04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 1 - Staff Report — original pdf

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ZONING AND PLATTING COMMISSION SITE PLAN PERMIT REVIEW SHEET CASE NUMBER: SPC-2024-0393C ZAP DATE: September 15, 2026 PROJECT NAME: The Good Shepherd Anglican Church of Austin ADDRESS: 2913 Ferguson Lane COUNCIL DISTRICT: 1 APPLICANT: The Good Shepherd Anglican Church of Austin AGENT: PROPERTY OWNER: Henderson Professional Engineers (Jennifer Henderson, PE) 512-942-5308 600 Round Rock West Drive, Suite 604 Round Rock, Texas 78681 The Good Shepherd Anglican Church of Austin (512) 825-2659 PO Box 141188 Austin, TX 78714 CASE MANAGER: Randall Rouda Randall.Rouda@austintexas.gov (512) 978-3338 PROPOSED DEVELOPMENT: The applicant is approval of a Site Plan Permit to allow the development of a Religious Assembly (church) building on a 2.0 acres site in the W/LO-CO Zoning District. The development consists of a7’650 square foot building with parking, utilities, drainage and related improvements. A total of 26,213 square feet of Impervious Cover will be constructed with this Consolidated Site Plan. The site plan requires Land Use Commission approval for the proposed height of 29 feet 1 inch and the proposed duration until expiration of seven years from approval for a phased site plan. STAFF RECOMMENDATION: Staff recommends approval of the Site Plan Permit with no special conditions. The applicant will be required to clear all remaining comments and pay fees and fiscal deposits prior to release of the Site Plan. PROJECT INFORMATION: SITE AREA: SITE’S ZONING WATERSHED WATERSHED ORDINANCE TRAFFIC IMPACT ANALYSIS Not required CAPITOL VIEW CORRIDOR PROPOSED ACCESS 86,989 square feet / 2.0 acres W/LO-CO Walnut Creek (Suburban) Comprehensive Watershed Ordinance None Ferguson Lane Allowed 0.25:1 None 70% None Required Proposed 0.12:1 55% 30% 36 FLOOR-AREA RATIO BUILDING COVERAGE IMPERVIOUS COVERAGE PARKING 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 11 of 13The Good Shepherd Anglican Church of Austin SPC-2024-0393C 2 SUMMARY COMMENTS ON SITE PLAN: Land Use: The property is currently vacant and consists of one lot in the W/LO Zoning District. The site is proposed to be developed as a Religious Assembly (church) use. The site will be developed with a church building, parking, private open space uses, drainage and utilities. The development has been fully reviewed as a Consolidated Site Plan and all substantive comments have been cleared. The W/LO Zone establishes a maximum building height of 25 feet, except that the Land Use Commission may approve a site plan with up to 35 feet in height. The proposed building height is 29 feet, 1 inch. There are no nearby sensitive uses likely to be affected by proposed height extension. Site plans typically expire 3 years after approval, with the potential to request a one year administrative extension and additional discretionary extensions to be considered by the Land Use Commission. The applicants for phased site plans may request Land Use Commission approval additional time to complete their overall project. Phase 1 of the proposed project must be completed within three years, however, additional time may be approved for subsequent phases. The project is proposed to be constructed in two phases site work, utilities, paving and drainage improvement to be completed in Phase 1 and building construction to be completed in Phase 2. The applicants have requested up to 4 years for the completion of Phase 2 for a total initial site plan duration of seven years. Environmental: The site is located in the Walnut Creek Watershed. As designed, the site complies with all applicable drainage, water quality and environmental protection standards. Transportation: Vehicular and pedestrian Access is from Ferguson Avenue to the north. Proposed parking consists of 34 standard spaces, 2 ADA/accessible spaces and 6 bicycle parking spaces. A sidewalk along Ferguson Avenue will provide pedestrian access to the site. SURROUNDING CONDITIONS: Zoning (Land Use) Site: North: East: South: West: W-LO-CO: Vacant ETJ: Vacant W/LO-CO: Vacant LI: Warehouse/Light Industrial/Recreation W/LO - Warehouse NEIGHBORHOOD ORGNIZATIONS: Austin Neighborhoods Council Friends of Austin Neighborhoods Harris Branch Master Homeowners Association Homeless Neighborhood Association Manor ISD Overton