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SUBDIVISION REVIEW SHEET LOT(S): 98 COUNTY: Travis JURISDICTION: 2-mile ETJ ZAP DATE: September 13, 2022 CASE NO.: C8J-2021-0141 SUBDIVISION NAME: Gullahorn, Phase 1A Preliminary Plan AREA: 16.40 acres OWNER/APPLICANT: Blackburn Homes (Rick Hanna) AGENT: Atwell, LLC (David Fusilier) ADDRESS OF SUBDIVISION: 5300 Gregg Lane GRIDS: Q32 WATERSHED: Gilleland Watershed EXISTING ZONING: N/A MUD PLAN: N/A PROPOSED LAND USE: Residential – single family lots, open space/drainage easement lots, public utility easements (PUEs) lots, and public ROW VARIANCES: None SIDEWALKS: Sidewalks will be provided along all internal streets and the boundary street. DEPARTMENT COMMENTS: The request is for the approval of the Gullahorn, Phase 1A Preliminary Plan. The plan is comprised of 98 total lots on approximately 16.40 acres including 90 single family lots, 4 open space/drainage easement lots, 4 public utility easement lots, and 3,562 linear feet of streets. The property connects to Gregg Lane. Parkland will be in compliance with the Single Office/Title 30. Water and wastewater will be provided by will be provided by the City of Austin. Staff recommends approval of the preliminary plan, subject to the conditions listed in the attached comment report. After the conditions are met, the plan will comply with LDC 30-2-84. The conditions include remove or update notes, define easements, update engineer’s report and drainage information, environmental, etc. These are administrative actions that require no discretionary review. An application that has been approved with conditions may be updated to address those conditions until the application expires and the plan does not need to be heard before the Commission again. STAFF RECOMMENDATION: Staff recommends approval of the preliminary plan, subject to the conditions listed in the comment report dated September 7, 2022 and attached as Exhibit C. CASE MANAGER: Paul Scoggins, Travis County Single Office PHONE: 512-854-7619 Email address: Paul.Scoggins@traviscountytx.gov  Exhibit A: Gullahorn, Phase 1A Preliminary Plan Exhibit B: Gullahorn, Phase 1A Location Map Exhibit C: Gullahorn, Phase 1A Preliminary Plan Comment Report CITY OF AUSTIN – TRAVIS COUNTY – SINGLE SUBDIVISION OFFICE SUBDIVISION APPLICATION – MASTER COMMENT REPORT 5300 GREGG LN UPDATE: PHONE #: U0 (512)854-7619 C8J-2022-0141 00 CASE NUMBER: REVISION #: CASE MANAGER: Paul J. Scoggins PROJECT NAME: Gullahorn Subdivision, Phase 1A LOCATION: SUBMITTAL DATE: August 15, 2022 REPORT DUE DATE: September 13, 2022 FINAL REPORT DATE: September 7, 2022 STAFF REPORT: This report includes all staff comments received to date concerning your most recent subdivision application submittal. The comments may include requirements, recommendations, or information. The requirements in this report must be addressed by an updated submittal. The subdivision application will be approved when all requirements from each review discipline have been addressed. If you have any questions, concerns or if you require additional information about this report, please contact your case manager at the phone number listed above or by using the contact information listed for each reviewer in this report. Any change to the plan/plat shall not cause noncompliance with any applicable code or criteria. In addition, any change to the plat may trigger new comments. UPDATE DEADLINE (LDC 30-2-56; 30-2-82): All comments must be addressed by filing an updated submittal prior to the update deadline of (90 days from submittal) November 14, 2022. Otherwise, the application will expire. If this date falls on a weekend or City of Austin holiday, the next City of Austin workday will be the deadline. Extension of Review Period, Extension of Update Deadline and Tolling of Application Period do not apply to applications for preliminary plan, plat or subdivision construction plans (LDC). UPDATE SUBMITTAL INSTRUCTIONS (LDC 30-1-113): 1. 2. a. b. 3. list of approved submittal dates. A formal update submittal is required. REVIEWERS: Planner 1: Chima Onyia Site Plan Plumbing: Juan Beltran Electric Review: Betty Nguyen Environmental Review: Enrique Maiz-Torres AW Utility Development Services: Bradley Barron Applicants must contact Intake Staff (974-1770) in order to submit an update. Your update must include the following items: The revised plat/plan in pdf format A letter that addresses each comment in the master comment report Updates must be submitted on an approved submittal date. Refer to the submittal calendar for a Wetlands Biologist Review: Hank Marley Travis Co. Subdivision Review: Paul J.Scoggins Travis Co. Drainage Review: Manny Duarte 911 Addressing Review: Janny Phung  Electric Review - Betty Nguyen - betty.nguyen@austinenergy.com EL 1. Fifteen (15) foot electric distribution, electric telecommunications, and electric fiber easement (15’ E.T.E.) is required adjacent to Gregg Lane R.O.W. Show the easement on the face of the plat. LDC § 30-2-132 EASEMENTS AND ALLEYS. (A) Easements for public utilities and drainage ways shall be retained in all subdivisions in the widths and locations determined necessary by the single office. All easements shall be dedicated to public use for the named purpose and shall be aligned to minimize construction and future maintenance costs. Source: City Code § 25-4-132; County Code § 82.202(p); Ord. 031211-11; Ord. 031211-42; Ord. 20131017-046 EL 2. Please revise 10’ AE easement as shown in all inside streets as 10’ electric distribution, electric telecommunications, and electric fiber easement (10’ E.T.E.) LDC § 30-2-132 EASEMENTS AND ALLEYS. (A) Easements for public utilities and drainage ways shall be retained in all subdivisions in the widths and locations determined necessary by the single office. All easements shall be dedicated to public use for the named purpose and shall be aligned to minimize construction and future maintenance costs. Source: City Code § 25-4-132; County Code § 82.202(p); Ord. 031211-11; Ord. 031211-42; Ord. 20131017-046 EL 3. Please add/include P.U.E. to all lots being dedicated as Open Space/D.E. (e.g. Lot 1A, Block F, Lot 1A, Block E.) LDC § 30-2-132 EASEMENTS AND ALLEYS. (A) Easements for public utilities and drainage ways shall be retained in all subdivisions in the widths and locations determined necessary by the single office. All easements shall be dedicated to public use for the named purpose and shall be aligned to minimize construction and future maintenance costs. Source: City Code § 25-4-132; County Code § 82.202(p); Ord. 031211-11; Ord. 031211-42; Ord. 20131017-046 EL 4. Please add the following note to Notes section on page 2: Any relocation of electric facilities shall be at landowner's/developer’s expense. § 30-1-113 - APPLICATION REQUIREMENTS EL 5. Please replace note no. 18 of the Notes section on page 2 with the following notes: 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 30-5, Subchapter B of the Austin/Travis County Subdivision Regulations. § 30-1-113 - APPLICATION REQUIREMENTS EL 6. Please replace note no. 19 of the Notes section on page 2 with the following notes: 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 30-2 of the Austin/Travis County Subdivision Regulations. § 30-1-113 - APPLICATION REQUIREMENTS  Environmental Review - Enrique Maiz-Torres – Enrique.maiz-torres@austintexas.gov Update 1 9/7/2022 EV 1 – Comment Cleared. EV 2 – Provide an exhibit showing: • Proposed lot lines; • Proposed ROW lines; • Proposed pond location(s) and pond driveway(s) • Slopes from 15 to 25%; and • Slopes over 25%. LDC 30-5 / 25-8-301 & 302 Update 1 lot(s) on a slope with a gradient in excess of 15%. Provide a note stating: “Slopes in excess of 15 percent exist on [insert Block __, Lot __]. Construction on slopes is limited per the Land Development Code and Environmental Criteria Manual.” [LDC 25-8, Subchapter A, Article 7; ECM 1.8.0, 1.11.0] Comment Pending. This subdivision plan proposes single-family residential EV 3 – Provide an exhibit showing: • Proposed lot lines; • Proposed ROW lines; • Proposed pond location(s) and pond driveway(s) • Grading from 4 to 8 feet; and • Grading over 8 feet. LDC 30-5 / 25-8-341 & 342 Update 1 variance. Comment Pending. Grading over than 8 feet will requires commission AW Utility Development Services - Bradley Barron - 512-972-0078 AW1. Per Utility Criteria Manual Section 2, §15-9, §30-2, §25-5, §25-9, and the Uniform Plumbing Code: The landowner intends to serve each lot with City of Austin water and wastewater utilities. Each lot must have a separate water and wastewater utility connection and no existing or proposed plumbing may cross lot lines. The landowner, at own expense, will be responsible for providing the water and wastewater utility improvements, offsite main extensions, system upgrades, utility relocations and or abandonments to serve each lot. AW2. Per City Ordinance 20120524-139, §25-4-175: Flag lot is proposed in Lot 1 Block F as well as a public wastewater main. A driveway and utility plan are required with plan submittal for plans utilizing flag lots with proposed main extensions greater than 100’. Written approval from a representative of the AW Pipeline Engineering Review team and the AW Site Plan Plumbing Review team will be required prior to plan submittal. Submit a copy of the utility plan to Jason Inge at Jason.Inge@austintexas.gov to obtain approval from the AW Pipeline Engineering Review team. Also submit a copy to assigned Site Plan Plumbing Review reviewer and obtain approval. AW3. Per Utility Criteria Manual Section 2, §15-9, §30-2, §25-5, §25-9, and the Uniform Plumbing Code: Add the following note to the plan: WATER METERS AND CLEANOUTS SHALL NOT BE LOCATED IN DRIVEWAYS OR SIDEWALKS. AW4. Per Utility Criteria Manual Section 2, §15-9, §30-2, §25-5, §25-9, and the Uniform Plumbing Code: Add the following note to the plan: EACH LOT SHALL HAVE INDEPENDENT WATER METERS AND CLEANOUTS AND PRIVATE PLUMBING SHALL NOT CROSS LOT LINES. PRIVATE LINES MAY CROSS PERPENDICULARLY BUT OTHERWISE SHALL NOT BE LOCATED WITHIN A PUBLIC UTILITY EASEMENT. FYI. The landowner must pay the tap and impact fee once the landowner makes an application for a City of Austin water and wastewater utility tap permit. Wetlands Biologist Review - Hank Marley - hank.marley@austintexas.gov Update 0 8/30/2022 Please be advised that additional comments may be generated as update 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. WB 1 Pursuant to LDC 25-8-281(C)(2)(a) please add a note to the coversheet stating that: “All activities within the CEF and CEF buffer must comply with the City of Austin Code and Criteria. The natural vegetative cover must be retained to the maximum extent practicable; construction is prohibited; and wastewater disposal or irrigation is prohibited.” WB 2 Please include a preliminary note indicating “A CEF mitigation plan is required. The details for the mitigation plan will be reviewed, approved, and executed during the Subdivision Construction Plans. No certificate of occupancy will be issued until mitigation plan has been completed and released.” WB 3 Clearly show the boundary of all wetland CEFs and clearly label the features: “WETLAND CEF”. Reference the Environmental Resource Inventory provided with this submittal. WB 4 Clearly show and label “WETLAND CEF SETBACK” the standard 150 ft CEF setback on all plan sheets. Reference the Environmental Resource Inventory provided with this submittal. WB 5 Remove proposed grading of CEF Wetland 1 & Wetland 2. A water quality pond has not been approved to be placed over a wetland CEF. Travis Co. Subdivision Review - Paul J. Scoggins - (512)854-7619 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 comment pursuant to LDC § 30-1-113 1. For Travis County Transportation Review, Drainage Engineering Review, and Subdivision Review, provide a complete application as described in the Completeness Checklist, including the following documents. All elements listed below are required for intake into the Completeness Check process: https://www.traviscountytx.gov/tnr/permits/subdivisons o Cover letter sealed by Texas Licensed Professional Engineer, describing the major elements of the project. all jurisdictions affecting the project, all approvals that are required for the project, identifying any pre-requisite requirements for subdivision application submittal, and identifying all documents submitted as part of the completed subdivision application, including all documents required under eachcode compliance summary. with all required information found listed in the Completeness Checklist; o A completed Travis County Subdivision Application Completeness Checklist sealed by a Texas Licensed Professional Engineer; o All documentation addressing completed Prerequisites; o Reports must be finalized instead of drafts. a. b. c. 3. 7. o Completed Code Compliance Summaries sealed by a Texas Licensed Professional Engineer; o All application documents required by code, listed in the Completeness Checklist and Code Compliance summaries, or required in a completeness or compliance review. https://www.traviscountytx.gov/images/tnr/Docs/Drainage-Criteria-Manual-08302019.pdf https://www.traviscountytx.gov/images/tnr/Docs/Transportation-Criteria-Manual-08302019.pdf https://www.traviscountytx.gov/images/tnr/Docs/Title-30-Code-Compliance-Summary- 04092020.pdf Please confirm that all of the above documents have been provided. Cleared for CC. Will be required for formal submittal. If not previously uploaded, please upload these reports. FYI: Please include a response report to the comments that were issued stating how the comment was addressed. Please show sidewalks along streets as a dotted line and reference them in the legend. Add this as a plat note AND list the streets in the note. a. Sidewalks not shown as a dotted line in the legend. Public sidewalks are required along the streets as shown by a dotted line on the face of the plat. The sidewalks are required to be constructed by the property owner after the abutting roadway is improved and concrete curbs are in place. Failure to construct the required sidewalks may result in the withholding of certificates of occupancy, building permits, or utility connections by the governing body or utility company. b. Please verify is sidewalks need to be shown along Gregg Lane. IF so, please show as a dotted line. d. e. a. b. Title 30 does not have a fee in lieu. Sidewalks should be shown AND the City’s sidewalk deferral note can be used for Gregg Lane IF sidewalks won’t be constructed at this time. Sidewalks need to be shown as a dotted line along the ROWs and shown in the legend. Example: Sheet 4 – Overall layout page. 17. Provide the letter from E-911 addressing verifying the proposed street names have been approved for this subdivision. COA Addressing also wants to be informed of all new streets and any street realignments, and vacations/abandonments (including dedications by separate instrument, by deed, etc.). They need to be contacted during the review process. The contact for this portion is Cathy Winfrey at 974-2398 or cathy.winfrey@austintexas.gov 20. Show a survey tie across all existing streets bordering or traversing this subdivision to verify right- a. Will be required with formal submittal. of-way width. Pending. Survey ties not found. A survey tie completely across showing the other side of Gregg Lane’s boundary should be shown. Example: Sheet 4 – Overall layout. 