B-04 (C8-2019-0057 - Pearson Ranch East Preliminary Plan; District 6 Part 1).pdf

Zoning and Platting Commission – Feb. 18, 2020

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SUBDIVISION REVIEW SHEET LOT(S): 24 ZAP DATE: Feb. 18, 2020 COUNTY: Williamson CASE NO.: C8-2019-0057 SUBDIVISION NAME: Pearson Ranch West Preliminary Plan AREA: 155.8 ac. OWNER: Ivalene Pearson Banks, c/o Brett Ames (Top Hat Holdings, LLC) AGENT/APPLICANT: Paul W. Linehan (Land Strategies, Inc.) ADDRESS OF SUBDIVISION: 14320 Ranch Road 620 WATERSHED: Lake Creek EXISTING ZONING: GR-MU PROPOSED LAND USE: Mixed use subdivision with office, retail, restaurants, hotel and multi- family residential. DEPARTMENT COMMENTS: The request is for the approval of Pearson Ranch West Preliminary Plan, a development of a 155.8 acre tract consisting of 24 lots and containing 134.67 ac. for Commercial and/or Multifamily, 4.12 ac. for Access Drives in Block G and 17.01ac. for ROW. with all associated water, wastewater, paving, drainage and water quality facilities. STAFF RECOMMENDATION: Staff recommends approval of this preliminary plan as it meets all applicable State and City of Austin LDC requirements. ZONING AND PLATTING COMMISSION ACTION: CASE MANAGER: Joey de la Garza EMAIL: joey.delagarza@austintexas.gov PHONE: 512-974-2664 LEGAL DESCRIPTION A 155.79 ACRE TRACT OF LAND CONSISTING OF A TRACT OF 63.628 ACRES IN THE RACHEL SAUL SURVEY, ABSTRACT NO. 551 AND THE THOMAS P. DAVY SURVEY, ABSTRACT NO. 169 IN WILLIAMSON COUNTY, TEXAS, BEING ALL OF A 63.627 ACRE TRACT DESCRIBED IN DOCUMENT NOS. 2017006788, 2017006800, 2017006802, AND 2017006803 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AND A TRACT OF 92.164 ACRES (APPROXIMATELY 4,014,679 SQ. FT.) IN THE RACHEL SAUL SURVEY, ABSTRACT NO. 551 AND THE THOMAS P. DAVY, ABSTRACT NO. 169 IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A 45.14 ACRE TRACT DESCRIBED IN VOLUME 667, PAGE 315 AND A PORTION OF A 295.73 ACRE TRACT AND ALL OF A 1.000 ACRE TRACT DESCRIBED IN VOLUME 1844, PAGE 392, BOTH OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. AUSTIN ENERGY STANDARD NOTES 1. 2. 3. 4. Austin Energy has the right to prune and/or remove trees, shrubbery and other obstructions to the extent necessary to keep the easements clear. Austin Energy will perform all tree work in compliance with Chapter 25-8, Subchapter B of the City of Austin Land Development Code. The owner/developer of this subdivision/lot shall provide Austin Energy with any easement and/or access required, in addition to those indicated, for the installation and ongoing maintenance of overhead and underground electric facilities. These easements and/or access are required to provide electric service to the building and will not be located so as to cause the site to be out of compliance with Chapter 25-8 of the City of Austin Land Development Code. The owner shall be responsible for installation of temporary erosion control, revegetation and tree protection. In addition, the owner shall be responsible for any initial tree pruning and tree removal that is within ten feet of the center line of the proposed overhead electrical facilities designed to provide electric service to this project. The owner shall include Austin Energy's work within the limits of construction for this project. The owner of the property is responsible for maintaining clearances required by the National Electric Safety Code, Occupational Safety and Health Administration (OSHA) regulations, City of Austin rules and regulations and Texas state laws pertaining to clearances when working in close proximity to overhead power lines and equipment. Austin Energy will not render electric service unless required clearances are maintained. All costs incurred because of failure to comply with the required clearances will be charged to the owner. 5. An Administrative Environmental Variance has been granted in accordance with LDC 25-8-42(B)(6), to allow cut of not more than eight feet in the desired development zone. Environmental Notes: - - - The site is located in the Lake Creek Watershed, classified as a suburban watershed by the City of Austin The project is located over the Edwards Aquifer Recharge Zone. This Project is subject to the Void and Water Flow Mitigation Rule (City of Austin Environmental Criteria Manual and City of Austin Standard Specifications Manual) BOX CUT IN HEADWALL OF A 42" RCP PIPE, ON NORTH SIDE OF FM 620, APPROXIMATELY 100 FEET EAST OF THE SOUTHEAST CORNER OF THE SUBJECT TRACT ELEV: 834.10 NAVD 88 (GEOID 12B) COTTON SPINDLE SET IN POWER POLE APPROXIMATELY 1,280 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SUBJECT TRACT. ELEV: 861.87 NAVD 99 (GEOID 12B) BENCHMARK NOTE: TBM 31-44-1 GRID N. 10,148,288.79 E. 3,109,800.73 TBM 31-44-2 GRID N. 10,147,748.93 E. 3,108,532.99 : : M A 0 1 9 5 8 0 2 0 2 / 4 2 / 1 , g w d . t e e h S r e v o C P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K PEARSON RANCH WEST Sheet Index: Subdivision Plan - 1 Subdivision Plan - 2 Subdivision Plan - 3 Parks & Drainage Subdivision Notes & Calculations Existing Conditions & Topographic Area Map Tree Survey Slope Map 1. Cover Sheet 2. 