Family Committee 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 12 of 13 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 13 of 13September 6, 2026 City of Austin - Development Services Department Randall Rouda 512-974-3338 | randall.rouda@austintexas.gov 6310 Wilhelmina Delco Dr Austin, Texas 78752 RE: SPC-2024-0393C – The Good Shepherd Anglican Church of Austin 2913 Ferguson Lane Austin, TX 78754 Request for Additional Building Height and Phased Site Plan Extension Dear Mr. Rouda, On behalf of The Good Shepherd Anglican Church of Austin, Place Designers (Architecture) and Henderson Professional Engineers (Civil Engineer) respectfully requests that the Zoning and Platting Commission consider the following two items in connection with the above-referenced Site Development Permit. 1. Additional Building Height The proposed church building is shown at approximately 29 feet 1 inch in height, exceeding the 25-foot maximum height otherwise permitted in the W/LO zoning district. Pursuant to LDC § 25-2-584(F), we respectfully request Commission approval of the proposed building height more than 25 feet and less than the 35-foot maximum that may be approved by the Land Use Commission. The requested additional height is necessary to accommodate the architectural design of the proposed church building, including the roof form and overall character of the structure. Please note that the topography of the site will support this as the site is lower than Ferguson Lane. 2. Phased Site Plan and Additional Time The project is proposed to be developed in two phases: • Phase 1: Site improvements, flatwork, utilities, and associated infrastructure. • Phase 2: Vertical construction of the new church building. This would allow removal of the temporary structures that are currently in use by the congregation. We respectfully request approval of additional seven-years of site plan duration to allow sufficient time for completion of Phase 2. The capital funds for the church will need to, at least in part, come from the congregation and this time will be used to raise those funds. As previously discussed, the purpose of this request is to provide additional time beyond the standard three-year site plan duration so that the Church may complete the vertical construction phase without risking expiration of the approved Site Development Permit. The Church will be appreciative of the additional time due to the scope of the project, anticipated fundraising and construction sequencing, and the need to complete the development in a practical and financially responsible manner. www.hendersonpe.com | 737.203.8953 | 600 Round Rock West Drive, Suite 604, Round Rock, TX 78681 PELS Firm F-22208 | WBE210166 | HUB 1853873845300 240102 The Good Shepherd 1 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 14 of 13 We respectfully request that the Commission approve both the requested building height and the seven-year phased development period. Should you need additional information please do not hesitate to contact our office by email at hpe@hendersonpe.com or by phone at 737-203-8953. Respectfully, Jen Henderson, PE President & CEO Henderson Professional Engineers, LLC JH/RC/DR www.hendersonpe.com | 737.203.8953 | 600 Round Rock West Drive, Suite 604, Round Rock, TX 78681 PELS Firm F-22208 | WBE210166 | HUB 1853873845300 240102 The Good Shepherd 2 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 15 of 13 SITE DEVELOPMENT PLANS NUMBER 01 THE GOOD SHEPHERD ANGLICAN CHURCH OF AUSTIN 2913 FERGUSON LANE AUSTIN, TX 78754 TO SERVE CITY PERMIT NUMBER: SPC-2024-0393C PROJECT DATA LEGAL DESCRIPTION: LOT 16-A BLK E WALNUT CK BUSINESS PK PH C AMD LT 16&17&LT 15 BL E AMD LOT ACREAGE: 1.997 ACRES PROJECT NUMBER: SPC-2024-0393C ASSOCIATED PROJECT NUMBERS: TRAVIS CO 25-50962 RELATED CASES: WALNUT CREEK BUSINESS PARK, PHASE C ; C14-94-0003; TNR 25-50962 BENCHMARKS: COTTON SPINDLE SET IN POWER POLE AT NORTHEAST CORNER OF LOT 14, BLOCK E. ELEV.