21. Please include Travis County’s approval block in the blank space. 22. Please show the temporary turnaround easements on all pages. Example: Sheet 4 – Overall layout. 911 Addressing Review - Janny Phung - Please make sure all streets names have been reserved and approved by E-911 Addressing. Contact Janny.Phung@austintexas.gov prior to the resubmittal of the update. 30-1-113 Travis Co. Transportation Review - Manny Duarte - 512-854-7581 All transportation comments cleared. Travis Co. Drainage Construction Review - Manny Duarte - 512-854-7581 36. Indicate the status of easements for the offsite ww line. Comment still pending. Provide status of easements with AWU. UPDATE: Comment still pending on permanent ww easements and temporary construction easements. UPDATE: Comment still pending. Additional comments may be generated upon receipt of new information. Please provide on the next submittal a summary letter describing in detail how the comments were addressed. Also include in the letter if any sheets are deleted, combined or new sheets added in the submittal.  Site Plan Plumbing - Juan Beltran - 512-972-2095 Pursuant to compliance with Sections 307.1, 609.6, and 721.1 of the 2021 Uniform plumbing code, add note that conveys the following: Each Lot within this subdivision shall have separate sewer taps, separate water meters, and their respective private water and sewer service lines shall be positioned or located in a manner that will not cross lot lines. End of Master Comment Report Location Map Precinct Two UTILITIES WATER & WASTEWATER AUSTIN WATER UTILITY AVANTE PLAZA, SUITE 300 625 EAST 10TH STREET AUSTIN, TEXAS 78734 CONTACT: ALFREDO TORRES PHONE: 512.972.0238 ELECTRIC CITY OF AUSTIN (AUSTIN ENERGY) 1800 LAVACA ST. AUSTIN, TX 78701 512.494.9400 CONSULTANTS CIVIL ENGINEER ATWELL, LLC. 3815 S. CAPITAL OF TEXAS HIGHWAY, SUITE 300 AUSTIN, TX 78704 CONTACT: CONNOR J. OVERBY, P.E PHONE: 512.904.0505 OWNER BLACKBURN HOMES RICK HANNA OXFORD, MISSISSIPPI 38655 PH: 512-964-4854 DEVELOPER BLACKBURN HOMES RICK HANNA OXFORD, MISSISSIPPI 38655 PH: 512-964-4854 BENCHMARK INFORMATION BENCHMARK 1 - N10114265.65' E 3154675.01' ELEV. = 646.14, 5/8" IRON ROD WITH PLASTIC CAP BEARINGS BASED ON TEXAS STATE PLANE COORDINATES, CENTRAL ZONE, 4203, NAD83 - US SURVEY FEET, DERIVED FROM GPS OBSERVATIONS LEGAL DESCRIPTION ABS 160 SUR 50 CASTRO M ACRE 97.400 (1-D-1) ABS 160 SUR 50 CASTRO M ACRE 2.00 ENGINEER SIGNOFF I, DAVID B. FUSILIER #87710, THE UNDERSIGNED, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS, DO HEREBY CERTIFY THIS PRELIMINARY PLAN TO BE 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 FLOOD INSURANCE ADMINISTRATION FIRM 48453C0290J, TRAVIS COUNTY, TEXAS, DATED AUGUST 18, 2014. NOTES 1. 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. 2. NO PORTION OF THE PHASE 1A PROPERTY IS AFFECTED BY THE 100 YEAR FLOOD PLAIN AS SHOWN ON THE FLOOD INSURANCE RATE MAP FOR TRAVIS COUNTY, TEXAS AND INCORPORATED AREAS, No. 48453C0290J, DATED AUGUST 18, 2014 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 3. THIS PROJECT IS LOCATED IN THE GILLELAND CREEK WATERSHED, AND IS CLASSIFIED AS A SUBURBAN WATERSHED BY THE CITY OF AUSTIN AND WILL BE DEVELOPED, CONSTRUCTED, AND MAINTAINED IN COMPLIANCE WITH THE CITY OF AUSTIN LAND DEVELOPMENT CODE AND APPLICABLE RULES. 4. THIS PROJECT IS NOT LOCATED WITHIN THE EDWARDS AQUIFER RECHARGE ZONE OR CONTRIBUTING ZONE. 5. WATER AND WASTEWATER SERVICES FOR THIS PROJECT HAVE BEEN GRANTED BY AUSTIN WATER UNDER SER-4961 AND SER-4962, RESPECTIVELY. 6. THIS PROJECT IS LOCATED WITHIN THE SERVICE AREA OF THE PFLUGERVILLE FIRE DEPARTMENT (TRAVIS COUNTY ESD# 2) 7. THIS SUBDIVISION IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR THE GULLAHORN SUBDIVISION IN TRAVIS COUNTY, TEXAS. SUBMITTED BY: DAVID B. FUSILIER, LICENSED PROFESSIONAL ENGINEER No. # 87710 NOTE TO CONTRACTOR BY THE ACT OF SUBMITTING A BID FOR THIS PROPOSED CONTRACT, THE BIDDER WARRANTS THAT THE BIDDER, AND ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS HE INTENDS TO USE, HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS, SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS AND HAVE FOUND THEM COMPLETE AND FREE FROM ANY AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED. THE BIDDER FURTHER WARRANTS THAT TO THE BEST OF HIS OR HIS SUBCONTRACTORS' AND MATERIAL SUPPLIERS' KNOWLEDGE, ALL MATERIALS AND PRODUCTS SPECIFIED OR INDICATED HEREIN ARE ACCEPTABLE FOR ALL APPLICABLE CODES AND AUTHORITIES. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAS BEEN BASED UPON RECORD INFORMATION ONLY AND MAY NOT MATCH LOCATIONS AND/OR DEPTHS AS CONSTRUCTED. THE CONTRACTOR SHALL CONTACT THE AUSTIN AREA "ONE CALL" SYSTEM 1-800-245-4545, OR THE OWNER OF EACH INDIVIDUAL UTILITY, FOR ASSISTANCE IN DETERMINING EXISTING UTILITY LOCATIONS AND DEPTHS PRIOR TO BEGINNING ANY CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UTILITY CROSSINGS PRIOR TO BEGINNING ANY CONSTRUCTION. ENVIRONMENTAL INSPECTION HAS THE AUTHORITY TO MODIFY/CHANGE EROSION AND SEDIMENTATION CONTROLS TO KEEP THE PROJECT IN COMPLIANCE, AS PER SECTION 25-8-183 OF THE LAND DEVELOPMENT CODE. I Z E N T R A M O D A R N O C M A 1 4 : 1 1 . \ I 2 2 0 2 / 5 1 / 8 G W D R V C N R O H G P Y R A N M I L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ \ I \ \ I \ : T GAS TEXAS GAS SERVICE (ONE GAS) 13015 MOPAC EXPRESSWAY, SUITE 400 AUSTIN, TX 78746 1.800.700.2443 ONE-CALL UTILITY LOCATING SERVICE CONTRACTOR TO CALL BEFORE DIGGING!!! PHONE: 1.800.245.4545 SURVEYOR PRELIMINARY PLAN FOR GULLAHORN SUBDIVISION PHASE 1A N27°46'50"E 2743.07' NON-SHADED ZONE "X" (N30°23'00"E 2743.19') POND 99.419 ACRES CALLED 99.40 ACRES JACK W. GULLAHORN AND WIFE, PATRICIA H. GULLAHORN VOL. 7653, PG. 686 D.R.T.C.T. R T W 0 50' 100' SCALE: 1" = 100' 200' F 1/2" IP S 62°03'47"E 86.78' AIL G N A M 7/13/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I I I N O S V D B U S N R O H A L L U G A 1 E S A H P S E M O H N R U B K C A L B T N E L C I DATE E N A L G G E R G 0 0 3 5 T E E H S R E V O C April 26, 2021 CALLED 2.00 ACRES JORGE L. GONZALEZ DOC. NO. N/A O.P.R.T.C.T. PHASE 1B BARN BENCHMARK 2 N=10114857.88' E=3155051.45' ELEV.=640.98' 5/8" IRON ROD WITH PLASTIC CAP GREENHOUSE 12.6' X 16.9' BLDG WATER TANK (TYP.) 26' X 74.5' BLDG POOL PUMP POOL TWO STORY ROCK & SIDING PHASE 2 R T W S28°17'05"W 2406.41' (S30°53'15"W 2406.56') R T W CALLED 22.778 ACRES JORGE L. GONZALEZ DOC. NO. 2004060134 O.P.R.T.C.T. 1" IP F N 61°51'37"W 298.69' NE N LA JACKSO SENTELL STREET CIR S W T R CALLED 0.61 ACRES BIRD, JENNIFER JO & JOHN DOC. NO. 2008152665TR O.P.R.T.C.T. E O P G CALLED 1.83 ACRES BIRD, JENNIFER JO DOC. NO. N/A O.P.R.T.C.T. R E G A N GEL KN OT LA NE G STAR UE ORNIN VEN A M BENCHMARK 1 N=10114265.65' E=3154675.01' ELEV.