show and label the Limits of Construction (LOC) on all plan sheets. Ensure the LOC includes all outfall structures, temporary construction areas, and tree plantings. Reference: LDC 25-8-281, LDC 25-8-282, ECM 1.10.4 WB7 – Current Status: Pending  U3: Comment partially addressed. Update the callouts on the pond plan sheets to say, “see detail 508S-17 (Modified), sheet 69”. Correct the outfall lines and LOC on pg. 67 of the plan sheets. 12 SPC-2024-0456C - FSD - NE Service Center; District 132 of 40 U2: Comment partially addressed. Please update the callouts to say, “see detail 508S-17 (Modified), sheet 69”. Provide the 4 rows of staggered native tall bunch grass plantings for each outfall.  U1: Repeat comment. The plan set shows 508S-17 detail and calls out this detail for the outfalls. To reduce erosion and impacts to the CEFs downstream, use the provided 508S-17 (Modified) stilling basin and update the callouts. Please provide the native bunchgrass plantings on the wetland mitigation plan sheet.  U0: In order to protect the downstream wetland CEFs and CEF setbacks, please revise the pond outfalls to use the stilling basin (modified 508S-17) outfall with the perimeter of rows of staggered native bunch grasses and reference the detail. Please provide the detail (below) on the Pond Details sheet. Show the rows of staggered native tall bunch grasses around the entire perimeter of the stilling basin, provide a call out note referencing “rows of staggered native tall bunch grasses on 2-ft centers”, and an associated table/legend referencing the bunch grasses on the Pond Plan Sheets and Landscape Sheets. WB8 – Current Status: Cleared  U1: Comment cleared.  U0: Please label the proposed nature trail. Ensure the nature trail is, at minimum, 50 ft away from the wetland CEFs and utilize the cart path crossing. Only one CWQZ crossing is allowed. Reference: LDC 25-8-281(C)(2)(a) 12 SPC-2024-0456C - FSD - NE Service Center; District 133 of 40WB9 – Current Status: Pending  U3: Repeat comment. Remove the path line types for the old crossing from all sheets, including the Wetland Mitigation plan sheet.  U2: Repeat comment. Provide the width of the cart path in a callout on all sheets where it exists. Please remove the path line types for the old crossing.  U1: Comment partially addressed. Please provide the width of the cart callout on all sheets where it exists.  U0: Please utilize the existing creek crossing impact as the cart path crossing the CWQZ and the CEFs and callout the width of the cart path. Reference: LDC 25-8-281 WB10 – Current Status: Cleared  U2: Comment cleared.  U1: The stated need for the trail crossing the wetland CEF is to provide safe access between the north and south properties outside of standard operating hours. As discussed in the applicant meeting on 3/10/2025, pooled water is present under most conditions along the channel and specifically at the proposed point of crossing. An at-grade crossing at this location will not meet the stated need for the trail if it is frequently impassable. In order for the wetland crossing to be allowed, provide a design that meets the stated need while minimizing impacts to the wetland CEF. Reference: LDC 25-8-281 WB11 – Current Status: Cleared  U2: Comment cleared.  U1: As discussed in the 3/10/2025 meeting, the size and extent of riprap should be evaluated to minimize impacts to the wetland CEF while also providing the necessary protective works within the erosion hazard zone. Please provide confirmation from the drainage reviewer that an analysis has been provided and accepted. Reference: LDC 25-8-281 AUSTIN WATER COMMENTS FOR SITES AND SUBDIVISIONS FOR AMANDA AW Pipeline Engineering – Stephen Schultz (512) 940-7132 - stephen.schultz2@austintexas.gov REJECTION REVIEWS Note to Engineer for subdivision reviews: Status update of “Approved with Conditions” indicates that outstanding comments remain – Comments must be addressed for final approval. See Bluebeam download link for review comments. Please submit all updates through AB+C Portal (Amanda), unless otherwise noted. 