=574.67 WATERSHED: WALNUT CREEK (SUBURBAN) SITE DATA TABLE EXISTING (IF APPLICABLE) PROPOSED (NEW ADDITION) 86,989 S.F. W/LO-CO RELIGIOUS ASSEMBLY 0 S.F. 0 S.F. 0.00% 0 S.F. 0.00% 0 TOTAL SITE AREA (SF) ZONING PROPOSED USE(S) (ACCORDING TO 25-2-491) (ADD SF IF MULTIPLE USES) GROSS FLOOR AREA (SF) BUILDING COVERAGE (SF) BUILDING COVERAGE (%) IMPERVIOUS COVER (SF) IMPERVIOUS COVER (%) FLOOR-TO-AREA RATIO OPEN SPACE (SF) OPEN SPACE (%) BUILDING HEIGHT (FEET | STORIES) FOUNDATION TYPE 0.058 AC. 2,753 S.F. 2,753 S.F. 100.00% 3.16% 3.16% 29'-1" DEEP FOUNDATION, REINFORCED CONCRETE GRADE BEAM, STRUCTURAL SLAB FINISHED FLOOR ELEVATION 0 569.50' 569.50' UTILITY PROVIDERS WATER CITY OF AUSTIN WASTEWATER CITY OF AUSTIN ELECTRIC AUSTIN ENERGY GAS ATMOS ENERGY PROJECT TEAM OWNER/DEVELOPER: ARCHITECT: ENGINEER: LANDSCAPE ARCHITECT: THE GOOD SHEPHERD ANGLICAN CHURCH AUSTIN PO BOX 141188 AUSTIN, TX 78714-1188 PHONE 512-825-2659 EMAIL TGSACA1@GMAIL.COM BROADVIEW DEVELOPMENT CORP. 4614 COLUMBUS DR ROSHARON, TX 77583 STEVEN L BIEGEL AIA, NCARB, LEED AP ARCHITECT PHONE 301-404-6290 EMAIL SBIEGEL@BROADVIEWCORP.COM HENDERSON PROFESSIONAL ENGINEERS FIRM # F-22208 600 ROUND ROCK WEST DRIVE, SUITE 604 ROUND ROCK, TEXAS 78681 JENNIFER L. HENDERSON, P.E. PHONE 512.942.5308 EMAIL JEN@HENDERSONPE.COM PLACE DESIGNERS FIRM # F-12489 211 S BROWN ST SUITE 300 ROUND ROCK, TX 78664 PHILIP A. WANKE, LA PHONE: 512-577-9290 EMAIL: PWANKE@PLACEDESIGNERS.COM Austin Fire Department Fire Design Codes Fire Flow Demand @20 psi (gpm) 2021 IFC W CITY OF AUSTIN LOCAL AMENDMENTS TO THE IFC 2,250 GPM FOR 2 HRS Occupancy Classification Construction Classification Building Fire Area (s.f.) A-3 TYPE II-B 7,650 SF Automatic Fire Sprinkler System Type NFPA 13 Reduced Fire Flow Demand @20 psi for having a sprinkler system (gpm) 1,000 GPM AFD Fire Hydrant Flow Test Date 03/12/2025 AFD Fire Hydrant Flow Test Location 2900 FERGUSON City of Austin Hazardous Pipeline Ordinance Applies to Project High-Rise NO NO International Wildland-Urban Interface Code 2015 IWUIC Alternative Method of Compliance AMOC (If applicable) N/A Wildland Urban Interface Code 2015 International Wildland-Urban Interface Code (IWUIC) with City of Austin Local Amendments. Site and structure(s) shall be designed and constructed to the WUI Proximity Class A Ignition-Resistant requirements of the code. TOTAL ALLOWED 86,989 S.F. 7,650 S.F. 7,650 S.F. 8.79% 7,650 S.F. 7,650 S.F. 8.79% 26,213 S.F. 26,213 S.F. 30.13% 0.12:1 30.13% 0.12:1 N. I-35 NOTES: 1. A PORTION OF THE PROJECT SITE IS WITHIN A FLOOD HAZARD AREA AS DELINEATED ON THE FEMA FLOOD INSURANCE RATE MAP PANEL #48453C0460K FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS, EFFECTIVE DATE JANUARY 6, 2016. THIS PROJECT WILL PROVIDE ON-SITE DETENTION.THE POND WILL BE PRIVATELY MAINTAINED. 2. 4. 3. 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. THIS PROJECT IS LOCATED IN THE WALNUT CREEK WATERSHED, WHICH IS CLASSIFIED AS A SUBURBAN WATERSHED. THIS SITE IS NOT OVER THE EDWARDS AQUIFER RECHARGE ZONE. 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 UST@AUSTINTEXAS.GOV IF YOU HAVE ANY QUESTIONS. 5. 6. 7. 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. 8. WUI CODE AND PROXIMITY CLASS AFD HAS IDENTIFIED THE FOLLOWING WUI PROXIMITY CLASS DESIGNATIONS BASED ON PROXIMITY TO THE WILDLAND. PROXIMITY CLASS A: 50 FEET OR CLOSER TO THE WILDLAND PROXIMITY CLASS B: GREATER THAN 50 FEET AND UP TO 150 FEET FROM THE WILDLAND PROXIMITY CLASS C: GREATER THAN 150 FEET OUT TO 1.5 MILES FROM THE WILDLAND THE STRUCTURES ON THIS SITE ARE ALL WITHIN WUI PROXIMITY CLASS A THE APPLICANT/OWNER MUST COORDINATE WITH UTILITY COMPANIES PRIOR TO CONSTRUCTION. 9. 10. CONTRACTOR SHALL COORDINATE CONTINUOUSLY AND AS NECESSARY WITH PROPERTY/BUSINESS OWNERS TO MAINTAIN CONTINUATION OF TRAFFIC CONTROL AND ACCESS. 11. DEVELOPMENT OF STRUCTURES THAT REQUIRE A BUILDING PERMIT WITHIN THIS SITE PLAN, OR REVISIONS THEREOF, ARE REQUIRED TO COMPLY WITH THE CITY OF AUSTIN STREET IMPACT FEE ORDINANCES, AS APPLICABLE, AND MUST BE PAID UPON COMPLETION OF THE BUILDING PERMIT PLAN REVIEW FOR EACH BUILDING. GENERAL INFORMATION BUILDING SUMMARY (# OF BLDGS) FLOOR AREA (BLDG S.F.) # OF STORIES/ BUILDING HEIGHT USE & OCCUPANCY CLASSIFICATION (PER IBC) TYPE OF CONSTRUCTION (PER IBC) IF APPLICABLE TYPE OF AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13R OR NFPA 13) CHURCH BUILDING 7,650 1 STORY - 29'-1" A-3 II-B NFPA 13 I S P R N G D A L E R D FERGUSON LN PROJECT LOCATION E. RUNDBERG LN D N R O R E M A C ANDERSON LN US-290 E VICINITY MAP SCALE: 1"=2,000' "ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF AUSTIN MUST RELY UPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER." 