=646.14' 5/8" IRON ROD WITH PLASTIC CAP PHASE 1A E H O W A R D L N G L W T R N E CALLED 3.95 ACRES GULLAHORN, JACK DOC. NO. 2016215025 O.P.R.T.C.T. O P N 62°34'40" (N SENTELL STREET 59°58'30"W 1580.16') W 1580.51' CALLED 3.04 ACRES HAMMETT, BENNIE & GAIL DOC. NO. 2011084641TR O.P.R.T.C.T. W T R E O P D A NCH RO ORN RA GREG G LANE W T R H ULLA G CALLED 5.00 ACRES GONZALEZ, DANIEL & CYNTHIA DOC. NO. 2012161173TR O.P.R.T.C.T. W TR W T R E O P CALLED 5.00 ACRES GONZALEZ, JORGE L. DOC. NO. 2002004524TR O.P.R.T.C.T. PHASE 1B DECK POND 1/2" IR F R T W CALLED 9.70 ACRES REGINA MATER, INC. DOC. NO. 2019205826 O.P.R.T.C.T. 1/2" IRF @ S84°52'22"W 1.47' R T W 0"W 7'5 3' 3') 9.6 9.6 2 4'W 3 6°0 8°4 2 2 3 (S 2 S CALLED 2.24 ACRES REGINA MATER, INC. DOC. NO. 2019205826 O.P.R.T.C.T. 5/8" IR F G R E G CALLED 5.00 ACRES GONZALEZ, JORGE L DOC. NO. N/A O.P.R.T.C.T. W G LN T R 1/2" IR F W TR W T R W T R CALLED 24.36 ACRES HANS LILLEJORD AND MARLETA LILLEJORD DOC. NO. 1999139797 O.P.R.T.C.T. REVIEWED BY: AUSTIN WATER UTILITY PLANNING & DEVELOPMENT REVIEW DEPARTMENT CITY OF AUSTIN DEVELOPMENT PERMIT NUMBER PFLUGERVILLE FIRE DEPARTMENT (TRAVIS CO. ESD# 2) DATE DATE DATE *APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. APPROVAL BY OTHER GOVERNMENT ENTITIES MAY BE REQUIRED PRIOR TO THE START OF CONSTRUCTION. THE APPLICANT IS RESPONSIBLE FOR DETERMINING WHAT ADDITIONAL APPROVALS MY BE NECESSARY. VICINITY MAP REVISION BLOCK NO. REVISION DESCRIPTION REVISE (R), ADD (A), VOID (V), SHEET # TOTAL # SHEETS NET CHANGE IMP. COVER SQ. FT. TOTAL SITE IMP. COVER SQ. FT./ % APPROVED/ DATE H O G A N W A Y H T A Y P R A U T C N A S PHASE 3 R E D S O E R S A E P H O G A N W A Y PHASE 1B S A N C T U A R Y P A T H Y N W A A G O H BUTTERFLY P A S S NE N LA KSO C JA PHASE 1B R G STA E U NIN N E V R A O M S A N C T U A R Y P A T H D A O H R C N A N R R O H A L L U G PHASE 2 G U L L A H O R N R A N C H R O A D PHASE 1A 1 A ANGEL KNOT LANE PHASE 1B 11 19 D A O H R C N A N R R O H ULLA G ROAD RANCH N R O H A L L U G GREGG LANE 1 A CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 1 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 1 . G W D R V C N R O H G P E L F D A C I : COA CASE NUMBER: C8J-2022-0141 2' 1' 25' 21' 2' 1' 8" CRUSHED LIMESTONE BASE (MIN.) 1 1 2 " (MIN.) HMAC 2' LAYDOWN CURB 25' DRIVEWAY TEMPORARY TURNAROUND 17.50' 5.00' SIDEWALK 6.5' 0.50 3.00' 1.50' GUTTER 30.00' 2.00% 100' ROW 37.00' 30.00' 2.00% 1.50' GUTTER 17.50' 5.00' SIDEWALK 6.5' 0.50' 3.00' 3:1 DAYLIGHT GRADE 3 - 1/2" HMAC (TYPE C) 12" FLEXIBLE BASE 12" FLEXIBLE BASE 3 - 1/2" HMAC (TYPE C) 3:1 DAYLIGHT GRADE 100' ROW STREET SECTION I Z E N T R A M O D A R N O C M A 2 4 : 1 1 2 2 0 2 / . / I I \ 5 1 8 G W D S T N N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ I \ \ \ : T 12.00' 5.00' SIDEWALK 6.5' 0.50 3.00' 1.50' GUTTER 24.00' 2.00% 150' ROW 78.00' 24.00' 2.00% 1.50' GUTTER 12.00' 5.00' SIDEWALK 6.5' 0.50' 3.00' 3:1 DAYLIGHT GRADE 3 - 1/2" HMAC (TYPE C) 12" FLEXIBLE BASE 12" FLEXIBLE BASE 3 - 1/2" HMAC (TYPE C) 3:1 DAYLIGHT GRADE 150' ROW STREET SECTION NOTE: ABOVE STREET CROSS-SECTIONS ARE MODIFICATIONS OF CITY OF AUSTIN STANDARD DETAILS. PUBLIC R.O.W. LOT/BLOCK/USAGE TABLE NOTES 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A S E T O N L A R E N E G I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 S E M O H N R U B K C A L B T N E L C I DATE April 26, 2021 CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 2 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 2 . G W D S T N N R O H G P E L F D A C I : COA CASE NUMBER: C8J-2022-0141 " T A I L O N W O O D P O S L " M A G N N F B E 1 S A H P E S H O U N E E G R L O U M P P O P P O O L Y T O R T W O S K & C O S I D I N G R 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L B 1 3 4 8 4 5 . 8 2 4 1 6 8 C O K N A P .) R T Y E ( T T W A 4 . 5 ' G D 6 ' X 7 L B 2 R C 0 A S E E L Z C A L L Z A E D 2 . 0 J O R G E L . G O N D O C . N O . N / A O . P . R . T . C . T . R A L C Z S E Z 3 E 1 4 8 A 7 2 . 7 A C 0 6 0 L L E D 2 J O R G E L . G O N D O C . N O . 2 O . P . R . T . C . T . 0 0 4 N61°51'37"W 298.69' 0 1 0 0 0 . 0 S I R CIRS 8 4 9 6 . 1 3 9 9 9 0 C 9 P 1 9 4 6 0 . 9 B E N N = E C 1 = E P A R 6 7 6 K 1 5 ' 5 . 6 1 ' 5 . 0 4 ' 6 . 1 4 H M A 2 4 1 1 0 6 4 5 1 " I R O N R O D 3 V . = T I C C E L P 5 / 8 W I T H H P A S L S A A E 1 D P O N 4 9 0 6 2 3 3 2 1 0 0 6 2 . 3 1/2" IRF " F I R 1 / 2 9 9 9 0 . 9 K C E D B E 1 S A H P 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC C . 2 8 6 S E C 0 A T E R R , I N D 9 . 7 5 E A M A 0 2 L 9 L O . P . R . T . C . T . E G I N D O C . N O . 2 0 1 C A R 4 9 0 6 3 3 9 2 2 1 0 1 8 . 9 1 / 2 " F I R 1 / 2 8 S " I R 5 ° 4 9 9 9 0 . 9 " W F @ 2 2 ' 2 7 ' 1 . 4 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T I I I N O S V D A C B 4 A 1 D 2 . 2 U E T E E A M A S L L 1 S 0 E G I N D O C . N O . 2 N A R H O P H A L L U G C A R S E R R , I N 5 0 2 9 C . 2 8 S A X 6 E T , I N T S U A ' W " 0 5 7 0 ° 6 2 S ' 3 6 . 9 2 3 ) ' 3 6 . 9 2 3 ' W 4 4 ° 8 2 S ( 4 0 6 2 0 8 2 0 8 . 4 F I R 5 / 8 0 . 9 9 9 " 9 4 5 9 3 5/8" IRF S E M O H N R U B K C A L B E N A L G G E R G 0 0 3 5 S N O T D N O C G N T S X E I I S E R E Z C 0 A Z , J O R G E L D 5 . 0 D O C . N O . N / A E L A O . P . R . T . C . T . T N E L C DATE I C L L A G O N April 26, 2021 I Z E N T R A M O D A R N O C M A 3 4 : 1 1 2 2 0 2 5 1 / / . I I \ 8 G W D T X E N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ I \ \ \ : T 4 2 1 4 3 6 4 6 3 5 . 0 C M P 1 E S G N D I V I D S G N D I V I D 9 4 5 4 8 . 4 9 4 0 9 8 . 3 2 2 4 6 3 6 4 9 4 1 9 2 2 6 3 1 9 9 3 9 9 9 9 0 . 9 9 0 . 9 S . 8 " F L B S . E G I N E G I N Y B Y B D H I G H W A D H I G H W A E EOP GREGG LN S E R R J O D 1 . 8 D O C . N O . N / A E N E D , J O . P . R . T . C . T . 3 A N I F C E K 0 R E S A 5 2 6 4 4 2 4 1 4 2 4 4 . 5 C M P 1 C L L A B I R EOP L E " F 8 L E C C 5 A D 3 . 9 N , J H O R 6 1 A 0 O . P . R . T . C . T . D O C . N O . 2 L A G U 1 2 5 L L C 4 7 3 3 0 0 9 6 8 0 0 1 8 . 6 4 M B 5 9 9 0 . 9 9 0 3 3 N62°34'40"W 1580.51' (N59°58'30"W 1580.16') 1 2 6 4 1 5 6 . 5 4 M B 5 0 . 9 5 9 0 3 9 7 3 0 9 8 3 9 EOP S E R E C R 4 A N 1 N I E & G A I L D 3 . 0 L T , B L A O . P . R . T . C . T . C A M M E D O C . N O . 2 E T T 0 0 1 1 6 4 4 8 H ABBREVIATIONS LEGEND NORTH ARROW & SCALE KEYMAP N R S E L T R C 1 A R J O & J O H D 0 . 6 N I F L A N O . P . R . T . C . T . D O C . N O . 2 D , J E E E 0 0 8 5 2 5 6 6 1 C B I R E H O W E H O W A R D L N G R E G G L N D N R O R E M A C A 0 30' 60' SCALE: 1" = 60' 120' R D L N GREGG LANE EOP 8 4 6 T I N 9 3 5 1 4 0 0 4 . 1 S U 9 9 9 2 6 0 A 0 . 9 S E R R T 4 C 0 A Z , J O R G E L . D 5 . 0 L E L L A A O . P . R . T . C . T . D O C . N O . 2 G O N E Z 0 0 2 0 0 4 5 2 C 6 4 1 1 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 7 7 4 7 0 0 4 . 5 F I R 1 / 2 3 9 3 9 9 9 " 4 7 6 0 . 9 C 1 / 2 F I R 8 7 S 2 L P " " R H I A R T T N 3 S Y 7 E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . D O C . N O . 2 A A E L L L 1 2 Z C G O N I GREGG LN I CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ 3 Sheet Of 13 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 3 . G W D T X E N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141  R R A A T T S S G G N N N N R R O O M M I I R A T S G N N R O M I E U N E V A B E 1 A H P S 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 E N A L N O S K C A J SENTELL STREET 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 8 7 6 5 4 3 2 1 D D A A O O R R H H C C N N A A R R N N R R O O H H A A L L L L U U G G D D A A O O R R H H C C N N A A R R N N R R O O H H A A L L L L U U G G B E 1 S A H P K N O T L A N E K N O T L A N E ANGEL ANGEL ANGEL KNOT LANE 1 2 3 4 5 6 7 8 H P 19 9 10 11 12 14 15 16 17 18 20 19 1A A E 1 13 S A S E N T E L L S T R E E T 10 9 8 7 6 D A O R H C N A R N R O H A L L U G 10 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 5 4 3 2 1 2 1 1A 11 GREGG LANE I Z E N T R A M O D A R N O C M A 3 4 : 1 1 2 2 0 2 5 1 / / I \ . I 8 G W D 3 _ E T S N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ \ I I \ \ \ : T NOTES: 1. 2. ALL CURB RETURNS ARE MIN. 15' RADIUS MEASURED AT FACE OF CURB, UNLESS OTHERWISE NOTED ON DRAWING. ACCESS FOR CERTAIN SINGLE-FAMILY LOTS (BLOCK D, LOTS 1-32 AND BLOCK E, LOTS 2-5) WILL BE PROVIDED BY ALLEYS/JOINT USE ACCESS EASEMENTS. MAINTENANCE FOR THE ALLEYS/JOINT USE ACCESS EASEMENTS WILL BE PROVIDED BY THE HOMEOWNER'S ASSOCIATION. LINE & CURVE TABLES: ABBREVIATIONS LEGEND NORTH ARROW & SCALE KEYMAP 0 50' 100' SCALE: 1" = 100' 200' E H O W A R D L N G R E G G L N D N R O R E M A C 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I N A L P E T S L L A R E V O I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 S E M O H N R U B K C A L B T N E L C I DATE April 26, 2021 CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ 4 Sheet Of 13 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 4 G W D . 