3. 4. 5. 6. 7. 8. 9. 10. Existing Drainage Plan 11. Proposed Drainage Plan 12. Water Quality Plan 13. CWQZ Averaging LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE I EG A P R EP CAA NDS L U L W . LIN E A R C H A N H I T E C T S T A T E 1.24.2020 917 OF X E T S A NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS D rain a g e E s m t. Block B LOT 7 11.20ac. CWQZ A C C E S S E A S M E N T Block B LOT 6 3.64 ac. I D R A N A G E E A S E M E N T D R A I N A G E E A S E M E N T F L O O D P L A I N E A S M E N T A C C ESS EAS M E NT WASTEWATER EASMENT 1 0 m W . W . E . ( 2 0 1 5 0 6 4 7 5 1 ) Block B LOT 5 2.71 ac. F L O O D P L A I N E A S M E N T E V I R D E R I P S N I WASTEWATER EASEMENT OWNER: Ivalene Pearson Banks, et. al. c/o Brett Ames - Top Hat Holdings, LLC 14608 RR 620 North Austin, Texas 78717 AGENT/ PRINCIPAL CONTACT LANDSCAPE ARCHITECTS/PLANNERS: SURVEYOR: Land Strategies, Inc. Contact: Paul W. Linehan 1010 Land Creek Cove, Suite 100 Austin, Texas 78746 (512) 328-6050 ; Fax: (512) 328-6172 BGE Inc. Contact: Jonathan Nobles 101 West Louis Henna Blvd, Suite 400 Austin, Texas 78728 (512) 879-0400 OWNER REPRESENTATIVE: ENGINEER: ENVIRONMENTAL CONSULTANT: Inspire Development 702 N. Commons Ford Road Austin, Texas 78733 (512) 879-6333 BGE Inc. Contact: Brian J. Grace 1701 Directors Blvd, Suite 1000 Austin, Texas 78744 (512) 879-0400 M. Trojan & Associates Mike Trojan P.O. Box 338 Thorndale, Texas 76577 (512) 917-3695 TABLE 1 PRELIMINARY PLAN ±155.79 Acres 14320 RR 620 Austin, Texas 78717 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 P a r m e r L a n e 0.00000000000 0.00000000000 0.00000000000 0.00000000000 TX-45-TOLL E 0.00000000000 0.00000000000 0.00000000000 0.00000000000 SITE 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 N 0.00000000000 0.00000000000 0.00000000000 0.00000000000 0.00000000000 N.T.S. LOCATION MAP IMMEDIATE CATCHMENT AREA 0 0.0 5 F-1 CRITICAL ENVIRONMENTAL FEATURE F-2 IMMEDIATE CATCHMENT CRITICAL AREA ENVIRONMENTAL FEATURE 1 0 0 . 0 0 S P E C T R U M D R I V E NT E M S A E E G A AIN R Block A D LOT 3 2.31 ac. T N E M E S A D R AIN A G E E A S M E N T AIL E R D T E S O P O R P WASTEWATER EASEMENT Block A LOT 2 10.35 ac. A U A S U T I N L I S T I N E T J M I T E P R O P O S E D 2 0 F T A C C E S S / S I D E W A L K E A S E M E N T DRAINAGE EASMENT D P U R P O S E 15' DRAINAGE EASMENT Block A LOT 1 6.70ac. INGRESS AND EGRESS ESMT. (667/315) 10-G Block B LOT 1 4.32 ac. Block B LOT 2 4.99 ac. F-4 5 0 . 0 0 IMMEDIATE CATCHMENT AREA ENVIRONMENTAL CRITICAL FEATURE 0 0.0 5 1 Block B LOT 3 4.95 ac. 10ll APPARENT LOCATION: TEMPORARY EASEMENT (2587/804) Block B LOT 4 3.30 ac. PEARSON MARKET CIRCLE Block G LOT 2 3.16 ac. T.) V E (P RIV L D M HIL Block G LOT 3 2.96 ac. Block G LOT 9 1.49 ac. (Private access easement overlay) Block G LOT 10 1.77 ac. (Private Access easement overlay) O S S O L B SUMMER BREEZE WAY (PVT.) Block G LOT 1 1.58 ac. IMMEDIATE CATCHMENT AREA 5 0 . 0 0 F-3 100.00 ENVIRONMENTAL CRITICAL FEATURE Block G LOT 8 3.09 ac. P E B B L E S T R E A M D R V E ( P V T . ) I Block G LOT 7 3.53 ac. BANK STREET I P R V A T E A C C E S S E A S M E N T I P R V A T E A C C E S S E A S M E N T Block G LOT 4 2.27 ac. ) . T V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c c e t k a v c i r o P 10ll ( l B (2587/804) APPARENT LOCATION: TEMPORARY EASEMENT Block G LOT 6 3.85 ac. Block G LOT 5 1.81 ac. RIVE INSPIRE D 10n W.W.E. (2015064752) Block C LOT 1 19.62 ac. D R A I N A G E E A S E M E N T T N E T A M S N E S E M S E E S C A C E E A G A T N E M E S A E E G A A I N R D 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T A C C E S S E A S M E N T D R AI N A G E E A S M E N T A C C E S S E A S M E N T PEAR S O N M A R K A I N R 5' D 1 E T C I R C L E Block D LOT 2 8.78 ac. A C C E S S E A S M E N T Block C LOT 2 8.89 ac. W A S T E W A T E R E A S E M E N T W A S T E W A T E R E A S E M E N T AUSTIN ETJ AUSTIN LIMITED PURPOSE Block F LOT 1 5.75 ac. D A V I S S P R I N G S L A N E 10e T.E. (458/334) DECELERATION LANE 27.5 FT SURVEY TIE ACROSS SH 45 Block E LOT 1 6.25 ac. 10e APPARENT RELOCATION PORTION OF T.E. (458/334) 10kk EASEMENT (1873/246) AUSTIN ETJ AUSTIN LIMITED PURPOSE WASTEWATER EASEMENT 10h 30' ACCESS ESMT. (1844/392) Block D LOT 1 5.60 ac. DRAINAGE EASEMENT 10jj WASTEWATER LINES EASEMENT (2014015559) DRAINAGE EASEMENT 790ft AUSTIN ETJ AUSTIN LIMITED PURPOSE Block C LOT 3 3.10 ac. 10jj WASTEWATER LINES EASEMENT (2014015559) D R A I N A G E E A S E M E N T 15' DRAINAGE EASEMENT 10e