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 NOTE THE APPLICATION IS REVIEWED FOR CODE COMPLIANCE BY THE CITY ENGINEERS. _____________________________________________________________________ DATE DEVELOPMENT SERVICES DEPARTMENT _____________________________________________________________________ DATE WATER UTILITY _____________________________________________________________________ DATE FIRE DEPARTMENT _____________________________________________________________________ AUSTIN WATER FACILITY ENGINEERING DATE _____________________________________________________________________ INDUSTRIAL WASTE SIGN-OFF DATE SHEET INDEX SHEET TITLE COVER PLAT PLAT SITE PLAN GENERAL NOTES GENERAL NOTES CONSTRUCTION NOTES AUSTIN WATER UTILITY NOTES AUSTIN WATER UTILITY NOTES LEGEND AND ABBREVIATIONS EXISTING CONDITIONS AND DEMOLITION PLAN CUT AND FILL EXHIBIT SLOPE MAP EXHIBIT TREE PRESERVATION PLAN EROSION AND SEDIMENTATION CONTROL PLAN PRE-DEVELOPMENT DRAINAGE AREA MAP POST-DEVELOPMENT DRAINAGE AREA MAP DIMENSION CONTROL PLAN DRIVEWAY PLAN AND PROFILES WATER PLAN FIRE LINE PLAN AND PROFILE WASTEWATER PLAN WASTEWATER EXTENSION WASTEWATER EXTENSION WASTEWATER PLAN AND PROFILE STORM PLAN AND PROFILES STORM PLAN AND PROFILES RAIN GARDEN CALCULATIONS EHZ CROSS SECTIONS EHZ CROSS SECTIONS EHZ CROSS SECTIONS DETENTION POND PLAN AND SECTIONS DETENTION POND PLAN AND SECTIONS OUTLET DETAL PAVING AND STRIPING PLAN GRADING PLAN FIRE PROTECTION PLAN STANDARD DETAILS - ESC STANDARD DETAILS - ESC STANDARD DETAILS - RETAINING WALL STANDARD DETAILS - PAVING STANDARD DETAILS - PAVING STANDARD DETAILS - PAVING STANDARD DETAILS - WATER STANDARD DETAILS - WATER STANDARD DETAILS - WATER STANDARD DETAILS - WASTEWATER STANDARD DETAILS - WASTEWATER LIFT STATION DETAILS LIFT STATION CALCULATIONS STANDARD DETAILS - STORM STANDARD DETAILS - DUMPSTER IRON FENCE DETAILS LANDSCAPE PLAN LANDSCAPE PLAN BUILDING FLOOR PLAN BUILDING EXTERIOR ELEVATIONS BUILDING EXTERIOR ELEVATIONS RETAINING WALL FOUNDATION DETAILS RETAINING WALL CONCRETE SPECIFICATIONS RETAINING WALL FOUNDATION PLAN THE DRAWING AND WRITTEN MATERIAL HEREIN CONSTITUTE ORIGINAL WORK OF THE ENGINEER, AND AS THE INTELLECTUAL PROPERTY AND INSTRUMENTS OF SERVICE ARE SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED, DISTRIBUTED PUBLISHED OR USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF PRELIMINARY REVIEW UNDER THE AUTHORITY OF JENNIFER L. HENDERSON, P.E. 116883 ON August 11, 2026 IT IS NOT TO BE USED FOR CONSTRUCTION OR PERMIT PURPOSES. 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 PLAN SUBMITTALS NO. DATE DESCRIPTION 1 2 3 4 5 01/30/2025 SUBMITTAL TO CITY OF AUSTIN 05/06/2025 RESUBMITTAL TO CITY OF AUSTIN 11/25/2025 RESUBMITTAL TO THE CITY OF AUSTIN 01/20/2026 RESUBMITTAL TO THE CITY OF AUSTIN 07/17/2026 RESUBMITTAL TO THE CITY OF AUSTIN REVISIONS NO. DESCRIPTION REVISE (R) CORRECT (C) ADD (A) VOID (V) SHEET NO'S NET CHANGE IMPERVIOUS COVER (SQ.FT.)/% TOTAL IMPERVIOUS COVER (SQ.FT.)/% DESIGN ENGINEER SIGNATURE CITY OF AUSTIN APPROVAL APPROVAL DATE 01 OF 61 Henderson Professional Engineers 600 ROUND ROCK WEST DRIVE, SUITE 604 ROUND ROCK, TX 78681 512.350.6228 PELS FIRM #F-22208 www.hendersonpe.com Civil Engineering WBE210166 | HUB 1853873845300 CITY PERMIT NUMBER: SPC-2024-0393C 08/11/202604 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 16 of 13 EX. FIRE HYDRANT #509833 EX. 16" GATE VALVE EX. 16" DI WL (W-2006-0504) #29516 EX. 2" ARV EX W EX WW EX WW EX WW N62°56'29"W 307.89' (S62°55'21"E 307.90') #217172 EX. 1 1/2" WW VALVE FL ELEV=568.00 FORCEMAIN CONNECTION AND 1" ARV FL ELEV=565.68 ' 0 2 T N E M E V A P ' 5 7 EX. 16"x6" TEE #509841 EX. 6" PLUG INT. 29514 EX W . . W O R . STANDARD CITY OF AUSTIN EX. 2" DOUBLE SERVICE CONNECTS SEE DETAIL ON SHEET 46 572 572 #509849 EX. 16"x6" TEE EX. 6" GATE VALVE EX. FIRE HYDRANT FL ELEV. = 562.36 EXIT ONLY EX OE 571 EX. 16" DI WL @ 1.56% EX W (W-2006-0504) EX W DO NOT ENTER EX. 1 1/2" PVC WWL EX WW (S-2006-0504) WM 0 7 5 715 9 6 5 W F W W W 714 713 W F 8 6 5 W W 567 F F I R E L A N E ' 8 1 9 FIRELANE W ' 6 2 W ' 6 2 FIREL ANE 7 ' 8 1 ' 6 ' 4 W W UE ' 5 . 