3 _ E T S N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 B E 1 TEMPORARY TURNAROUND A H P S 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 E N A L N O S K C A J SENTELL STREET 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 8 7 6 5 4 3 2 1 E S H O U N E E G R L O U M P P O P L O O P Y T O R T W O S K & R O C S I D I N G 3 4 8 4 5 . 8 2 4 1 6 8 C O K N A P .) R T Y E ( T T W A 4 . 5 ' D G 6 ' X 7 L B 2 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L 1 B TEMPORARY TURNAROUND 2 3 4 5 6 7 8 9 8 4 3 0 C 9 P 1 9 6 . 1 9 9 9 4 6 0 . 9 ANGEL KNOT LANE B B 1 REFERENCE SHEET 2 FOR DETAILED ROAD CROSS-SECTION R A T S G N N R O M I E U N E V A A 16 S . B E N N = E C 1 = E 10 P A 6 7 6 R 9 K 1 5 ' 5 . 6 1 ' 5 . 0 4 ' 6 . 1 4 H M A 2 4 1 1 0 6 4 5 1 " I R O N R O D 3 V . = T I C C E L P 5 / 8 W I T H H P S A L A 18 17 8 " F L B S . E G I N E G I N Y B Y B D H I G H W A D H I G H W A E 6 4 2 1 3 4 6 3 5 . 0 4 C M P 1 E 6 4 S G N D I V I D S G N D I V I D 9 5 4 8 . 4 9 4 0 9 8 . 3 2 2 4 4 3 6 WTR EOP 19 L E " F 8 A E 1 13 S 11 12 14 15 16 17 19 18 20 S E N T E L L S T R E E T 1A 8 1 2 6 4 9 1 5 6 . 5 M B 5 0 . 9 4 5 9 0 3 9 7 3 0 9 8 3 9 EOP D P O N 4 9 0 6 2 3 2 3 1 0 0 6 1/2" IRF 2 . 3 " F I R 1 / 2 9 9 9 0 . 9 K C E D B E 1 S A H P R T W R T W R T W R T W R T W 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A C . 2 8 6 S E C E R 0 A R , I N D 9 . 7 T E 0 A M A 2 L 9 L O . P . R . T . C . T . E G I N D O C . N O . 2 1 5 0 C A R R T W 3 9 9 9 0 . 9 4 9 0 6 3 9 2 2 1 0 1 8 . 9 1 / 2 " F I R 1 / 2 8 S " I R 5 ° 4 " W F @ 2 2 ' 2 7 ' 1 . 4 I I I N O S V D B U S N R O H A L L U G A 1 E S A H P ' W " 0 5 7 0 ° 6 2 S ' 3 6 . 9 2 3 C . 2 8 6 S E C 4 A T E R R , I N D 2 . 2 5 E 0 A M A 2 L 9 L O . P . R . T . C . T . E G I N D O C . N O . 2 1 0 C A R ) ' 3 6 . 9 2 3 ' W 4 4 ° 8 2 S ( 4 0 6 0 0 8 2 2 8 . 4 F I R 5 / 8 0 . 9 9 9 " 9 4 5 9 3 D A O R H C N A R N R O H A L L U G 10 9 8 7 6 5 4 3 2 1 A 15 14 13 12 11 10 7 6 5 4 3 2 1 2 1 1A R T W WTR WTR WTR WTR WTR WTR WTR N61°51'37"W 298.69' 0 1 0 0 0 . 0 S I R WTR CIRS R T W NOTES: N R S E L T E R C 1 A R J O & J O H D 0 . 6 N I F L A O . P . R . T . C . T . N D O C . N O . 2 D , J E E 1 2 0 0 5 8 6 6 5 C B I R ALL CURB RETURNS ARE MIN. 15' RADIUS MEASURED AT FACE OF CURB, UNLESS OTHERWISE NOTED ON DRAWING. 1. 2. ACCESS FOR CERTAIN SINGLE-FAMILY LOTS (BLOCK D, LOTS 1-32 AND BLOCK E, LOTS 2-5) WILL BE PROVIDED BY ALLEYS/JOINT USE ACCESS EASEMENTS. MAINTENANCE FOR THE ALLEYS/JOINT USE ACCESS EASEMENTS WILL BE PROVIDED BY THE HOMEOWNER'S ASSOCIATION. 3. SIDEWALK SHOWN ALONG GREGG LANE WILL NOT BE CONSTRUCTED AT THIS TIME. DEFERRAL FROM THE CITY OF AUSTIN IS REQUESTED. WTR 4 9 1 9 2 2 6 3 1 9 9 3 9 9 9 9 0 . 9 9 0 . 9 11 EOP GREGG LN S E R R J O D 1 . 8 D O C . N O . N / A E N E D , J O . P . R . T . C . T . 3 A N I F C E K 0 R C S E A 2 5 L 1 2 4 6 4 4 4 2 4 4 . 5 C M P 1 C L A B I R L E C 5 A D 3 . 9 N , J H O R 6 1 A 0 O . P . R . T . C . T . D O C . N O . 2 L A G U L L 1 5 2 C 4 7 3 3 0 0 9 6 0 8 0 1 8 . 6 4 M B 5 9 9 0 . 9 9 0 3 3 N62°34'40"W 1580.51' (N59°58'30"W 1580.16') S E R E R C 4 A N N I E & G A I L D 3 . 0 L T , B L A O . P . R . T . C . T . C A M M E D O C . N O . 2 E T T 0 8 4 6 4 1 0 1 1 H LINE & CURVE TABLES: ABBREVIATIONS LEGEND NORTH ARROW & SCALE KEYMAP WTR WTR WTR GREGG LANE WTR EOP WTR 5/8" IRF WTR 6 1 1 4 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 WTR R T W 7 4 7 7 0 0 4 . 5 F I R 1 / 2 3 9 3 9 9 9 " 4 7 6 0 . 9 R T W C 1 / 2 F I R 8 7 S 2 L P " " R H I A R S Y 7 T T N 3 E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . D O C . N O . 2 A A E 2 1 L L L Z C G O N 8 4 4 0 0 4 . 1 S U 9 9 9 2 6 0 A 0 . 9 6 T I N 9 3 5 1 S E R R T 4 C 0 A Z , J O R G E L . D 5 . 0 L E L L A A O . P . R . T . C . T . D O C . N O . 2 G O N E Z 4 5 2 0 2 0 0 0 C GREGG LN S E M O H N R U B K C A L B T N E I L C DATE E N A L G G E R G 0 0 3 5 N A L P E T S I April 26, 2021 S E R E Z C 0 A Z , J O R G E L D 5 . 0 D O C . N O . N / A E L A O . P . R . T . C . T . C L L A G O N 0 30' 60' SCALE: 1" = 60' 120' E H O W A R D L N G R E G G L N D N R O R E M A C CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 5 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 5 . G W D E T S N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 " T A I L O N W O O D P O S L " M A G N N F S E Z E L R A C 0 A C L L Z A E D 2 . 0 J O R G E L . G O N D O C . N O . N / A O . P . R . T . C . T . E E R A L C Z S 1 Z 3 4 8 A 7 2 . 7 A C 0 6 0 L L E D 2 J O R G E L . G O N D O C . N O . 2 O . P . R . T . C . T . 4 0 0 I \ . Z E N T R A M O D A R N O C M A 4 4 : 1 1 2 2 0 2 / 5 1 / 8 G W D E T S N R O H G P Y R A N M I L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ I I \ \ \ : T 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 E N A L N O S K C A J SENTELL STREET 8 7 6 5 4 3 2 1 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 ANGEL KNOT LANE 1 2 3 4 5 6 7 8 H P R A T S G N N R O M I E U N E V A 9 10 11 12 14 15 16 17 18 20 19 1A A E 1 13 S A S E N T E L L S T R E E T 8 7 5 6 10 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 9 4 3 2 1 2 1 1A 11 19 GREGG LANE D A O R H C N A R N R O H A L L U G SLOPES TABLE KEYMAP NORTH ARROW & SCALE Slopes Table Number Minimum Slope Maximum Slope Color ACRES 1 2 3 4 0.00% 15.00% 25.00% 35.00% 15.00% 25.00% 35.00% 100.00% 15.26 0.75 0.03 0.03 E H O W A R D L N G R E G G L N D N R O R E M A C 0 30' 60' SCALE: 1" = 60' 120' CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 6 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 6 . G W D M D S N R O H G P E L F D A C I : COA CASE NUMBER: C8J-2022-0141 I Z E N T R A M O D A R N O C M A 4 4 : 1 1 2 2 0 2 / I I \ / . 5 1 8 G W D M D S N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P I \ \ I \ \ \ : T 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L I 5 0 8 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I I I N O S V D B U S N R O H A L L U G A 1 E S A H P S E M O H N R U B K C A L B T N E L C I DATE E N A L G G E R G 0 0 3 5 P A M E P O L S April 26, 2021 LOC LOC LOC LOC ANGEL KNOT LANE SF SF E S U O H N E E R G 3 4 8 4 5 . 8 2 4 1 6 8 C O K N A P .) R T E Y ( T T W A 4 . 5 ' G D 6 ' X 7 L B 2 Y G R O T T W O S K & C O R S I D I N 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L B 1 2 3 4 5 6 7 8 9 S F S F S F 8 4 0 C 9 3 P 1 9 6 . 1 9 9 9 4 6 0 . 9 1 C O L SF S F A SF E 1 13 LOC LOC 1A SF SF S F S F 20 S F 19 18 S F S F S E N T E L L S T R E E T SF SF SF R A T S G N N R O M I STAGING & TEMPORARY SPOILS AREA E U N E V A B E N N = E C 1 = E K 1 5 ' 5 . 6 1 ' 5 . 0 6 . 1 4 N R A L SF 4 ' O S O H P R 9 6 7 6 0 3 2 5 1 S F H M A 4 1 1 6 4 V . = E L " I R 5 / 8 W I T P A D T I C C H P S A SF 10 11 12 14 15 16 17 S F S F S F L O C S F S F SF LOC S F 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 E N A L N O S K C A J SENTELL STREET 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 L O C F S LOC SF SF 8 7 6 5 4 3 2 1 F S L O C F S L O C F S F S F S F S N R H T O 5 E C 1 A R J 8 0 S E R O & J D 0 . 6 6 2 5 N I F O . P . R . T . C . T . N E O . 2 C . N E L 1 0 6 C B I R L A D , J O D " T S O D P O N W O A I L O G N L " M A N F S E Z E R C 0 A L A D 2 . 0 Z N O O . N / A E L . G O . P . R . T . C . T . C . N O D E G L R L A O C J S 1 Z 3 4 E L E R A C Z 8 A N O 0 7 0 6 0 2 . 7 D 2 E L . G O . P . R . T . C . T . O . 