APPARENT RELOCATION PORTION OF T.E. (458/334) DECELERATION LANE SUBDIVISION MAP N N.T.S. Initial Submittal: April 12, 2019 Re-submittal: July 25, 2019 Re-submittal: September 27, 2019 Re-submittal: November 14, 2019 Re-submittal: January 7, 2020 NOTE: An Administrative Environmental Variance has been granted in accordance with LDC 25-8-42(B)(6), to allow fill of not more than eight feet in the desired development zone. PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 1 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans which do not comply with the Code current at the time of filing and require Building permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME COVER SHEET SHEET 1 OF 13 20191017-049 C14-2019-0068 ZONING LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement 6 C 2 0 . 4 9 L r 5 . 2 a 9 d 3 0 2 3 . 7 3 0 ' IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 0 0 0.0 0.0 5 5 F-1 F-1 S P E 1 8 2 . 3 7 C T R U 4 9 2.0 2 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE F-2 F-2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT CRITICAL CRITICAL AREA AREA ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 1 0 0 0 0 . . 0 0 0 0 M D 5 1 5 0 0 . 3 R I V 7 . 0 4 E 6 2 ' R O W 3 2 7 . 9 9 6 T N E M S A E E 246.92 G CEF Natural A AIN Buffer R Block A D LOT 3 2.31 ac. 8 1.7 2 CEF Natural Buffer 35.33 85.19 7 8 . 0 6 T N E M S A AIL E R T T N E M E S A D R AIN A G E E A S M E N T AIL E R D T E S O P O R P Block A LOT 2 10.35 ac. CWQZ MUSTANG RANCH SUBDIVISION MUSTANG RANCH SUBDIVISION LOT 1 LOT 1 BLOCK A BLOCK A (R/102) (R/102) SIMPSON RANCH LP SIMPSON RANCH LP (2011044502) (2011044502) 7' 7' 1.4 1.4 7') 7') 1.2 1.2 8 8 3"W 9 3"W 9 8 8 9"W 9 9"W 9 9'5 9'5 9'5 9'5 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N 4 8 9.4 4 T N E M S A AIL E R T 9 2.1 9 1 A A U U A A S S U U T T I I N N L L I I S S T T I I N N E E T T J J M M I I T T E E 2' 2' 5.2 5.2 3') 3') 5.2 5.2 7 7 9"W 2 9"W 2 7 7 2"W 2 2"W 2 7'5 7'5 7'3 7'3 0°0 0°0 0°0 0°0 0 0 0 0 (N (N N N 8 1.9 4 SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) N68°46'14"E 1549.15' N68°46'14"E 1549.15' (N68°45'30"E 1549.13') (N68°45'30"E 1549.13') Block B LOT 1 4.32 ac. 3 3 9 . 9 2 715.45 Block B LOT 2 4.99 ac. CEF Natural Buffer F-4 F-4 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA S68°46'14"W 1549.15' S68°46'14"W 1549.15' (S68°45'30"W 1549.13') (S68°45'30"W 1549.13') 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 35.00 6 9 . 5 1 GATE GATE GATE GATE 5 5 0 0 . . 0 0 0 0 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 5 0 . 6 0 30.23 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 3 9 7 . 5 5 LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) i M a t c h L n e S h e e t 2 i M a t c h L n e S h e e t 3 N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') 560.15 Block B LOT 3 4.95 ac. 2 9 0 . 0 0 208.09 (1844/392) (1844/392) 3 5 3 . 9 8 2 6 0 . 0 0 3 5 3 . 9 8 ) . T 60.00 V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c 2 c N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' 2 e 4 t k . a 7 v 5 c i r o P 10ll 10ll ( l B APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT 3 3 . 9 8 4 7 . 0 1 2 2 0 . 9 8 4 9 . 9 1 6 0 . 0 0 6 3 . 9 8 1 7 . 6 4 1 33.13 0 ' 0 d 3 L r a C CEF Natural Buffer 9 . 1 2 5 2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5 5 0.0 0.0 0 0 1 7 . 6 4 1 1 7.6 4 1 88.10 Block G LOT 1 1.58 ac. 2 3 8 . 3 3 2 3 9 . 4 5 1 7.6 4 1 6 9.8 5 1 7.6 1 0.0 4 1 6 5 7.7 2 152.24 166.59 F-3 F-3 100.00 100.00 ENVIRONMENTAL ENVIRONMENTAL CRITICAL CRITICAL FEATURE FEATURE 171.12 37.68 4 1 . 1 6 Block G LOT 9 1.49 ac. (Private access easement overlay) 39.33 184.60 9 . 5 3 8 6 0 0 0 . ' 0 0 3 d a r L C 2 4 5 . 3 9 1 8 1 . 3 8 9 0 ' R O W 1 7 2 4 0 . 1 0 . 3 7 7 2 0 7 . 2 4 Block G LOT 8 3.09 ac. P E B B L E S T R E A M D R V E I ( 3 0 6 2 8 . 3 0 6 3 0 . AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block F LOT 1 5.75 ac. 3 5 6 . 1 6 3 2 5 . 9 9 CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) 119.56 90' ROW PEARSON MARKET CIRCLE 139.32 CL rad 1,000' 127.32 431.64 551.20 551.20 60.03 403.07 213.11 194.81 194.81 176.07 78.94 CL rad 1,000' 72.14 352.65 90' ROW Block G LOT 2 3.16 ac. ' ' 2 2 2 2 . . 9 9 1 1 0 0 1 1 E E " " 9 9 3 3 1 1 2 2 ° ° 3 3 2 2 S S ' ' ) ) ' ' 8 8 4 4 . . 9 9 1 1 0 0 1 1 E E " " 4 4 1 1 1 1 2 2 ° ° 3 3 2 2 S S ' ' ( ( Block G LOT 3 2.96 ac. Block G LOT 10 1.77 ac. (Private Access easement overlay) 757.24 410.31 433.30 O S S O L B SUMMER BREEZE WAY (PVT.) 287.70 JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES 228.46 3/8" IN CONCRETE 3/8" IN CONCRETE 323.93 223.58 146.39 239.78 592.43 581.28 313.19 Block G LOT 4 2.27 ac. 0 0 0.0 0.0 5 5 1 1 8 8.4 6 2 43.48 18.31 T.) 62.22 V E (P RIV L D M HIL 2 9 5.9 1 3 0 1.6 5 Block G LOT 7 3.53 ac. I P R V A T E A C C E S S E A S M E N T 3 3 2 . 