2 5 566 565 564 LOT 16-A 1.997±AC. B R U C / K C A B 30' BUILDING SETBACK 5' WASTEWATER EASEMENT DOC # 2005083299 EX. 1 1/2" PVC #217168 EX. 1 1/2" CAP STUB FL ELEV = 565.60 88.07' BLDG TO PROPERTY PIN 570 CURB INLET GRINDER PUMP UE 570 569 568 I E V R D T L A H P S A MANHOLE ACCESS WITH LADDER FOR SPLITTER BOX ROOF LINE OF THE BUILDING LOT 15-A AMENDED PLAT OF WALNUT CREEK BUSINESS PARK, PHASE C DOC. NO. 200400287 O.P.R.T.C. ZONE: W/LO-CO SPLITTER BOX ROCK RIP-RAP RETAINING WALL WITH SAFETY FENCE SEE DETAIL ON SHEET 53 RAIN GARDEN AND DETENTION POND 7,835 CU.FT. 1,651' TO NEXT LEFT OPPOSING DRIVEWAY (SPRINKLE RD) 136' TO LEFT ADJACENT DRIVEWAY FERGUSON LANE (RIGHT-OF-WAY VARIES) 570 1,687' TO NEXT RIGHT OPPOSING DRIVEWAY (SPRINGDALE RD) TYPE II DRIVEWAY SEE DETAIL ON SHEET 43 ' 0 2 T N E M E V A P . 570 ' 0 2 T N E M E V A P ' 5 7 EX. 16" DI WL #509852 EX. 16" GATE VALVE . W O R . 36'' Ø PULL BOX EX OE EX OE EX OE #500761 EX. 16" PLUG FL ELEV. = 561.94 EX OE 570 568' TO RIGHT ADJACENT DRIVEWAY ACCESS EASEMENT DOC #____________ 15' PUE DOC # 200400287 EX OE EX OE 569 568 567 ' 5 . 6 S62°56'29"E 300.84' (S62°55'21"E 300.92') (S62°55'21"E 300.92') PLANTING ZONE CLEAR ZONE EX OE 566 EX OE EX OE ' 5 7 . . W O R . 0 30 60 SCALE: 1"=30' AUSTIN ETJ BOUNDARY 25' RESTRICTED ZONE SIGNS SEE DETAIL ON SHEET 41 DUMPSTER 564 RECYCLING CARTS AUSTIN FULL PURPOSE/ CITY LIMITS S62°56'29"E 415.32' EX OE ' 7 . 5 6 H T G N E L T A O R H T ' 5 . 6 E N A L E R F I FIRELANE E E U U ' 5 . 3 3 FIRELANE 9 FIRELANE 3'' Ø DOUBLE CONDUIT UNDERGROUND W W FIREL ANE E E U U PRIVATE ELECTRICAL EASEMENT DOC # ____________ FIREL ANE FIREL ANE 5' W 7 4 560 ADA ADA WEATHERHEAD & SWITCHES ADA ADA 6 SHORT-TERM BICYCLE PARKING SPACES NEW 7,650 SF CHURCH BUILDING FFE=569.50 EX. AVERAGE ELEV.=561.74 151.85' 563 4" DOWNSPOUT (TYP.) 563 563 562 561 0 6 5 ROOF LINE OF THE BUILDING ACCESS GATE 9 5 5 PROPOSED SPILLWAY PRIVATE COMMON OPEN SPACE PATIO 300 SF ACCESS RAMP 8 5 5 ROCK RIP-RAP TRENCHED TOE 557 556 555 554 553 552 551 538 BRANCH 538 539 3 4 5 542 FERGUSON S75°20'38"W 403.08' (S75°22'20"W 403.06') FEMA ZONE AE AS SHOWN ON FIRM PANEL 48453C0460K DATED 01/06/2016 COA 100-YR 5 4 5 4 4 5 5 5 2 ' 8 1 ' 6 2 ' 8 1 ' 5 562 E N A L E R I F 561 559 558 557 556 555 554 553 CONCRETE SPLASH PAD 552 SEE DETAIL ON SHEET 40 122.39' BLDG TO PROPERTY PIN 551 550 549 548 547 546 545 544 563 705 K C A B T E S ' 5 ' 7 0 . 1 6 ' 0 0 . 5 5 1 ' W " 8 0 4 0 ° 7 2 S ) ' 0 0 . 5 5 1 ' W " 9 3 4 0 ° 7 2 S ( CURB INLET PRIVATE COMMON OPEN SPACE LAWN 2,453 SF RETAINING WALL WITH SAFETY FENCE SEE DETAIL ON SHEET 40-53 0 5 5 WAREHOUSE/LIMITED OFFICE-CONDITIONAL OVERLAY LIMITED OFFICE 551 CREEK DRAINAGE EASEMENT PER AMENDED PLAT DOC # 200400287 LOT 7, BLOCK E WALNUT CREEK BUSINESS PARK, PHASE C2 95/381 D.R.T.C. ZONE: LI W X E K C A B T E S ' 5 707 ' 2 2 . 3 2 4 ' E " 8 0 4 0 ° 7 2 N ) ' 5 1 . 3 2 4 ' E " 9 3 4 0 ° 7 2 N ( PROPOSED RIP-RAP 1 SEE DETAIL ON SHEET 32 591S.4C (VEGETATED SOIL-ROCK RIPRAP) D50=12" 2xD50 THICKNESS 3xD50 THICKNESS TRENCHED TOE M C Y 5 TIN D SIS, R ) A O Y T S R L U U P A RIB F A D N O L 1 A Y O K T O L TIN F E G CIT E E V R E T C L S E ( SIN U U F A N N E U O L Y O D Z A D W Y H M CIT R A N D B Z DIX E A A O R S F L E D O M P N H E T A SIO E N LIN O E P R E P E D A COA 100-YR OFFICE-CONDITIONAL OVERLAY WAREHOUSE/LIMITED LIMITED OFFICE ' . 3 9 1 3 1 553 DELINEATED BY HPE USING CITY OF AUSTIN DCM EROSION HAZARD ZONE (LEVEL 1 ANALYSIS, APPENDIX E AND WALNUT CREEK TRIBUTARY 5 MODELS FROM CITY OF AUSTIN FLOODPRO) T S E W K C O R D N U O R 0 0 6 1 8 6 8 7 X T , K C O R D N U O R 4 0 6 E T I U S , I E V R D s r e e n i g n E l a n o i s s e f o r P n o s r e d n e H THE DRAWING AND WRITTEN MATERIAL HEREIN CONSTITUTE ORIGINAL WORK OF THE ENGINEER, AND AS THE INTELLECTUAL PROPERTY AND INSTRUMENTS OF SERVICE ARE SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED, DISTRIBUTED PUBLISHED OR USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. LEGEND LIMITS OF CONSTRUCTION ACCESSIBLE ROUTE OF TRAVEL OVERHEAD ELECTRIC LINE STORM SEWER LINE WATER LINE WASTEWATER LINE LOC ADA OE SD W WW FIREL ANE FIRE LANE . 8 2 2 6 0 5 3 2 1 5 . 0 0 3 5 4 8 3 7 8 3 5 8 1 B U H | 6 6 1 0 1 2 E B W 8 0 2 2 2 - F # M R I F S L E P m o c . e p n o s r e d n e h . w w w g n i r e e n i g n E l i v i C LOT 17-A AMENDED PLAT OF WALNUT CREEK BUSINESS PARK, PHASE C DOC. NO. 200400287 O.P.R.T.C. ZONE: W/LO-CO F W UE FIRE LINE IRRIGATION LINE UNDERGROUND ELECTRIC ROOF LINE OF THE BUILDING SUBJECT PROPERTY ADJOINING PROPERTY LINES ZONING DISTRICT BOUNDARY DRAINAGE EASEMENT SAFETY FENCE I N O S V E R I . o N 1 2 3 4 5 NOTES: 1. THE PLAN SET INDICATING THAT THE BACK HALF OF THE BUILDING WILL HAVE ROOF DRAINS, REFER TO THE ARCHITECTURAL DRAWINGS FOR SPECIFICS. THOSE ROOF DRAINS WILL BE CONVEYED THROUGH THE WATER QUALITY POND PRIOR TO BEING DETAINED. THE BEST AVAILABLE DATA WAS USED TO DELINEATE THE COA FLOODPLAIN. 