12 SPC-2024-0456C - FSD - NE Service Center; District 134 of 40Bluebeam https://studio.bluebeam.com/share/3ec7c9cjtehefb Download Link to Reviewed Plans: THIS PROJECT WILL NEED TO BE RESUBMITTED FOR ANOTHER PIPELINE ENGINEERING REVIEW. THE MAJOR REASONS FOR ADDITIONAL REVIEW MAY INCLUDE, BUT ARE NOT LIMITED TO NON-COMPLIANCE WITH THE FOLLOWING CITY CODE SECTIONS:  § 30-2-191 – Water Lines (Austin/Travis County Subdivision) A subdivision within 100 feet of a public water system must be connected to the public water system. The director may waive this requirement. If a subdivision is to be served by a public water system: o  approval of the water system plans by the director of the Water and Wastewater Utility is required; o  installation of the water system must comply with the requirements of this title and the Utilities Criteria Manual; and o  water lines to serve each lot must be installed before a lot may be occupied. Source: Section 13-2-476; Ord. 990225-70; Ord. 031211-11.  § 30-2-192 – Wastewater Lines (Austin/Travis County Subdivision) A subdivision within 100 feet of a public wastewater system must be connected to the public wastewater system. In the extraterritorial jurisdiction, the director may waive this requirement. In the zoning jurisdiction, this requirement may be waived under Section 25-9-4 (Connection To Organized Wastewater System Required). If a subdivision is to be served by a public wastewater system or community disposal system, wastewater lines to serve each lot must be installed before a lot may be occupied. Source: Section 13-2-475; Ord. 990225-70; Ord. 031211-11.  § 25-9-412 Reclaimed Water Connection Requirements. (A) A small development project with a property boundary located within 250 feet in horizontal distance of a reclaimed water line, measured based on the closest practicable access route, shall connect to a reclaimed water line and use reclaimed water for irrigation, cooling, toilet flushing, and other significant non-potable water uses identified in the water balance calculator. (B) A large development project with a property boundary located within 500 feet in horizontal distance of a reclaimed water line, measured based on the closest practicable access route, shall connect to a reclaimed water line and use reclaimed water for irrigation, cooling, toilet flushing, and other significant non-potable water uses identified in the water balance calculator.  § 6-4-11(E) Mandatory Reclaimed Water Connection Except for municipal uses associated with law enforcement or public health and safety, all new commercial developments or redevelopments located within 250 feet of a reclaimed water distribution line are required to obtain and utilize permitted connections to reclaimed water for irrigation, cooling, and other significant non-potable water uses.  § 15-9-9 – Criteria Manuals The Utilities Criteria Manual and the Water and Wastewater Design Criteria Manual apply to utility service provided under the Code. Source: Ord. 040805-02. 12 SPC-2024-0456C - FSD - NE Service Center; District 135 of 40 § 15-9-152 – Design and Installation Guidelines The directors of the Electric Utility and the Water Utility shall adopt design and installation guidelines related to a customer's installation and the City's service connection. A person authorized to install a customer's installation or the City electric utility equipment or facilities shall comply with the City's "Utilities Criteria Manual." A person authorized to install a customer's installation or the City's water utility equipment or facilities shall comply with the City's Utilities Criteria Manual, standards, and specifications. Source: 2003 Code Sections 15-9-211(A) and (B); 1992 Code Sections 18-4-300(A) and (B); Ord. 040805-02; Ord. No. 20180524-006 , Pt. 8, 6-4-18.  TCEQ Chapter §291.93. Adequacy of Water Utility Service. Sufficiency of service. Each retail public utility which provides water service shall plan, furnish, operate, and maintain production, treatment, storage, transmission, and distribution facilities of sufficient size and capacity to provide a continuous and adequate supply of water for all reasonable consumer uses.  TCEQ Chapter §291.94. Adequacy of Sewer Service. Sufficiency of service. Each retail public utility shall plan, furnish, operate, and maintain collection, treatment, and disposal facilities to collect, treat and dispose of waterborne human waste and waste from domestic activities such as washing, bathing, and food preparation. These facilities must be of sufficient size to meet the minimum design criteria for wastewater facilities of the commission for all normal demands for service and provide a reasonable reserve for emergencies. In addition, this specific project does meet with the following Utility Criteria Manual sections 2.2.0 thru 2.9. In accordance with section 15-9-276 of City Code, the project will need dedicated and recorded water/wastewater or reclaimed water easements.  §217.321. Safety Design of a Wastewater Treatment Facility. (b) Occupational safety and health hazards, and risks to workers and the public, must be addressed in the design of collection system and wastewater treatment facility equipment and processes.  §291.95. Standards of Construction. In determining standard practice, the commission will be guided by the provisions of the American Water Works Association, and such other codes and standards that are generally accepted by the industry, except as modified by this commission, or municipal regulations within their jurisdiction. Each system shall construct, install, operate, and maintain its plant, structures, equipment, and lines in accordance with these standards, and in such manner to best accommodate the public, and to prevent interference with service furnished by other retail public utilities insofar as practical. RESPONSES TO ALL OF THE RED LINED COMMENTS/QUESTIONS MUST BE MADE IN A DIFFERENT COLOR ON THE PLAN SET WITH AN EXPLANATION OF HOW AW COMMENTS/QUESTIONS HAVE BEEN ADDRESSED. PLEASE INDICATE IF THE PROJECT WILL BE SUBMITTED TO AULCC FOR REVIEW AND IF SO, INCLUDE ROW ID# and UCC PERMIT # ON THE UTILITY PLAN SHEET. ERM Review - Kenneth Sparks Kenneth.Sparks@austintexas.gov – (512) 574-8037 12 SPC-2024-0456C - FSD - NE Service Center; District 136 of 40Please be advised that additional comments may be generated as updated information is reviewed. If an update has been rejected, reviewers are not able to clear comments based on phone calls, emails, or meetings but must receive formal updates in order to confirm positive plan set changes. ERM1 – Current Status: Cleared  U3: Comment cleared.  U2: Comment pending.  U1: Repeat comment pending finalization of proposed designs within the floodplain.  U0: This review is pending finalization of proposed designs within the floodplain. Wildland Urban Interface Review – Patrick Jones (512) 974-1844 - patrick.jones@austintexas.gov 7/31/2025 Update 3 (U3) Status: Informal update. Provided plans meet IWUI requirements, however please be advised that future changes could result in additional comments. AW Reclaim and Reuse Review – Dalila Loiacomo (512) 972-1050 - dalila.loiacomo@austintexas.gov Please refer to previous comment reports for original comments. The following comments have been edited and most “cleared/fyi” comments have been excluded for clarity purposes. Update 3 (U3) comments shown on purple, action items are highlighted. Strikethrough items are cleared, but added for record keeping. Note that the main reason of rejection is the need for an RPZ o both Potable Back-up to OWRS meters (NP Meter). AWRR1 – Current Status: Pending 1. OWRS Meter Demand Sheet. Cleared Item - items on Sheet 10 WU General Notes and applicant confirmed peak demands for irrigation as accurate. 2. Back up meter to OWRS. Cleared Item - Meters provided on Sheets 71 and 72. 3. Signed “SP OWRS Acknowledgement” sheets from Water Balance Calculator (WBC). Applicant provided item on Sheet 10 WU General Notes. Item stands - Reviewer (Dalila Loiacomo) had indicated that the need for signatures will be waived in this update (U3). Since the project is rejected and needs to be updated for a 12 SPC-2024-0456C - FSD - NE Service Center; District 137 of 40 different item, please collect the owner’s signatures to the SP OWRS Acknowledgement sheets (North and South). AWRR2 – Current Status: Pending 1. “Onsite Water Reuse System sheets” . Cistern volumes, roof areas, and location of treatment system location were provided on sheet 169 and 170. Overflows to storm have been shown on Storm Sewer Plans. Per OWRS ER, private flow meters are located inside the treatment system room for the North System (cistern B), and South Cistern (cistern C). Item stands - Please show location private flowmeter and 100-micron filter for South System Cistern, D, since the cistern directly feeds the irrigation system and meter would not be located within the treatment room. -Note this item may be addressed within the OWRS-ER. Please confirm with reviewer. 2. Containment Reduced Pressure Principle Backflow Prevention Device (RPZ) immediately downstream of the point of connection with all City water meters serving the property. Item stands - Sheets 71 and 72 - These items were addressed during U2, but the newer U3 sheets replaced the RPZs by Doublecheck Backflow Preventers. Please add back the RPZs: 12 SPC-2024-0456C - FSD - NE Service Center; District 138 of 40