9 8 I P R V A T E A C C E S S E A S M E N T Block G LOT 6 3.85 ac. 3/8" IN C 3/8" IN C O O Block G LOT 5 1.81 ac. T T E E E E R R C C N N 415.75 (2587/804) (2587/804) 19.6740.45 63.93 83.56 CL rad 500' 161.23 70' ROW 201.68 75.08 1 9 . 5 2 508.42 72.63 RIVE 160.80 208.00 INSPIRE D 6 5.3 1 1 T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L LD LD LD LD LD LD LD LD ' ' 9 9 5 5 . . 6 6 3 3 2 2 ) ) ' ' 7 7 3 3 . . 6 6 3 3 2 2 E E " " 1 1 3 3 ' ' E E " " 2 2 3 3 ' ' 4 4 1 1 ° ° 6 6 2 2 S S ( ( 2 2 1 1 ° ° 6 6 2 2 S S LD LD LD LD AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE REVISIONS 129.70 ROW 178.41 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) 2 0 9 . 9 1 1 4 8 . 8 3 9 8 . 6 9 AUSTIN ETJ AUSTIN ETJ 3 6 . 6 5 7 4 . 9 7 E C A 2 F 1 B R 4 U C . 7 7 6 4 . 5 8 5.00 K L A W E D I S E C A F B R U C 2 2 6 . 9 0 Block E LOT 1 6.25 ac. 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) ' ' 2 2 2 2 . . 9 9 5 5 2 2 E E ' ' ) ) 4 4 4 4 . . 9 9 5 5 2 2 E E ' ' " " 6 6 4 4 1 1 1 1 ° ° 5 5 2 2 S S ( ( ' ' " " 3 3 4 4 0 0 1 1 ° ° 5 5 2 2 S S 2 5 . 5 9 7 0 . 2 2 7 0 2 5 . 5 9 ' D A V R O W I C L S r a d S P R 3 0 0 ' I 8 8 . 7 7 1 1 5 . 1 3 N G S F017 F017 L A N E 8 6 . 8 5 1 1 5 . 1 3 6 8 . 7 0 427.39 324.48 386.74 5 0 5 0 S67°32'23"W 830.67' S67°32'23"W 830.67' 1 6 (S67°32'26"W 830.66') (S67°32'26"W 830.66') . . 1 1 70.00 10e T.E. (458/334) 10e T.E. (458/334) 373.93 P.O.B. P.O.B. C1 C1 S65°14'23"W 228.74' S65°14'23"W 228.74' (S65°10'58"W 228.67') (S65°10'58"W 228.67') 351.76 ASPH. ASPH. 185.58 ROW ASPH. DRIVE ASPH. DRIVE ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD ASPHALT DRIVE ASPHALT DRIVE ' ' ' ' 1 1 1 1 . . . . 9 9 9 9 3 3 3 3 ASPHALT ASPHALT ASPHALT ASPHALT S67°32'23"W 830.67' S67°32'23"W 830.67' (S67°32'26"W 830.66') (S67°32'26"W 830.66') S68°18'17"W 841.89' S68°18'17"W 841.89' (S68°18'17"W 842.03') (S68°18'17"W 842.03') MEDIAN MEDIAN MEDIAN MEDIAN GRATE INLET GRATE INLET GRATE INLET GRATE INLET WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP CONC. DRIVE CONC. DRIVE CONC. DRIVE CONC. DRIVE APPROXIMATELY 2633' APPROXIMATELY 2633' TO PARMER LANE TO PARMER LANE GRATE INLET GRATE INLET GRATE INLET GRATE INLET CURB & GUTTER CURB & GUTTER ' ' ' ' 1 1 1 1 . . . . 3 3 3 3 4 4 4 4 ACCELERATION LANE GRATE INLET GRATE INLET MEDIAN MEDIAN 10ii 10ii GRATE INLET GRATE INLET GRATE INLET GRATE INLET CONCRETE CONCRETE DRIVE DRIVE HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED (2003084118) (2003084118) SURVEY TIE ACROSS SH 45 SURVEY TIE ACROSS SH 45 STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) TYPICAL ROAD SECTION (2003084118) (2003084118) (2006105739) (2006105739) 90' RIGHT OF WAY DAVIS SPRINGS SECTION 10-B DAVIS SPRINGS SECTION 10-B (S/178&179) (S/178&179) D D P P DRAINAGE EASMENT 776.33 U U R R P P O O S S E E APPROXIMATE ORIGINAL SURVEY LINE 15' DRAINAGE EASMENT 2 6 . 6 5 4 6 . 2 8 C L r a d 3 0 0 ' 3 2.1 5 33.99 137.22 136.18 91.26 CL rad 1,000' 85.01 83.77 P V 60.00 T . ) 464.10 1023.62 70' ROW 395.20 BANK STREET 3 5.3 6 5.3 6 3 P R O P O S E D 2 0 F T A C C E S S / S I D E W S S O O U U T T H H E E ( ( 1 1 0 0 R R 0' 0' R R . . N N P P O O . . W W 5 4 5 . 0 5 N N 6 6 9 9 ( ( N N ° ° 1 1 A L K E A S E M E N T 6 6 9 9 ° ° 1 1 2'3 2'3 1'4 1'4 7 7 " " A A C C . . W W I I F F I I I I D D T T C C H H R R W W 6 6 " " W W 5 5 4 4 5 5 4 4 5 5 . . 0 0 5 5 . . 0 0 5' 5' 2') 2') ) ( ) ( 3 3 A A I I L L 3 3 / / 5 5 R R O O 6 6 3 3 ) ) A A D D Block A LOT 1 6.70ac. INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G N P.O.B. P.O.B. ASPHALT ASPHALT ' ' . . 5 5 9 9 3 3 REFERENCE TIE REFERENCE TIE S74°25'31"E 105.37' S74°25'31"E 105.37' F017 F017 APPROX 940' TO APPROX 940' TO PARMER LANE PARMER LANE W W P P A A R R M M E E R R L L A A N N E E KEY PLAN DAVIS SPRINGS SECTION 10-A DAVIS SPRINGS SECTION 10-A (O/344-345) (O/344-345) TABLE 2 0 25 75 50 100 SCALE: 1" = 100' 100 200 300 TABLE 1 SCALE: 1"=10' SIDEWALK TREE & BIKE LANE FURNITURE ZONE R E F F U B TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE MEDIAN R E F F U B BIKE LANE TREE & SIDEWALK FURNITURE ZONE C14-2019-0068 ZONING PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 2 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans which do not comply with the Code current at the time of filing and require Building permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME SUBDIVISION PLAN-1 SHEET 2 OF 13 : : M A 4 4 0 2 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement TABLE 1 TABLE 2 Block B LOT 5 2.71 ac. 4 3 1 . 8 4 252.77 S68°58'23"W 349.81' S68°58'23"W 349.81' (S71°02'W 349.90') (S71°02'W 349.90') 1 5 0 . 6 0 30.23 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 GUY POLE GUY POLE 3 9 7 . 5 5 5 2 7 . 