2. 3. S N A L P T N E M P O L E V E D E T S I E V R E S O T 4. STENCIL THE WORDS “FIRE ZONE/TOW-AWAY ZONE” IN WHITE LETTERS AT LEAST 3” HIGH AT 35FOOT INTERVALS ALONG THE CURB AND THE ENTIRE CURB SHALL BE PAINTED RED TO SERVE AS THE BACKGROUND FOR THE WHITE LETTERS.” 5. SIGNS STATING “FIRE ZONE/TOW-AWAY ZONE” SHALL BE POSTED AT BOTH ENDS OF A FIRE ZONE AND AT EACH ENTRY AND EXIT POINT WHICH CONSTITUTES A PORTION OF THE FIRE ZONE OR FIRE LANE. SIGNS SHALL COMPLY WITH STANDARD CITY OF AUSTIN DETAIL 901S-6. 6. ALL EXTERIOR LIGHTING WILL BE FULL CUT-OFF AND FULLY SHIELDED IN COMPLIANCE WITH SUBCHAPTER E 2.5 AND WILL BE REVIEWED DURING BUILDING PLAN REVIEW. ANY CHANGE OR SUBSTITUTION OF LAMP/LIGHT FIXTURES SHALL BE SUBMITTED TO THE DIRECTOR FOR APPROVAL IN ACCORDANCE WITH SECTION 2.5.2.E. SITE PLAN RELEASE NOTES 1. ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE RELEASED SITE PLAN. ANY ADDITIONAL IMPROVEMENTS WILL REQUIRE SITE PLAN AMENDMENT AND APPROVAL OF THE DEVELOPMENT SERVICES DEPARTMENT. 2. APPROVAL OF THIS SITE PLAN DOES NOT INCLUDE BUILDING AND FIRE CODE APPROVAL NOR BUILDING PERMIT APPROVAL. 3. ALL SIGNS MUST COMPLY WITH REQUIREMENTS OF THE LAND DEVELOPMENT CODE (CHAPTER 25-10). 4. ADDITIONAL ELECTRIC EASEMENTS MAY BE REQUIRED AT A LATER DATE. 5. WATER AND WASTEWATER SERVICE WILL BE PROVIDED BY THE CITY OF AUSTIN (OR IDENTIFY THE SERVICE PROVIDER IF OTHER THAN THE CITY OF AUSTIN). 6. ALL EXISTING STRUCTURES SHOWN TO BE REMOVED WILL REQUIRE A DEMOLITION PERMIT FROM THE CITY OF AUSTIN DEVELOPMENT SERVICES DEPARTMENT. 7. A DEVELOPMENT PERMIT MUST BE ISSUED PRIOR TO AN APPLICATION FOR A BUILDING PERMIT FOR NON-CONSOLIDATED (A) OR PLANNING COMMISSION APPROVED SITE PLANS. 8. FOR DRIVEWAY CONSTRUCTION: THE OWNER IS RESPONSIBLE FOR ALL COSTS FOR RELOCATION OF, OR DAMAGE TO UTILITIES. 9. FOR CONSTRUCTION WITHIN THE RIGHT-OF-WAY, A ROW EXCAVATION PERMIT IS REQUIRED. 10. SCREENING FOR SOLID WASTE COLLECTION AND LOADING AREAS SHALL BE THE SAME AS, OR OF EQUAL QUALITY TO, PRINCIPAL BUILDING MATERIALS. I I N T S U A F O H C R U H C N A C L G N A D R E H P E H S D O O G E H T S I T N E M U C O D S H T I E H T R O F D E S A E L E R I Y R A N M I L E R P F O E S O P R U P E N A L N O S U G R E F 3 1 9 2 4 5 7 8 7 X T , I N T S U A N A L P E T S I I Y T R O H T U A E H T R E D N U W E V E R I F O , N O S R E D N E H . L R E F N N E J I 3 8 8 6 1 1 . E P . 6 2 0 2 , 1 1 t s u g u A N O R O F D E S U E B O T T O N S I T I I R O N O T C U R T S N O C . S E S O P R U P T M R E P I 2 0 1 0 4 2 . O N T C E J O R P 6 2 0 2 1 1 / / 8 0 S J : Y B N W A R D R A : Y B D E K C E H C H J : Y B D E V O R P P A 04 OF 61 CITY PERMIT NUMBER: SPC-2024-0393C OFFICE-CONDITIONAL OVERLAY WAREHOUSE/LIMITED LIMITED OFFICE 4 5 5 W X E ADDITIONAL MEASURES TO IMPROVE CONNECTIVITY ADDITIONAL PEDESTRIAN CONNECTION FROM ON-SITE BUILDING TO ADJACENT STREET. INTERNAL UTILITY LINES ARE LOCATED IN DRIVE AISLES OR INTERNAL CIRCULATION ROUTES, RATHER THAN UNDER PARKING AREAS. W X E _______________________________________________________________ AUSTIN WATER FACILITY ENGINEERING DATE EX. 1 1/2" PVC WWL EX WW (S-2006-0504) g w d . N A L P E T S 2 0 1 0 4 2 \ D S I \ t e e h S 7 0 \ d r e h p e h S d o o G 2 0 1 0 4 2 4 2 0 2 \ j \ s t c e o r P 2 0 \ : H : e m a n e l i F / 6 2 0 2 8 0 1 1 / : e t a d t l o P , 0 1 8 5 T n o s c e r P i i l l e D : y b d e t t l o P 08/11/202604 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 17 of 13 ' 0 2 T N E M E V A P FERGUSON LANE (RIGHT-OF-WAY VARIES) 12.46' 12.54' 568' FROM PROPOSED DRIVEWAY TO EXISTING DRIVEWAY 1,687' FROM PROPOSED DRIVEWAY TO SPRINGDALE RD ' 0 2 T N E M E V A P ' 5 7 0 20 40 . SCALE: 1"=20' . W O R . ' 5 7 . . W O R . 5' WASTEWATER EASEMENT DOC # 2005083299 30' BUILDING SETBACK ' 0 2 T N E M E V A P EXIT ONLY DO NOT ENTER N=10097387.3228 E=3140165.6181 88' BLDG TO PROPERTY PIN 1,651' FROM PROPOSED DRIVEWAY TO SPRINKLE RD 136' FROM PROPOSED DRIVEWAY TO EXISTING DRIVEWAY N=10097418.8854 E=3140279.3267 ' 5 . 6 ' 9 7 . 6 1 ' 8 1 ' 3 1 ' 3 1 R3' FI R E L A N E FIRELANE 81' ' 9 7 . 0 6 FIRELANE ' 6 2 N62° 56' 29"W 125.00' 6.5' R ' 0 1 ' 0 1 ' 7 6 . 5 6 R25' N=10097401.8442 E=3140312.8386 R25' FIRELANE N=10097384.8463 E=3140346.2650 R25' ACCESS EASEMENT DOC #____________ 25' ' 2 9 . 