2 G C . N 0 4 C A J E R O L L O D I Z E N T R A M O D A R N O C M A 4 4 : 1 1 2 2 0 2 / / . I I \ 5 1 8 G W D C S E N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ \ I \ \ : T N61°51'37"W 298.69' TREE LEGEND L O C F S 0 1 0 0 0 . 0 S I R WTR CIRS R T W SF WTR SF LOC SF WTR SF LOC SF WTR 10 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 S . S . G I N G I N E 4 1 2 4 3 4 6 6 3 5 . 0 C M P 1 0 E 9 N D I V I D N D I V I D 8 . 3 G 3 4 6 L B Y B H W A H W A E Y B SF " F 8 D H I G D H I G E WTR SF LOC LOC WTR 3 9 9 9 9 9 0 . 9 0 . 9 2 2 6 3 1 9 9 2 2 6 4 9 5 4 8 . 4 9 4 G S 4 9 4 1 9 S 11 GREGG LN E R C 3 A R J D 1 . 8 E N I F O . N / A E N E D , J O . P . R . T . C . T . C . N O D O C R A K S E S 6 4 1 0 2 1 2 4 5 4 4 2 4 4 . 5 C M P 1 19 L E 8 " F C L L A B I R 4 7 3 3 0 0 9 6 1 8 0 0 8 . 6 4 M B 5 9 9 0 . 9 9 0 3 3 E C 5 A D 3 . 9 N , J R O 6 H 1 A 0 O . P . R . T . C . T . L O . 2 C . N 5 2 L C L L U O A G D 10 8 1 2 6 4 9 1 5 6 . 5 M B 5 0 . 9 4 5 9 0 3 9 7 3 0 9 8 3 9 SF WTR SF LOC WTR LOC WTR (N59°58'30"W 1580.16') A I L R T 1 S E R C 4 6 E 4 A N N I E & G D 3 . 0 T , B O . P . R . T . C . T . O . 2 1 1 0 0 8 4 E L L A C T A M M E C . N O D H LEGEND NOTES KEYMAP E H O W A R D L N G R E G G L N D N R O R E M A C C O L D N O P 4 9 0 6 2 2 3 1 0 0 6 2 . 3 1/2" IRF " F I R 1 / 2 3 9 9 9 0 . 9 L O C K C E D S F L O C S F S F LOC R T W R T W C O L R T W C O L R T W C O L C . 2 8 6 S E C E R 0 A R , I N D 9 . 7 T 0 E A M A 2 L 9 O . P . R . T . C . T . G I N O . 2 C . N O 1 5 0 C A R L E D R T W 9 9 0 . 9 1 1 9 2 2 0 8 . 9 1 / 2 F I R 1 / 2 " S 8 " I R 5 ° 4 4 9 0 6 3 3 9 C O L " W F @ 2 2 ' 2 7 ' 1 . 4 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L I 5 0 8 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A 7 6 5 4 3 2 1 2 1 1A R T W S F S F S F S F D A O R H C N A R N R O H A L L U G S C . 2 8 E C 4 A T E R R , I N D 2 . 2 0 A M A 2 9 O . P . R . T . C . T . O . 2 1 5 0 E L G I N C . N O C A R L E D ) ' 3 6 . 9 2 3 ' W 4 4 ° 8 2 S ( I I I N 6 O S V D B U S N R O H A L L U G A 1 E S A H P 4 0 6 2 0 0 8 2 8 . 4 F I R 5 / 8 " 0 . 9 9 9 9 4 5 9 3 WTR LOC WTR GREGG LANE WTR LOC WTR WTR WTR LOC WTR NORTH ARROW & SCALE 5/8" IRF WTR GREGG LN 6 4 1 1 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 R T W 7 7 7 4 0 0 4 . 5 F I R 1 / 2 9 3 3 9 9 9 " 4 7 6 0 . 9 8 7 S 2 L P " " R H I A R T T N 3 C 1 / 2 F I R S Y 7 E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . O . 2 E C . N 1 2 L R T W L L A A O C Z D N O G 8 4 0 0 4 . 1 U 9 9 S 9 4 2 6 0 A 0 . 9 6 T I N 9 3 5 1 R C S E L . 4 2 T R E G 4 5 R O 2 0 A Z , J 0 0 D 5 . 0 E L E L O . P . R . T . C . T . A Z O . 2 N C . N 0 0 L O O A C G D S E L E R C 0 A G D 5 . 0 R O Z , J O . N / A E L A O . P . R . T . C . T . C . N O D E Z L N L O C A G E N A L G G E R G 0 0 3 5 L A T N E M N O R V N E I I N A L P N O T C E T O R P S E M O H N R U B K C A L B T N E L C I DATE 0 30' 60' SCALE: 1" = 60' 120' April 26, 2021 CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 7 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 7 . G W D C S E N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 E N A L N O S K C A J SENTELL STREET 8 7 6 5 4 3 2 1 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 R A T S G N N R O M I E U N E V A A E 1 13 S A 9 10 11 12 14 15 16 17 18 19 20 1A S E N T E L L S T R E E T ANGEL KNOT LANE 1 2 3 4 5 6 7 8 H P 19 11 GREGG LANE D A O R H C N A R N R O H A L L U G 10 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 2 1 1A I Z E N T R A M O D A R N O C M A 5 4 : 1 1 2 2 0 2 5 1 / / . I \ I 8 G W D D R G N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ I \ \ \ : T LINE & CURVE TABLES: ABBREVIATIONS LEGEND NORTH ARROW & SCALE KEYMAP 0 30' 60' SCALE: 1" = 60' 120' E H O W A R D L N G R E G G L N D N R O R E M A C CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 8 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 8 . G W D D R G N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L I 5 0 8 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I I I N O S V D B U S N R O H A L L U G A 1 E S A H P S E M O H N R U B K C A L B T N E L C I DATE E N A L G G E R G 0 0 3 5 N A L P G N D A R G I April 26, 2021 D E X " D A E " H N O N N - S O Z ) ' 9 1 . 3 4 7 2 ' E " 0 0 3 2 ° 0 3 N ( ' . 7 0 3 4 7 2 ' E " 0 5 6 4 ° 7 2 N E 2 S A H P 0 L 0 0 0 0 E P A C 1 8 0 7 1 8 0 0 0 0 0 0 8 0 0 . 0 9 0 0 . 0 A S S 0 C T O I N T E P O I N L 3 3 9 9 9 9 9 9 0 . 9 0 . 9 ' 1 4 . 6 0 4 2 ' W " 5 0 7 1 ° 8 2 S ) ' 6 5 . 6 0 4 2 ' W " 5 1 3 5 ° 0 3 S ( 2 5 5 1 8 B 3 0 . 6 L O 0 . 9 2 9 0 9 1 9 8 3 9 1 2 5 1 8 B 5 4 0 . 5 L O 0 . 9 8 9 3 9 0 9 8 3 9 1 1 1 2 5 1 8 5 2 0 . 6 B O L 0 . 9 8 9 1 9 9 8 3 9 1 8 4 B O L 8 3 9 9 2 5 1 0 . 7 9 9 1 1 8 5 0 . 9 C T D 9 7 D R 7 C R S E R N D A J O E 3 6 A 4 . 3 J O E L A L I L 9 O . P . R . T . C . T . O . 1 T L 9 9 1 9 D 2 E S L I L E L R C . N O C H A L L N A M A D " T S O D P O N W O A I L O G N S62°03'47"E 86.78' 0 4 8 0 6 7 5 4 5 1 4 . 7 4 F I P 1 " 3 9 9 9 0 . 9 3 9 9 9 0 . 9 4 8 0 6 7 6 6 1 6 7 2 . 8 L " M A 4 N F L I A N G A M B E 1 S A H P 9 9 6 9 9 7 9 4 C 0 . 9 P 0 . 9 8 8 3 9 9 4 1 2 1 2 6 8 2 1 . 7 O 4 4 C 5 8 1 2 6 8 4 6 . 3 O 4 C 8 4 1 2 6 8 5 6 . 1 O 4 4 C E S U O H N E E R G P O O L U M P P P O O L Y T C R O T W O S K & O S I D I N G R B E N N = E C 1 = E K 2 8 ' 7 . 8 5 ' 1 . 4 0 . 9 4 N R A L 8 ' O S R 5 5 6 0 3 H M A 8 4 1 1 0 5 5 1 V . = E L " I R 5 / 8 W I T O H P P A D T I C C N R A B 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L B 1 3 4 8 4 5 . 8 8 C O 2 4 1 6 K N A P .) R T Y E ( T T W A 4 . 5 ' G 6 ' X 7 L B D 2 T C C T TC 8 4 0 9 C 3 9 6 . 1 9 9 9 P 1 9 4 6 0 . 9 B E N N = E C 1 = E K 1 5 ' 5 . 6 1 ' 5 . 0 6 . 1 4 N R A L 4 ' O S R 6 7 6 H M A 2 4 1 1 0 6 4 5 1 3 V . = E L " I R 5 / 8 W I T O H P P A D T I C C H P S A A E 1 E S E Z L R C 0 A A D 2 . 0 Z N O O . N / A E L . G O . P . R . T . C . T . C . N O D E G L R C L A J O E E L R A C Z S 1 Z 3 4 7 8 A N O 0 L 6 0 E 2 . 7 D 2 E L . G O . P . R . T . C . T . D O C . N O . 2 G R 0 4 0 C A L J O I Z E N T R A M O D A R N O C M A 6 4 : 1 1 2 2 0 2 / / . I I \ 5 1 8 G W D M A D N R O H G P Y R A N M L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P I \ \ \ I \ \ : T K C E D D N O P C T 4 9 0 6 2 2 3 1 0 0 6 2 . 3 1/2" IRF " F I R 1 / 2 3 9 9 9 0 . 9 EXISTING POND TO BE UTILIZED FOR DETENTION B E 1 C T S A H P C . 2 8 6 S E C E R 0 A R , I N D 9 . 7 5 T 0 A M A 2 9 O . P . R . T . C . T . O . 2 1 0 E L G I N C . N O C A R L E D 4 9 0 6 3 9 2 2 1 0 1 8 . 9 1 / 2 " F I R 1 / 2 8 S " I R 5 ° 4 3 9 9 9 0 . 9 F @ " W 2 2 ' 2 7 ' 1 . 4 ' W " 0 5 7 0 ° 6 2 S ' 3 6 . 9 2 3 ) ' 3 6 . 9 2 3 ' W 4 4 ° 8 2 S ( C . 2 8 6 S E C E R 4 A R , I N D 2 . 2 5 T 0 A M A 2 9 O . P . R . T . C . T . O . 2 0 1 E L G I N C . N O C A R L E D 4 0 6 0 0 2 8 2 8 . 4 F I R 5 / 8 " 0 . 9 9 9 9 4 5 9 3 5/8" IRF S E L E R C 0 A G D 5 . 0 R O Z , J O . N / A E L A O . P . R . T . C . T . C . N O L O C A G E Z L N D 4 9 0 6 0 0 4 1 2 0 . 6 7 1" IPF 6 F I P 1 " 3 9 9 9 0 . 9 N61°51'37"W 298.69' 1 0 0 0 0 . 0 S I R CIRS N R H T S E R 5 6 6 E C R J O & J O 1 A D 0 . 6 N I F O . P . R . T . C . T . O . 2 5 0 8 2 1 0 E L N E C . N C L A D , J O D B I R C T S . S . G I N G I N E L B E Y B Y B H W A H W A " F 8 D H I G D H I G E 3 6 4 6 4 4 2 1 3 5 . 0 C M P 1 0 E N D I V I D N D I V I D 9 8 . 3 G 6 4 3 2 2 6 3 1 9 1 9 9 2 2 6 4 9 5 4 8 . 4 9 4 G S 4 9 4 S 3 9 9 9 9 9 0 . 9 0 . 9 EOP GREGG LN S E R R J O D 1 . 8 D O C . N O . N / A E N E D , J O . P . R . T . C . T . L L A B I R 3 A N I F K 0 C R C A S E E 5 2 6 4 1 2 4 5 4 4 2 4 4 . 5 C M P 1 C EOP L E 8 " F 4 7 3 3 9 6 8 0 0 1 8 . 6 4 M B 5 9 9 0 . 9 0 0 9 0 3 3 L L E C 5 A N , J R 6 1 0 D 3 . 9 O H A O . P . R . T . C . T . D O C . N O . 2 U 2 1 L L A G C 1 2 6 4 1 5 6 . 5 4 M B 5 0 . 9 0 3 0 9 5 9 7 9 3 8 3 9 A I L R T 1 S E R C 4 4 6 E 4 A N 1 N I E & G D 3 . 