2 2 Block B LOT 4 3.30 ac. 7 0 ' R O W LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) (2007099405) (2007099405) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) i M a t c h L n e S h e e t 2 i M a t c h L n e S h e e t 3 N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') 560.15 Block B LOT 3 4.95 ac. 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) 352.65 239.78 592.43 581.28 313.19 Block G LOT 4 2.27 ac. 3 5 . 5 0 1 5 .2 3 1 5.2 3 3 5 . 5 0 1 2 7 . 4 1 1 3 8 . 5 7 E E T T E E R R C C N N O O 3 / 8 " I N C 3 / 8 " I N C 1 6 7.7 6 1.2 2 0 2 0' 0 d 5 L ra C 8 0.8 4 2 JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES 3/8" IN CONCRETE 3/8" IN CONCRETE 2 9 0 . 0 0 6 0 . 0 0 3 5 3 . 9 8 3 5 3 . 9 8 2 6 0 . 0 0 ) . T 60.00 V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c 2 c N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' N 5 7 ° 4 6 ' 5 4 " E 4 4 0 . 7 0 ' 2 e 4 t k . a 7 v 5 c i r o P 10ll 10ll ( l B (2587/804) (2587/804) 40.45 APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT 3 3 . 9 8 4 7 . 0 1 2 2 0 . 9 8 4 9 . 9 1 6 3 . 9 8 161.23 70' ROW 201.68 146.39 160.80 3/8" IN C 3/8" IN C O O Block G LOT 5 1.81 ac. T T E E E E N N C C R R 208.00 INSPIRE D 6 5.3 1 1 75.08 1 9 . 5 2 34.24 RIVE 90' R 179.33 W O 178.41 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) 2 0 9 . 9 1 1 4 8 . 8 3 9 8 . 6 9 AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE 129.70 ROW 3 6 . 6 5 7 4 . 9 7 E C A 2 F 1 B R 4 U C . 7 7 6 4 . 5 8 5.00 K L A W E D I S E C A F B R U C 2 2 6 . 9 0 REEK REEK APPROX. CL OF CREEK APPROX. CL OF CREEK OX. CL OF C OX. CL OF C APPR APPR F L O O D P L A I N E A S M E 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIV E O A K LIV E O A K 109.75 S80°47'54"W S80°47'54"W 109.81' 109.81' (S83°05'W (S83°05'W 109.44') 109.44') 265.98 S71°43'06"W 236.96' S71°43'06"W 236.96' (S73°51'W 237.65') (S73°51'W 237.65') N T 2 4 4 . 0 7 1 4 0 . 1 1 5 0 . 2 9 3 0 . 3 8 ' ' 4 4 1 1 . . 7 7 1 1 2 2 E E " " 2 2 2 2 8 8 3 3 ° ° 4 4 1 1 S S ) ) ' ' 8 8 3 3 . . 7 7 1 1 2 2 E E 6 6 3 3 ° ° 2 2 1 1 S S ( ( ' ' ' ' C L r a d 5 0 0 ' 4 3 . 7 1 E V I R D E R I P S N I 1 4 5 . 1 8 6 7 2 . 4 1 6 8 1 . 4 2 6 5 1 . 0 4 New CWQZ 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) Block C LOT 1 19.62 ac. 185.93 172.57 335.80 PEA Block D LOT 2 8.78 ac. R S O 7 0' O R N M W 5 3 A 9 . 6 4 5 2 R 2 . 7 8 K L C r 8 G A C E E A 2 . 9 0 A I N A 3 R 5' D 1 E a 2 d 3 T 4 4 . 4 0 0 0 ' C I R C L E D R A I N A G E E A S E M E N T T N E M S 1 0 6 . 3 3 T A N E S E M S E E S C A C C E S S E A S M E N T Block C LOT 2 8.89 ac. Match Line Sheet 4 Match Line Sheet 3 APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK FEMA Floodplain N84°50'51"E 930.90' N84°50'51"E 930.90' (N84°49'42"E 931.16') (N84°49'42"E 931.16') 930.90 Wetland setback A C C E S S E A S M E N T FEMA Floodplain 463.71 Transferred Land 5.73 acres LD LD LD LD T N E M E S A E E G A A I N R D 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T K K K K E E E E E E E E R R R R C C C C F F F F O O O O L L L L C C C C . . . . X X X X O O O O R R R R P P P P P P P P A A A A A C C E S S E A S M E N T 5 7 3 . 0 8 9' 9' 7 7 . . 4 4 7 7 6 6 E E " " 4 4 6'5 6'5 3 3 ° ° 0 0 1 1 S S 0') 0') 9 9 . . 4 4 7 7 6 6 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( New CWQZ D R AI N A G E E A S M E N T APPROX. CL OF CREEK APPROX. CL OF CREEK 1 0 1 . 7 1 GUY POLE GUY POLE 2 9 0 . 6 6 6') 6') 7 7 . . 0 0 9 9 2 2 6' 6' 6 6 . . 0 0 9 9 2 2 E E " " 6 6 0'1 0'1 4 4 ° ° 0 0 1 1 S S 4 4 ° ° 8 8 0 0 S S ( ( 0'E 0'E N88°00'15"E 325.12' N88°00'15"E 325.12' (N87°59'25"E 325.37') (N87°59'25"E 325.37') JOE FREDERICK JOE FREDERICK ENGLAND, TRUSTEE ENGLAND, TRUSTEE 2.0 ACRES 2.0 ACRES (2014081620) (2014081620) 2.00 ACRES 2.00 ACRES DESCRIBED IN DESCRIBED IN (637/544) (637/544) 833.83 Block D LOT 1 5.60 ac. 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) DRAINAGE EASEMENT 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) 1 4 4 . 1 6 1 4 4 . 1 6 8 8 . 1 6 C L r a d 3 0 0 ' 6 9 . 7 4 7 5 . 9 1 6 2 4 . 2 9 4 8 . 3 2 9 9 . 8 1 5 2 4 . 2 9 2 4 . 4 3 1 0 5 . 1 3 8 2 . 1 4 C L r a d 3 0 0 ' 1 5 2 . 3 5 4' 4' 9 9 . . 7 7 1 1 4 4 E E " " 4 4 7'5 7'5 3 3 ° ° 0 0 1 1 S S 9') 9') 0 0 . . 8 8 1 1 4 4 E E " " 7 7 4'5 4'5 3 3 ° ° 0 0 1 1 S S ( ( AUSTIN ETJ AUSTIN ETJ 528.09 AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block C LOT 3 3.10 ac. 10ii 10ii WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED D R A I N A G 2 6 E 5 E . 1 A 9 S E M E N T (2014015559) (2014015559) 10jj 10jj (2003084118) (2003084118) 353.65 ' ' ' ' . . . . 4 4 4 4 5 5 5 5 5 5 5 5 L2 L2 GATE GATE L1 L1 LD LD ASPHALT ASPHALT CURB & GUTTER CURB & GUTTER CURB & GUTTER CURB & GUTTER N68°25'02"E 6.22' N68°25'02"E 6.22' CONC. DRAINAGE STRUCTURE CONC. DRAINAGE STRUCTURE 48" RCP 48" RCP 15' DRAINAGE EASEMENT 10e 10e 1 6 4 APPARENT RELOCATION APPARENT RELOCATION 1 6 PORTION OF T.E. PORTION OF T.E. 4 4 6 (458/334) (458/334) 4 6 . . JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS KEY PLAN TYPICAL ROAD SECTION 90' RIGHT OF WAY S65°14'23"W 228.74' S65°14'23"W 228.74' (S65°10'58"W 228.67') (S65°10'58"W 228.67') ASPH. ASPH. 185.58 ROW GRATE INLET GRATE INLET ASPHALT ASPHALT DRAINAGE EASEMENT S67°43'05"W 1426.94' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') (S67°43'56"W 1426.95') 821.14 ' ' ' ' 1 1 1 1 . . . . 