9 7 E " 1 3 ' 3 0 ° 7 2 N R25' FIRELANE R3' N=10097330.6874 E=3140276.4905 (S62°55'21"E 300.92') ' 5 . 6 15' PUE DOC # 200400287 81' ' 8 1 9' (TYP.) FIRELANE FIRELANE N62° 56' 29"W 106.29' ' 6 2 N=10097305.6191 E=3140393.7118 R3' (TYP.) 30' ' 1 1 ' 6 E N A L E R I F 16.66' 21' ' 3 1 ' 3 1 72' 17.78' 13' 63' 13.68' 36' FIREL ANE FIREL ANE FIREL ANE FIREL ANE FIREL ANE FIREL ANE FIREL ANE N=10097280.0386 E=3140404.2261 5' N=10097270.2366 E=3140399.2191 N=10097264.8934 E=3140396.4896 K C A B T E S ' 5 ' 8 1 ' 5 174.97' RETAINING WALL WITH SAFETY FENCE SEE DETAIL ON SHEET 40-53 122.39' BLDG TO PROPERTY PIN ' 8 1 ' 5 4 . 9 ' 5 . 2 5 90°' (TYP.) 97.65' 93.13' I E V R D T L A H P S A B R U C / K C A B ' 5 ' 5 1 . 5 1 MANHOLE ACCESS WITH LADDER FOR SPLITTER BOX SPLITTER BOX ' 3 9 . 7 6 RETAINING WALL WITH SAFETY FENCE SEE DETAIL ON SHEET 53 ' 3 8 . 8 1 26.25' 5.16' 5.13' 5' 177.96' NEW 7,650 SF CHURCH BUILDING FFE=569.50 EX. AVERAGE ELEV.=561.74 ' 3 4 . 7 3 54.2' 25' 29.2' ' 1 6 . 8 1 ' 7 0 . 5 1 300 S.F ' 2 1 1 4.5 3' 58.09' 8.1 7' PROPOSED SPILLWAY ' 5 1 . 3 1 53.36' 55.05' RAIN GARDEN AND DETENTION POND 7,835 CU.FT. 8 3' 53.3' K C A B T E S ' 5 1 0' M C Y 5 TIN D SIS, R ) A O Y T S R L U U P A RIB F A D N O L 1 A Y O K T O L TIN F E G CIT E E V R E T C L S E ( SIN U U F A N N E U O L Y O D Z A D W Y H M CIT R A N D B Z DIX E A A O R S F L E D O M P N H E T A SIO E N LIN O E P R E P E D A g w d . N A L P L O R T N O C N O S N E M D 2 0 1 0 4 2 \ D S I I \ t e e h S 7 0 \ d r e h p e h S d o o G 2 0 1 0 4 2 4 2 0 2 \ j \ s t c e o r P 2 0 \ : H : e m a n e l i F / 6 2 0 2 8 0 1 1 / : e t a d t l o P , 0 1 8 5 T n o s c e r P i i l l e D : y b d e t t l o P T S E W K C O R D N U O R 0 0 6 1 8 6 8 7 X T , K C O R D N U O R 4 0 6 E T I U S , I E V R D s r e e n i g n E l a n o i s s e f o r P n o s r e d n e H THE DRAWING AND WRITTEN MATERIAL HEREIN CONSTITUTE ORIGINAL WORK OF THE ENGINEER, AND AS THE INTELLECTUAL PROPERTY AND INSTRUMENTS OF SERVICE ARE SUBJECT TO COPYRIGHT AND MAY NOT BE REPRODUCED, DISTRIBUTED PUBLISHED OR USED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER. LEGEND SUBJECT PROPERTY ADJOINING PROPERTY PROPOSED WASTEWATER EASEMENT EXISTING WATER VALVE EXISTING WASTEWATER MANHOLE PROPOSED WASTEWATER MANHOLE . 8 2 2 6 0 5 3 2 1 5 . 0 0 3 5 4 8 3 7 8 3 5 8 1 B U H | 6 6 1 0 1 2 E B W 8 0 2 2 2 - F # M R I F S L E P m o c . e p n o s r e d n e h . w w w g n i r e e n i g n E l i v i C EX SD EX OE PROPOSED WASTEWATER LINE EXISTING STORM SEWER EXISTING OVERHEAD ELECTRIC EXISTING POWER POLE X EXISTING WIRE FENCE EXISTING CHAIN LINK FENCE EXISTING METAL BEAM GUARD RAIL 529 PROPOSED FENCE EXISTING CONTOUR IRON ROD FOUND BENCHMARK "PARCEL 5 ROW" "PARCEL 6 ROW" FIREL ANE FIRE LANE 5' FRONT SETBACK SETBACK PEDESTRIAN ACCESS ROUTE NOTES: 1. ALL DIMENSIONS ARE TO THE BACK OF CURB, UNLESS OTHERWISE NOTED. 2. ALL CURB RETURN RADII ARE 2'-6" (AT BACK OF CURB), UNLESS OTHERWISE NOTED. 3. REFER TO SHEET 35 FOR PAVING AND STRIPING DIMENSIONS. I N O S V E R I . o N 1 2 3 4 5 S N A L P T N E M P O L E V E D E T S I E V R E S O T I I N T S U A F O H C R U H C N A C L G N A D R E H P E H S D O O G E H T S I T N E M U C O D S H T I E H T R O F D E S A E L E R I Y R A N M I L E R P F O E S O P R U P E N A L N O S U G R E F 3 1 9 2 4 5 7 8 7 X T , I N T S U A N A L P L O R T N O C N O S N E M D I I I Y T R O H T U A E H T R E D N U W E V E R I F O , N O S R E D N E H . L R E F N N E J I 3 8 8 6 1 1 . E P . 6 2 0 2 , 1 1 t s u g u A N O R O F D E S U E B O T T O N S I T I I R O N O T C U R T S N O C . S E S O P R U P T M R E P I M C Y 5 TIN D SIS, R Y O) A S L T R U A U P F A N RIB D L 1 A O Y O K T O L E G CIT E TIN F V E E R E (L T C SIN S U N U F A E U O N D Z L Y O A P D W Y H R M CIT A Z D B N A DIX E A N H E O T R SIO A S F E LIN N O L E R E P E D E P D O A M 2 0 1 0 4 2 . O N T C E J O R P 6 2 0 2 1 1 / / 8 0 S J : Y B N W A R D R A : Y B D E K C E H C H J : Y B D E V O R P P A 18 OF 61 CITY PERMIT NUMBER: SPC-2024-0393C 08/11/202604 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 18 of 13 712 715 713714 (5) ICB (5) MPU (5) LFR P|S (1) IV (5) MPU (7) ICB P|S (1) IV S (1) SSE STREETYARD (5) MPU (11) ICB (9) RVI (7) LFR (7) RVI (9) MPU 706 711 (7) MPU (13) LFR 708 709 707 710 702 701 (5) RVI (5) LFR (5) ICB P|S (1) AGR P|S (1) UCR P|S (1) UCR (5) MPU (5) RVI (5) ICB (5) LFR (5) ICB 703 704 705 (1) QVI P|S (13) RVI (7) SSE S (5) MPU (6) LFR (1) AGR P|S NEW 7,650 SF CHURCH BUILDING FFE=569.50 (18) YUC (15) MUH (18) AST (19) BOU (20) MUH (19) YUC (20) AST STREETYARD (4) MPU (7) ICB (1) QVI DRAINAGE EASEMENT (PER AMENDED PLAT) UNDISTURBED AREA 36,034 SF 1 LANDSCAPE PLAN Scale: 1" = 30'-0" 0 30 60 FT TREE CREDIT LEGEND STREET YARD BUFFERING PARKING REPLACEMENT* "S" "B" "P" "R" * ALL NEW TREES CALCULATED AS REPLACEMENT INCHES EXISTING TREE LEGEND EXISTING TREE - TO REMAIN "CREDIT" (QTY) ID EXISTING TREE - TO BE REMOVED PLANT SCHEDULE CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS TREES AGR IV QVI UCR Acer grandidentatum / Bigtooth Maple Ilex vomitoria / Yaupon Holly Quercus virginiana / Southern Live Oak Ulmus crassifolia / Cedar Elm 3" Cal. 3" Cal. 3" Cal. 3" Cal. CONTAINER GROWN CONTAINER GROWN CONTAINER GROWN CONTAINER GROWN ORNAMENTAL TREE SSE Sophora secundiflora / Texas Mountain Laurel 1.5" Cal. SHRUBS ICB LFR MPU RVI Ilex cornuta 'Burfordii Nana' / Dwarf Burford Holly Leucophyllum frutescens / Texas Sage Myrica pusilla / Dwarf Southern Wax Myrtle Rhus virens / Evergreen Sumac SYMBOL CODE BOTANICAL / COMMON NAME SHRUB AREAS AST BOU MUH YUC Aster dumosus / Fall Aster Bouteloua gracilis / Blue Grama Grass Muhlenbergia lindheimeri 'Big' / Big Lindheimer's Muhly Yucca rupicola / Twistleaf Yucca 5 gal. 5 gal. 5 gal. 5 gal. SIZE 1 gal. 1 gal. 1 gal. 1 gal. CONTAINER SPACING QTY REMARKS Pot Pot Pot Pot 48" o.c. 48" o.c. 48" o.c. 48" o.c. 38 19 35 37 MIN. 6' HT. MIN. 6' HT. MIN. 6' HT. MIN. 6' HT. MIN. 6' HT. 2 2 2 2 8 45 41 45 39 . c n i i s r e n g s e d E C A L P T E E R T S N W O R B S 1 1 2 4 6 6 8 7 X T , K C O R D N U O R 3 1 9 8 - 8 3 2 ) 2 1 5 ( : F | 2 1 9 8 - 8 3 2 ) 2 1 5 ( : T m o c . s r e n g i s e d E C A L P SYMBOL BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS GROUND COVERS Cynodon dactylon x transvaalensis 'Tifway 419' / Tifway 419 Bermudagrass --- 17,466 sf Hydroseed REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION QTY DETAIL MULCH UNDISTURBED AREA LANDSCAPE EDGE 3,351 sf 33,373 sf 726 lf : s n o s i i v e R GISTERED LANDSCAPE ARCHIT HILIP A . WA N K E P E R E C T 17 75 STATE OF TEXA S 7/22/2026 H C R U H C N A C I L G N A D R E H P E H S D O O G E H T N I T S U A F O N L N O S U G R E F 3 1 9 2 4 5 7 8 7 S A X E T , N I T S U A Drawn by: Checked by: Approved by: YC PW PW Job Number: 19174 Case #: -- NOTE: Alternative Equivalent Compliance (AEC) is applied by ECM 2.5.0. Site constraints do not allow for parking lot trees within 50 feet of each parking space and do not allow for full parking lot buffering; these count as -10 AEC points in total. Landscaped street-yard exceeds 30%, this counts at +20 deficiency AEC eficiency points AEC per ECM 250 has been applied. SITE PLAN RELEASE SITE PLAN APPROVAL SHEET OF FILE NUMBER APPLICATION DATE APPROVED BY COMMISSION ON UNDER SECTION 112 OF CHAPTER 25-5 OF THE CITY OF AUSTIN CODE. EXPIRATION DATE (25-5-81, LDC) CASE MANAGER PROJECT EXPIRATION DATE (ORD.#970905-A) DWPZ DDZ DEVELOPMENT SERVICE DEPARTMENT RELEASE FOR GENERAL COMPLIANCE: ZONING W/CO-CO REV. 1 CORRECTION. 1 REV. 2 CORRECTION. 2 REV. 3 CORRECTION. 3 LANDSCAPE DETAILS LANDSCAPE & MITIGATION PLAN FINAL PLAT MUST BE RECORDED BY THE PROJECT EXPIRATION DATE, IF APPLICABLE. SUBSEQUENT L-101 SITE PLANS WHICH DO NOT COMPLY WITH THE CODE CURRENT AT THE TIME OF FILLING, AND ALL REQUIRED BUILDING PERMITS AND/OR A NOTICE OF CONSTRUCTION (IF A BUILDING PERMIT IS NOT 45 REQUIRED), MUST ALSO BE APPROVED POOR TO THE PROJECT EXPIRATION DATE. © copyright 2026 PLACE designers inc. 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 19 of 13 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 110 of 1304 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 111 of 1304 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 112 of 13HIGHEST POINT OF HIGHEST GABLE AVERAGE HEIGHT OF HIGHEST GABLE LOWEST POINT OF HIGHEST GABLE HIGHEST ADJACENT GRADE AVERAGE ADJACENT GRADE LOWEST ADJACENT GRADE " 1 - ' 9 2 I 1 2 - 1 - 5 2 N O T C E S D C L R E P T H G E H Y R O T A L U G E R I SPC-2024-0393C The Good Shepherd Anglican Church of Austin PLACE designers inc. 211 S BROWN STREET, ROUND ROCK, TX 78664 T : (512) 238-8912 | F : (512) 238-8913 PLACEdesigners.com HEIGHT EXHIBIT 07|23|2026 04 SPC-2024-0393C - The Good Shepherd Anglican Church of Austin; District 113 of 13