0 T , B O . P . R . T . C . T . O . 2 1 0 0 8 E L L A C T A M M E C . N O D H N62°34'40"W 1580.51' (N59°58'30"W 1580.16') EOP GREGG LANE GREGG LN 1/2" IRF 4 0 6 1 0 7 4 3 4 . 3 F I R 1 / 2 0 . 9 9 9 " 9 7 6 9 3 4 9 0 7 6 0 0 9 7 2 3 6 . 7 F I R 1 / 2 " 3 9 9 9 0 . 9 4 9 0 6 7 4 6 8 0 3 9 4 . 7 F I R 1 / 2 " 3 9 9 9 0 . 9 EOP S E L . 4 2 5 R T E R C R O 2 G 4 0 A Z , J 0 D 5 . 0 E L E L O . P . R . T . C . T . A Z O . 2 N C . N 0 0 0 L O O A C G D 6 4 1 1 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 7 7 7 4 0 0 4 . 5 F I R 1 / 2 3 9 3 9 9 9 " 4 7 6 0 . 9 8 4 4 0 0 4 . 1 U 9 9 S 9 2 6 0 A 0 . 9 6 T I N 9 3 5 1 8 7 S 2 H I A T R L T P N 3 " " R C 1 / 2 F I R S Y 7 E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . O . 2 E C . N L 2 1 L L A A O C Z D N O G NOTE: ALL CALCULATIONS UTILIZE ATLAS 14 PRECIPITATION DATA 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L I 5 0 8 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 D E P O L E V E D E R P - P A M A E R A E G A N A R D I S E M O H N R U B K C A L B T N E L C I DATE LEGEND AND NOTES XX XX XX.XX AC EX DEV WQ NORTH ARROW 0 50' 100' SCALE: 1" = 100' 200' April 26, 2021 CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 9 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 9 . G W D M A D N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 D " E X D A E " H N O N N - S O Z ) ' 9 1 . 3 4 7 2 ' E " 0 0 3 2 ° 0 3 N ( ' 7 0 . 3 4 7 2 ' E " 0 5 6 4 ° 7 2 N E 2 S A H P 0 L 0 0 0 0 E P A C 1 8 0 7 0 0 0 0 0 0 8 0 0 . 0 0 9 0 . 0 A S S 0 C T O I N T E P O I N L 1 8 3 3 9 9 9 9 9 9 0 . 9 0 . 9 ' 1 4 . 6 0 4 2 ' W " 5 0 7 1 ° 8 2 S ) ' 6 5 . 6 0 4 2 ' W " 5 1 3 5 ° 0 3 S ( 2 5 1 8 B 5 3 0 . 6 L O 0 . 9 1 9 8 3 9 9 9 1 2 5 1 8 B 5 4 0 . 5 L O 0 . 9 8 9 3 9 0 9 8 2 3 0 9 1 1 1 2 5 1 8 B 5 2 0 . 6 L O 0 . 9 8 9 1 9 9 8 3 9 1 4 B 9 8 O 8 3 2 5 1 0 . 7 9 9 1 8 5 0 . 9 L 9 1 D 9 7 D R 7 C R S E R N D A J O E 3 9 6 A 4 . 3 J O E L A L I L 9 O . P . R . T . C . T . O . 1 L 9 T 1 9 D 2 E S L I L E L R C . N O C A H L L N A M A D " T S O D P O N W O A I L O G N S62°03'47"E 86.78' 4 8 0 6 7 3 9 9 9 0 . 9 6 I 6 1 6 7 2 . 8 L " M A 4 N F L A N G A M B E 1 P 9 9 A C 1 A 0 . 6 0 4 A C 2 A A 0 . 5 H % 0 6 . 0 - % 0 6 . 0 - 8 2 A 1 A 0 . 5 C 13 % 0 6 . 0 - 7 6 1 A 6 C 1 A 0 . 6 . E % N 0 A 6 L 0 - N O S K C A J % 0 6 . 0 - 4 9 A C 1 A 0 . 6 7 7 A C 1 A 0 . 9 8 7 6 5 4 3 2 1 S 16 15 14 12 11 10 9 8 5 4 3 2 1 -0.79% SENTELL STREET -0.79% 5 9 A 1 A 0 . 4 C 7 1 9 A C 1 A 0 . 5 0 9 A C 1 A 0 . 4 % 3 3 . 1 - % 3 8 . 0 - 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 S E Z E R C 0 A L A D 2 . 0 Z N O O . N / A E L . G O . P . R . T . C . T . C . N O E G D L L R C A J O C T S 1 Z 3 4 E L E R A C Z 8 A N O 0 7 0 6 0 2 . 7 D 2 E L . G O . P . R . T . C . T . O . 2 G C . N 0 4 C E R O L A L J O D C T C T C T C T R O T T W O S K & C O R S I D I N Y G D N O P 4 9 0 6 2 2 3 1 0 0 6 2 . 3 1/2" IRF " F I R 1 / 2 3 9 9 9 0 . 9 K C E D B E 1 EXISTING POND TO BE UTILIZED FOR DETENTION S A H P B E N N = E C 1 = E K 2 8 ' 7 . 8 5 ' 1 . 4 0 . 9 4 N R A L 8 ' O S R 5 5 6 0 3 H M A 8 4 1 1 0 5 5 1 V . = E L " I R 5 / 8 W I T O H P P A D T I C C N R A B 9 9 6 4 C 0 . 9 P 0 . 9 9 8 8 3 9 9 9 8 7 4 9 4 1 2 1 2 6 2 1 . 7 O C 5 8 1 2 6 8 4 6 . 3 O 4 4 C 8 4 1 2 6 8 5 6 . 1 O 4 4 C E S U O H N E E R G L O U M P P O P L O O P 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L B 1 8 4 5 . 8 2 4 1 6 3 4 8 C O K N A P .) R T Y E ( T T W A 4 . 5 ' G D 6 ' X 7 L B 2 ANGEL KNOT LANE 1 2 3 4 5 6 7 C A 0 . 8 R A T S G N N % R 2 8 O 7 C 4 A M 0 - I . 6 5 A C E U N E V % A 5 7 . 0 - 8 4 A 9 A C 1 A 0 . 1 A 0 . 5 % 2 8 . 0 - 1 A 0 . 6 3 8 A C 1 A 0 . 8 C 7 A 2 A % 0 . 1 7 7 . 0 - 8 4 0 C 9 3 9 6 . 1 9 9 9 4 6 0 . 9 8 P 1 9 B E N N = E C 1 = E K 1 5 ' 5 . 6 1 ' 5 . 0 6 . 1 4 N R A L 4 ' O S 0 3 R H M A 9 6 2 4 1 1 7 6 4 5 1 6 V . = E L " I R 5 / 8 W I T O H P P A P A D T I C C H TC S S . S . G I N G I N E L B E Y B Y B H W A H W A " F 8 D H I G D H I G E 3 6 4 6 4 4 2 1 3 5 . 0 C M P 1 0 E 9 N D I V I D N D I V I D 8 . 3 G 4 3 6 2 2 6 3 1 9 1 9 9 4 9 5 4 8 . 4 9 4 G S 2 2 6 4 9 4 S 3 9 9 9 9 0 . 9 9 0 . 9 1A A E 1 13 10 11 12 14 15 16 17 19 18 20 4 A 0 . 2 TC C 2 A -7.23% S E N T E L L S T R E E T TC -6.66% 1 4 A C A 0 . 2 -5.35% A 1 . 0 13 5 2 A C 12 8 7 5 3 6 2 A C A 0 . 8 1 2 6 4 9 1 5 6 . 5 M B 5 0 . 9 4 5 9 0 3 9 7 3 0 9 8 3 9 C . 2 8 6 S E C E R 0 A R , I N D 9 . 7 T 0 A M A 2 9 O . P . R . T . C . T . O . 2 1 0 5 E L G I N C . N O C T C A R L E D 4 9 0 6 3 3 9 2 2 1 0 1 8 . 9 1 / 2 " F I R 1 / 2 8 S " I R 5 ° 4 9 9 9 0 . 9 F @ " W 2 2 ' 2 7 ' 1 . 4 C T ' W " 0 5 7 0 ° 6 2 S ' 3 6 . 9 2 3 ) ' 3 6 . 9 2 3 ' W 4 4 ° 8 2 S ( C . 2 8 6 S E C E R 4 A R , I N D 2 . 2 T 0 A M A 2 9 O . P . R . T . C . T . O . 2 1 0 5 E L G I N C . N O C A R L E D 4 0 6 2 0 8 2 0 8 . 4 F I R 5 / 8 0 . 9 9 9 " 9 4 5 9 3 5/8" IRF S E L E R C 0 A G D 5 . 0 R Z , J O O . N / A E L A O . P . R . T . C . T . C . N O L O C A G E Z L N D -0.25% D A O R H C N -2.22% A R N R O H A L L U G TC 2 1 A 0 . 8 C 2 A 8 4 0 0 4 . 1 U 9 9 S 9 4 2 6 0 A 0 . 9 6 T I N 9 3 5 1 EOP R C S E L . 4 2 5 T E G 4 R R 0 A D 5 . 0 Z , J O E L E L 2 O . P . R . T . C . T . A 0 0 Z O . 2 N C . N 0 0 L O O A C G D 10 9 8 6 5 4 3 2 1 18 17 16 15 14 11 10 4 3 2 2 1 1A T C 4 9 0 6 0 0 4 1 2 0 . 6 1" IPF 7 6 " F I P 1 3 9 9 9 0 . 9 N61°51'37"W 298.69' 0 1 0 0 0 . 0 S I R CIRS TC TC EOP GREGG LN 11 6 4 1 2 4 19 EOP L E " F 8 4 4 2 4 4 . 5 C M P 1 4 7 3 3 0 0 9 1 6 8 0 0 8 . 6 4 M B 5 9 9 0 . 9 9 0 3 3 N62°34'40"W 1580.51' (N59°58'30"W 1580.16') N R H T S E R L 5 E E C R J O & J O 1 A D 0 . 6 N I F O . P . R . T . C . T . N E O . 2 C . N 8 5 0 6 1 2 0 6 C B I R L A D , J O D S E R C R J O 3 A D 1 . 8 E N I F O . N / A E N E D , J O . P . R . T . C . T . C . N O D C L L A B I R S E R K 0 A E C C 5 A D 3 . 9 N , J R O 6 H 1 A 0 O . P . R . T . C . T . L O . 2 C . N 5 1 2 L 5 2 C L L U O A G D A I L R T 1 S E R C 4 6 E 4 A N N I E & G D 3 . 0 T , B O . P . R . T . C . T . O . 2 1 1 4 0 8 0 E L L A C T A M M E C . N O D H EOP GREGG LANE 6 4 1 1 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 7 7 4 7 0 0 4 . 5 F I R 1 / 2 3 9 3 9 9 9 " 4 7 6 0 . 9 8 7 S 2 L P " " R H I A R T T N 3 C 1 / 2 F I R S Y 7 E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . O . 2 E C . N 2 1 L L L A A O C Z D N O G GREGG LN 1/2" IRF 4 0 6 1 0 7 4 3 4 . 3 F I R 1 / 2 0 . 9 9 9 " 9 7 6 9 3 4 9 0 6 7 2 7 9 0 3 0 6 . 7 F I R 1 / 2 " 3 9 9 9 0 . 9 4 9 0 6 7 4 6 8 0 3 9 4 . 7 F I R 1 / 2 " 3 9 9 9 0 . 9 I Z E N T R A M O D A R N O C M A 6 4 : 1 1 \ . I 2 2 0 2 / 5 1 / 8 G W D M A D N R O H G P Y R A N M I L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P I \ \ \ I \ \ : T NOTE: ALL CALCULATIONS UTILIZE ATLAS 14 PRECIPITATION DATA POND B WEIR DIMENSIONS ORIFICE ELEVATION: 584.50' ORIFICE DIAMETER: 6" WEIR 1 ELEVATION: 590.61' WEIR 1 LENGTH: 15' WEIR 2 ELEVATION: 593.00' WEIR 2 LENGTH: 75' LEGEND AND NOTES XX XX XX.XX AC EX DEV WQ NORTH ARROW 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A I E G A N A R D D E P O L E V E D - T S O P P A M A E R A I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 S E M O H N R U B K C A L B T N E I L C DATE April 26, 2021 0 50' 100' SCALE: 1" = 100' 200' CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ 10 Sheet Of 13 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. 10 ____ OF 13 . G W D M A D N R O H G P E L I F D A C : COA CASE NUMBER: C8J-2022-0141 B E N N = E C 1 = E K 2 8 ' 7 . 8 5 ' 1 . 4 0 . 9 4 N R A L 8 ' O S R 5 5 6 0 3 H M A 8 4 1 1 0 5 5 1 V . = E L " I R 5 / 8 W I T O H P P A D T I C C N R A B 9 9 6 4 C 0 . 9 P 0 . 9 9 8 8 3 9 9 9 9 7 4 1 2 1 2 6 8 2 1 . 7 C O 4 5 8 1 2 6 8 4 6 . 3 O 4 4 C 8 4 1 2 6 8 5 6 . 1 O 4 4 C E S U O H N E E R G L O U M P P O P L O O P 8 4 5 . 