3 3 3 3 4 4 4 4 GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET GRATE INLET UTILITY VAULT UTILITY VAULT CURB & GUTTER CURB & GUTTER ASPHALT ASPHALT ONE-WAY TRAFFIC ONE-WAY TRAFFIC FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD GRATE INLET GRATE INLET MEDIAN MEDIAN 10ii 10ii CONCRETE CONCRETE DRIVE DRIVE HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED (2003084118) (2003084118) HIGHWAY ACCESS DENIED HIGHWAY ACCESS DENIED WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP 10ii 10ii (2003084118) (2003084118) (426') (426') STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) HIGHWAY ACCESS PERMITTED HIGHWAY ACCESS PERMITTED 10ii 10ii (2003084118) (2003084118) (645') (645') SIDEWALK TREE & BIKE LANE FURNITURE ZONE R E F F U B SCALE: 1"=10' TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE MEDIAN R E F F U B BIKE LANE TREE & SIDEWALK FURNITURE ZONE JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) N 0 25 75 50 100 SCALE: 1" = 100' 100 200 300 PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 3 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans which do not comply with the Code current at the time of filing and require Building permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME SUBDIVISION PLAN-2 SHEET 3 OF 13 C14-2019-0068 ZONING : : M A 5 4 1 2 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement TABLE 1 TABLE 2 LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) Slopes Table Minimum Slope 15.00% 25.00% 35.00%Maximum Slope 25.00% 35.00% 100.00% Color GATEWESTBOUND ENTRY RAMP APPROX. CL OF CREEK FRONTAGE ROAD LDLDLDBA5/8"6"ONE-WAY TRAFFIC POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK 55.4' 43.1' ASPHALT 39.1' AUSTIN LIMITED PURPOSE AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN ETJ HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) N68°50'57"E 590.38' (N68°52'59"E 590.48') S67°32'23"W 830.67' (S67°32'26"W 830.66') S23°21'39"E 1019.22' (S23°21'14"E 1019.48') S26°12'31"E 236.59' (S26°14'32"E 236.37') S25°10'43"E 259.22' (S25°11'46"E 259.44') JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES (1844/392) CONC. DRIVE GRATE INLET GRATE INLET ASPHALT 39.1' N17°54'02"W 987.43' (N17°53'34"W 987.56') N17°54'02"W 333.01' N68°59'52"E 708.02' (N71°07'47"E) S17°54'30"E 1137.92' (S17°53'57"E 1138.11') N84°50'51"E 930.90' (N84°49'42"E 931.16') S10°36'54"E 674.79' (S10°34'57"E 674.90') S10°40'16"E 290.66' (S08°40'E 290.76') S10°37'54"E 417.94' (S10°34'57"E 418.09') S67°32'23"W 830.67' (S67°32'26"W 830.66') C1S65°14'23"W 228.74' (S65°10'58"W 228.67') S68°58'23"W 349.81' (S71°02'W 349.90') S14°38'22"E 217.14' (S12°36'E 217.38') S71°43'06"W 236.96' (S73°51'W 237.65') S80°47'54"W 109.81' (S83°05'W 109.44') N88°00'15"E 325.12' (N87°59'25"E 325.37') L1L2N68°25'02"E 6.22' N57°46'54"E 440.70' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') P.O.B. LOT 1 BLOCK A OF DAVIS SPRINGS SECTION 8A (S/250) (2007099405) THE MOST REVEREND GREGORY M AYMOND, BISHOP OF THE DIOCESE OF AUSTIN, AND HIS SUCCESSORS IN OFFICE 45.20 ACRES (2004087973) PORTION OF 515.915 ACRES STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JOE FREDERICK ENGLAND, TRUSTEE 2.0 ACRES (2014081620) 2.00 ACRES DESCRIBED IN (637/544) TRUSTEE OF THE BASSHAM TRUST (2007099405) GUY POLE GUY POLE GRATE INLET ASPHALT GRATE INLET CONC. DRAINAGE STRUCTURE GRATE INLET GRATE INLET ASPHALT ONE-WAY TRAFFIC WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP MEDIAN ASPH. CURB & GUTTER CURB & GUTTER CONC. DRIVE GRATE INLET GRATE INLET GRATE INLET 48" RCP ASPHALT FRONTAGE ROAD POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK CURB & GUTTER CURB & GUTTER APPROXIMATELY 2633' TO PARMER LANE 55.4' 43.1'CONCRETE DRIVE LDLDBASAM 6"LD3" CEDAR POST IN 28" LIVE OAK 3/8" IN CONCRETE 3/8" IN CONCRETE 3/8" IN CONCRETE 10iiHIGHWAY ACCESS PERMITTED (2003084118) 10iiHIGHWAY ACCESS DENIED (2003084118) (426') 10iiHIGHWAY ACCESS PERMITTED (2003084118) (645') 10iiHIGHWAY ACCESS DENIED (2003084118) 10e T.E. (458/334) 10eAPPARENT RELOCATION PORTION OF T.E. (458/334) 10n W.W.E. (2015064752) 10m W.W.E. (2015064751) 10l W.W.E. (2014015558) 10h30' ACCESS ESMT. (1844/392) 10eAPPARENT RELOCATION PORTION OF T.E. (458/334) 10llAPPARENT LOCATION: TEMPORARY EASEMENT (2587/804) 10kkEASEMENT (1873/246) 10jjWASTEWATER LINES EASEMENT (2014015559) 10jjWASTEWATER LINES EASEMENT (2014015559) 10llAPPARENT LOCATION: TEMPORARY EASEMENT (2587/804) GATEWESTBOUND ENTRY RAMP FRONTAGE ROAD POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK 55.4' 43.1' ASPHALT 39.1' AUSTIN LIMITED PURPOSE AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN ETJ HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) N68°50'57"E 590.38' (N68°52'59"E 590.48') S67°32'23"W 830.67' (S67°32'26"W 830.66') S23°21'39"E 1019.22' (S23°21'14"E 1019.48') S26°12'31"E 236.59' (S26°14'32"E 236.37') S25°10'43"E 259.22' (S25°11'46"E 259.44') JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES (1844/392) CONC. DRIVE GRATE INLET GRATE INLET ASPHALT 39.1' N17°54'02"W 987.43' (N17°53'34"W 987.56') N17°54'02"W 333.01' N68°59'52"E 708.02' (N71°07'47"E) S17°54'30"E 1137.92' (S17°53'57"E 1138.11') N84°50'51"E 930.90' (N84°49'42"E 931.16') S10°36'54"E 674.79' (S10°34'57"E 674.90') S10°40'16"E 290.66' (S08°40'E 290.76') S10°37'54"E 417.94' (S10°34'57"E 418.09') S67°32'23"W 830.67' (S67°32'26"W 830.66') C1S65°14'23"W 228.74' (S65°10'58"W 228.67') S68°58'23"W 349.81' (S71°02'W 349.90') S14°38'22"E 217.14' (S12°36'E 217.38') S71°43'06"W 236.96' (S73°51'W 237.65') S80°47'54"W 109.81' (S83°05'W 109.44') N88°00'15"E 325.12' (N87°59'25"E 325.37') L1L2N68°25'02"E 6.22' N57°46'54"E 440.70' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') P.O.B. LOT 1 BLOCK A OF DAVIS SPRINGS SECTION 8A (S/250) (2007099405) THE MOST REVEREND GREGORY M AYMOND, BISHOP OF THE DIOCESE OF AUSTIN, AND HIS SUCCESSORS IN OFFICE 45.20 ACRES (2004087973) PORTION OF 515.915 ACRES STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JOE FREDERICK ENGLAND, TRUSTEE 2.0 ACRES (2014081620) 2.00 ACRES DESCRIBED IN (637/544) TRUSTEE OF THE BASSHAM TRUST (2007099405) GUY POLE GUY POLE GRATE INLET ASPHALT GRATE INLET CONC. DRAINAGE STRUCTURE GRATE INLET GRATE INLET ASPHALT ONE-WAY TRAFFIC WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP MEDIAN ASPH. CURB & GUTTER CURB & GUTTER CONC. DRIVE GRATE INLET GRATE INLET GRATE INLET 48" RCP ASPHALT FRONTAGE ROAD POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK CURB & GUTTER CURB & GUTTER APPROXIMATELY 2633' TO PARMER LANE 55.4' 43.1'CONCRETE DRIVE LDLDBASAM 6"LD3" CEDAR POST IN 28" LIVE OAK 3/8" IN CONCRETE 3/8" IN CONCRETE 3/8" IN CONCRETE 10iiHIGHWAY ACCESS PERMITTED (2003084118) 10iiHIGHWAY ACCESS DENIED (2003084118) (426') 10iiHIGHWAY ACCESS PERMITTED (2003084118) (645') 10iiHIGHWAY ACCESS DENIED (2003084118) 10e T.E. (458/334) 10eAPPARENT RELOCATION PORTION OF T.E. (458/334) 10n W.W.E. (2015064752) 10m W.W.E. (2015064751) 10l W.W.E. (2014015558) 10h30' ACCESS ESMT. (1844/392) 10eAPPARENT RELOCATION PORTION OF T.E. (458/334) 10llAPPARENT LOCATION: TEMPORARY EASEMENT (2587/804) 10kkEASEMENT (1873/246) 10jjWASTEWATER LINES EASEMENT (2014015559) 10jjWASTEWATER LINES EASEMENT (2014015559) 10llAPPARENT LOCATION: TEMPORARY EASEMENT (2587/804) 50.29 124.29 70' ROW 70' ROW 581.28 35.21 35.50 35.21 35.50 672.41 681.42 140.11 33.74 134.58 244.07 172.57 185.93 452.78 539.62 127.41 240.88 201.26 208.00 179.33 75.08 209.91 144.16 144.16 88.16 69.74 101.71 124.29 82.14 14.44 105.13 164.46 164.46 214.77 74.97 36.65 178.41 72.63 508.42 83.56 201.68 Block C LOT 2 8.89 ac. CL rad 1,000' CL rad 500' CL rad 500' CL rad 400' CL rad 300' CL rad 300' CL rad 500' 80' CDS rad 185.58 ROW 129.70 ROW 70' ROW INSPIRE DRIVE 0.66 ac Pond Block E LOT 1 6.25 ac. Block B LOT 5 2.71 ac. Block B LOT 3 4.95 ac. Block B LOT 4 3.30 ac. Block G LOT 4 2.27 ac. Block D LOT 2 8.78 ac. Block G LOT 3 2.96 ac. Block G LOT 6 3.85 ac. Block G LOT 5 1.81 ac. Block C LOT 1 19.62 ac. Block B LOT 6 3.64 ac. Block B LOT 7 11.20ac. CWQZ Block D LOT 1 5.60 ac. Block C LOT 3 3.10 ac. Block G LOT 11 0.86 ac. 353.98 2.34 ac. pond 528.09 260.00 47.01 60.00 33.98 220.98 224.75 49.91 63.98 323.93 223.58 228.46 287.70 63.93 161.23 34.24 167.72 290.00 146.39 160.80 313.19 60.00 208.09 352.65 252.77 527.22 145.18 22.63 169.89 651.04 30.38 335.80 234.40 353.65 821.14 351.76 373.93 30.23 390.54 150.60 431.84 272.12 88.69 411.27 79.26 333.01 708.02 1137.92 265.98 109.75 573.08 290.66 152.35 265.19 19.67 40.45 expanded 2.06 ac. pond expanded (Privateccess easement overlay) 86.85 50.11 68.70 99.85 24.43 75.96 48.32 148.83 64.58 29.51DRAINAGE EASEMENT 15' DRAINAGE EASEMENT 15' DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT 22.86 ac. parkland Drainage Esmt. DRAINAGE EASEMENT 0.81 ac. CWQZ expanded Transferred Land5.73 acres 0.13 ac. CWQZ CWQZ 50.16 70.00DRAINAGE EASMENT FLOODPLAIN EASMENT FLOODPLAIN EASMENT ACCESS EASMENT ACCESS EASMENT FLOODPLAIN EASMENT ACCESS EASMENT ACCESS EASMENT ACCESS EASMENT SUMMER BREEZE WAY (PVT.) HICKORY STICK DRIVE (PVT.) BLOSSOM HILL DRIVE (PVT.) PROPOSED TRAIL EASEMENT 27.5 FT 790ft 106.33 463.71 302.98 115.36 98.69 LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement SIDEWALK BIKE LANE 2 LANES MEDIAN 2 LANES SIDEWALK 90' RIGHT OF WAY CCWQZ Taken Private Parkland CWQZ Replaced