8 2 4 1 6 3 4 8 C O K N A P .) R T E Y ( T T W A 4 . 5 ' G 6 ' X 7 L B D 2 ANGEL KNOT LANE 1 2 8 4 2 . 2 1 4 6 1 5 6 C O 6 . 9 ' G 2 . 6 ' X 1 D L B 1 2 3 4 5 6 7 8 9 8 4 9 6 . 1 9 9 9 0 C 9 3 P 1 4 6 0 . 9 B E N N = E C 1 = E K 1 5 ' 5 . 6 1 ' 5 . 0 6 . 1 4 N R A L 4 ' O S 6 7 6 R 9 0 3 H M A 2 4 1 1 6 4 5 1 V . = E L " I R 5 / 8 W I T O H P P A D T I C C H P TC TC S A S . S . G I N G I N E L B E Y B Y B H W A H W A " F 8 D H I G D H I G E 6 6 4 3 1 4 4 2 3 5 . 0 C M P 1 0 E N D I V I D 9 N D I V I D 8 . 3 G 4 6 3 2 2 6 3 1 9 9 4 2 2 6 9 5 4 8 . 4 9 4 G S 4 9 4 1 9 S 3 9 9 9 9 9 0 . 9 0 . 9 Y T C R O T W O S K & O S I D I N G R D N O P 4 9 0 6 2 2 3 1 0 0 6 2 . 3 1/2" IRF " F I R 1 / 2 3 9 9 9 0 . 9 LEGEND AND NOTES B E 1 POND B EXISTING POND TO BE USED FOR WATER QUALITY (WET POND) & DETENTION S A H P K C E D D A O R H C N TC A R N R O H A L L U G 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L I 5 0 8 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A N A L P Y T I L A U Q R E T A W I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 S E M O H N R U B K C A L B T N E I L C XX XX XX.XX AC EX DEV WQ S 6 E C C . 2 8 E R 0 A R , I N D 9 . 7 NORTH ARROW & SCALE T 0 A M A 2 9 O . P . R . T . C . T . O . 2 0 1 5 E L G I N C . N O C A R L E D 4 9 0 3 6 1 1 9 2 2 0 8 . 9 1 / 2 " F I R 1 / 2 S 8 " I R 5 ° 4 3 9 9 9 0 . 9 " W F @ 2 2 ' 2 7 ' 1 . 4 0 30' 60' SCALE: 1" = 60' 120' S C . 2 8 6 ' W " 0 5 7 0 ° 6 2 S ' 3 6 . 9 2 3 C . ) ' 3 6 9 2 3 4 A T E R R , I N D 2 . 2 KEYMAP 0 E A M A 2 L 9 O . P . R . T . C . T . G I N O . 2 W C . N 4 O 4 ° 8 2 S C R D ' A E E L 5 0 1 ( 4 0 6 2 0 8 2 0 8 . 4 F I R 5 / 8 0 . 9 9 9 " 9 4 5 9 3 5/8" IRF E H O W A R D L N G G R E G L GREGG LN April 26, 2021 DATE N R N M O C R A E D CITY APPROVAL Sheet Of 13 11 SITE PLAN RELEASE E FILE NUMBER: _________________ EXPIRATION DATE: ___________ R C 0 A G CASE MANAGER: _________________ APPLICATION DATE: ___________ D 5 . 0 R Z , J O O . N / A APPROVED ADMINISTRATIVELY ON: _____________________________ E L A O . P . R . T . C . T . C . N APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code S E L L O G O N C D E A Z L ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. ____ OF 13 11 . G W D P Q W N R O H G P E L F D A C : I COA CASE NUMBER: C8J-2022-0141 C T R A T S G N N R O M I E U N E V A 1A A E 1 13 10 11 12 14 15 16 17 18 20 19 SENTELL STREET TC TC 4 3 2 1 2 1 1A 10 9 8 7 6 5 4 3 2 1 18 17 16 15 14 13 12 11 S E N T E L L S T R E E T TC TC 8 7 5 6 10 1 2 6 4 9 1 5 6 . 5 M B 5 0 . 9 4 5 9 0 3 9 7 3 0 9 8 3 9 0 1 0 0 0 . 0 S I R CIRS N R H T S E R 5 6 L E E C R J O & J O 1 A D 0 . 6 N I F O . P . R . T . C . T . N E O . 2 C . N 6 2 0 0 1 8 5 C B I R L A D , J O D 11 EOP GREGG LN S E R C R J O 3 A D 1 . 8 E N I F O . N / A E N E D , J O . P . R . T . C . T . C . N O D R E S K 1 4 2 6 4 5 1 0 2 5 L L A B I R 2 4 4 4 4 . 5 C M P 1 C EOP 19 L E 8 " F A E C C 5 A D 3 . 9 N , J R O 6 H 1 A 0 O . P . R . T . C . T . L O . 2 C . N 2 L C L L U O A G D 4 7 3 3 0 0 9 6 1 8 0 0 8 . 6 4 M B 5 9 9 0 . 9 9 0 3 3 N62°34'40"W 1580.51' (N59°58'30"W 1580.16') A I L R T 1 S E R C 6 4 E 4 A N N I E & G D 3 . 0 T , B O . P . R . T . C . T . O . 2 0 4 0 8 1 1 E L L A C T A M M E C . N O D H EOP GREGG LANE 6 4 1 1 0 0 1 . 8 F I P 1 / 2 3 9 3 9 9 9 " 4 6 6 0 . 9 7 7 7 4 0 0 4 . 5 F I R 1 / 2 " 4 9 3 3 9 9 9 7 6 0 . 9 8 4 0 0 4 . 1 U 9 9 S 9 4 2 6 0 A 0 . 9 6 T I N 9 3 5 1 8 7 S 2 L P " " R H I A R T T N 3 C 1 / 2 F I R S Y 7 L E 0 A N I E 1 0 E R C L & C D 5 . 0 1 6 A 1 Z , D O . P . R . T . C . T . O . 2 E C . N 1 2 L L A A O C Z D N O G EOP R C S E L . 4 2 T R E G 4 5 R O 2 0 A Z , J 0 0 D 5 . 0 E L E L A O . P . R . T . C . T . Z O . 2 N C . N 0 0 L O O A C G D . I \ Z E N T R A M O D A R N O C M A 6 4 : 1 1 2 2 0 2 / 5 1 / 8 G W D P Q W N R O H G P Y R A N M I L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P I \ \ I \ I \ \ : T B E 1 A H P S 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 E N A L N O S K C A J 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 E H O W A R D L N B E 1 A H P S 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 W W R T W WW W W R T W S S W W R T W E N A L N O S K C A J W W S S R T W 8 7 6 5 4 3 2 1 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 W W R T W W W R T W S S W WW W R T W WTR WTR R T W WW WW ANGEL KNOT LANE WW R T W W W W W WW 2 3 4 5 6 7 8 R A T S G N N R O M I E U N E V A R T W W W WW W W WW S S R T W R T W S S WTR S A H SS WTR P 1 A E 1 13 9 10 11 12 14 15 16 17 1A 19 18 20 W W W W S E N T E L L S T R E E T W T R S S WW W W W W W W W W W W WW B E 1 S A H P S S R T W S S R T W WW WW D A O R H C N A R N R O H A L L U G WW WW 8/15/2022 Know what's below. Call before you dig. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. NOTICE: CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR; NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. COPYRIGHT C 2019 ATWELL LLC NO REPRODUCTION SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF ATWELL LLC 0 1 3 E T U S I , Y A W K R A P S A M C S A L 5 0 8 I 9 0 5 0 - 4 0 9 - 2 1 5 : F / 5 0 5 0 - 4 0 9 - 2 1 5 : O 6 4 7 8 7 X T , I N T S U A 2 4 2 2 1 . o N E P B T S A X E T , I N T S U A N A L P Y T I L I T U L L A R E V O I I I N O S V D B U S N R O H A L L U G A 1 E S A H P E N A L G G E R G 0 0 3 5 S E M O H N R U B K C A L B T N E I L C DATE April 26, 2021 CITY APPROVAL SITE PLAN RELEASE FILE NUMBER: _________________ EXPIRATION DATE: ___________ Sheet Of 13 12 CASE MANAGER: _________________ APPLICATION DATE: ___________ APPROVED ADMINISTRATIVELY ON: _____________________________ APPROVED BY PLANNING COMMISSION ON: _______________________ APPROVED BY CITY COUNCIL ON: _____________________________ Under Section 112 of Chapter 25-5 Of The Austin City Code ____________________________________________________________________ Director, Department of Planning and Development DATE OF RELEASE: __________________ Zoning: ______________ Rev 1 ____________________ Correction 1 _________________________ Rev 2 ____________________ Correction 2 _________________________ Rev 3 ____________________ Correction 3 _________________________ REVISIONS SCALE SCALE 0 DR. CM CH. XG P.M. CJO BOOK -- JOB 20004095 SHEET NO. 12 ____ OF 13 G W D . L T U N R O H G P E L F D A C I : COA CASE NUMBER: C8J-2022-0141 WW WW WW WW WW WW WW WW WW WW WW WW WW WTR S S SENTELL STREET WTR SS WTR SS S S WTR WTR SS WTR 10 9 8 7 6 5 4 3 2 1 R T W 18 17 16 15 14 13 12 11 10 9 8 7 5 6 4 3 2 1 2 1 1A WW WW WW WW WW SS WTR WTR NORTH ARROW & SCALE WTR WTR WTR WTR WTR WTR WTR WTR WTR 11 WTR WTR 19 WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR 0 30' 60' SCALE: 1" = 60' WTR 120' WTR WTR GREGG LANE KEYMAP WTR GREGG LN LEGEND NOTES Deferred Fire Flow Test and Water Model During construction of this project, the existing 6-inch water line serving the property will be replaced with a 12-inch water line. This new line will be installed under a Service Extension Request agreement with City of Austin Water. A copy of the SER agreement is included with this plan submittal. Upon completion of the water line installation, a flow test will be conducted and a water model developed. The water model will demonstrate that the water distribution system is capable of providing the required fire flow in addition to the peak domestic demand. A copy of this water model will be provided to Travis County Emergency Services District 2 and the City of Austin Water Department. E H O W A R D L N G R E G G L N D N R O R E M A C COA WATER INTX# 33362 T \ I Z E N T R A M O D A R N O C M A 7 4 : 1 1 2 2 0 2 / 5 1 / 8 G W D . L T U N R O H G P Y R A N M I L E R P S T E E H S N G S E D N R O H A L L U G N R U B K C A L B E T A V R P \ I \ I I \ \ \ : T