Removed Tree Preserved Tree Wetland setback New CWQZ LFEMA Floodplain Wetland setback New CWQZ Match Line Sheet 3 Match Line Sheet 3 Match Line Sheet 2 100 yr Floodplain /CEF Buffer Unencumbered Wetland Buffer PARKLAND CREDIT TABLE CREDIT % ACREAGE (ac.) PARKLAND CREDIT (ac.) TOTAL PARKLAND Ponds 100%50%25%50%7.94 ac. 5.20 ac. 11.36 ac. 4.95 ac. 7.94 ac. 2.60 ac. 2.84 ac. 2.48 ac. 29.45 ac. 15.87 ac. FEMA Floodplain BIKE LANE MEDIAN 90' RIGHT OF WAY TREE & FURNITURE ZONE TRAVEL LANE TRAVEL LANE BUFFER SIDEWALK 2 WAY BIKE LANE MEDIAN TRAVEL LANE SIDEWALK 90' RIGHT OF WAY TREE & FURNITURE ZONE TREE & FURNITURE ZONE TRAVEL LANE TRAVEL LANE TRAVEL LANE BUFFER SIDEWALK BIKE LANE TREE & FURNITURE ZONE TRAVEL LANE TRAVEL LANE BUFFER DECELERATION LANE ACCELERATION LANE CURB FACE SIDEWALK CURB FACE 5.00SH-45OFFRAMP SH-45Off Ramp EXISTING DRIVEWAY Reflector poles (spacing not to scale) to prevent vehicles from accessing driveway #4 from SH-45 Off Ramp Driveway #4 Driveway #4 Driveway #3 Driveway #2 .Driveway #3 S68°18'17"W 841.89' (S68°18'17"W 842.03') N69°12'37"W 545.05' (N69°11'46"W 545.02') N00°07'59"W 275.22' (N00°07'32"W 275.23') N00°09'53"W 981.47' (N00°09'59"W 981.27') N68°46'14"E 1549.15' STATE HIGHWAY 45 SIMPSON RANCH LP ONE-WAY TRAFFIC LDLD5/8"3/8" IN CONCRETE S68°46'14"W 1549.15' 5/8"3/8" IN CONCRETE LDLDLDBA5/8"6"ONE-WAY TRAFFIC S68°18'17"W 841.89' (S68°18'17"W 842.03') N69°12'37"W 545.05' (N69°11'46"W 545.02') N00°07'59"W 275.22' (N00°07'32"W 275.23') N00°09'53"W 981.47' (N00°09'59"W 981.27') N68°46'14"E 1549.15' STATE HIGHWAY 45 SIMPSON RANCH LP ONE-WAY TRAFFIC LDLD5/8"3/8" IN CONCRETE S68°46'14"W 1549.15' 5/8"3/8" IN CONCRETE (S66°17'30"W 110.11') (S68°30'40"W 94.32') (S22°14'13"E 28.00') (N24°24'13"W 238.96') (N64°40'52"E 199.36') CWQZMatch Line Sheet 4 MEDIAN FRONTAGE ROAD LD5/8"AUSTIN LIMITED PURPOSE AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN ETJ F-1F-2F-3F-4 INGRESS AND EGRESS ESMT. (667/315) 10-G (N68°45'30"E 1549.13') REFERENCE TIE S74°25'31"E 105.37' P.O.B. SOUTHERN PACIFIC RAILROAD (100' R.O.W. WIDTH) (33/563) LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) (2011044502) HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) F017GATE ASPHALT MEDIAN ASPH. DRIVE FRONTAGE ROAD 39.5'APPROX 940' TO PARMER LANE ASPHALT DRIVE (S68°45'30"W 1549.13') SPRADDLE CREEK AMENDING PLAT DAVIS SPRINGS PROPERTIES, LTD. (2199/202) F017HOWARD W. BASSHAM & JUDITH K. BASSHAM, GATEUTILITY VAULT APPROX. CL OF CREEK DAVIS SPRINGS SECTION 10-B (S/178&179) DAVIS SPRINGS SECTION 10-A (O/344-345) 150.00 50.00 50.00 100.00 100.00 50.00SURVEY TIE ACROSS SH 45 IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREAW PARMER LANE APPROX. CL OF CREEK MEDIAN FRONTAGE ROAD LD5/8"AUSTIN LIMITED PURPOSE AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN ETJ F-1F-2F-3F-4 INGRESS AND EGRESS ESMT. (667/315) 10-G (N68°45'30"E 1549.13') REFERENCE TIE S74°25'31"E 105.37' P.O.B. SOUTHERN PACIFIC RAILROAD (100' R.O.W. WIDTH) (33/563) LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) (2011044502) HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) F017GATE ASPHALT MEDIAN ASPH. DRIVE FRONTAGE ROAD 39.5'APPROX 940' TO PARMER LANE ASPHALT DRIVE (S68°45'30"W 1549.13') SPRADDLE CREEK AMENDING PLAT DAVIS SPRINGS PROPERTIES, LTD. (2199/202) F017HOWARD W. BASSHAM & JUDITH K. BASSHAM, GATEUTILITY VAULT APPROX. CL OF CREEK DAVIS SPRINGS SECTION 10-B (S/178&179) DAVIS SPRINGS SECTION 10-A (O/344-345) 150.00 50.00 50.00 100.00 100.00 50.00SURVEY TIE ACROSS SH 45 IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREA IMMEDIATE CATCHMENT AREAW PARMER LANE APPROXIMATE ORIGINAL SURVEY LINE PRIVATE ACCESS EASMENT 551.20592.43 70' ROW90' ROW 70' ROW 90' ROW90' ROW 90' ROW 325.99833.83 332.98 259.12 306.30 139.32 551.20 152.24 194.81 127.32 194.8172.14 184.6078.94 176.0743.71 213.11138.57 192.19226.90 715.45930.90 1023.62 35.36 395.20 137.22 136.18 91.26 85.01 32.15 33.99 356.16 46.28 200.77 207.24 245.39 181.38 147.61 147.61 PEARSON MARKET CIRCLE CL rad 1,000' CL rad 300' CL rad 300' CL rad 300' CL rad 300' CL rad 1,000' BANK STREET DAVIS SPRINGS LANE PEARSON MARKET CIRCLEBlock G LOT 9 1.49 ac. Block G LOT 8 3.09 ac. Block G LOT 2 3.16 ac. Block B LOT 1 4.32 ac. Block A LOT 1 6.70ac. Block A LOT 2 10.35 ac. Block B LOT 2 4.99 ac. Block F LOT 1 5.75 ac. Block G LOT 7 3.53 ac. Block G LOT 1 1.58 ac. Block G LOT 10 1.77 ac. 757.24353.98 (Private access easement overlay) 433.30 parkland 295.91 301.65 410.31 166.59 39.58 306.28 60.00 39.33 41.16 239.45 238.33 171.12 37.68 431.64 119.560.95 ac. 59.86 60.01 27.75 174.13 26.65 83.77 60.00 464.10415.75 62.22 18.31 403.07 60.03 88.10 776.33 339.92 268.48 69.51239.78 43.48397.55 386.74 324.48 427.39 545.05 81.94 492.02 35.00560.15 1.70 ac. pond0.43 ac. (Private Access easement overlay) 25.59 25.59 70.22115.13 PRIVATE ACCESS EASMENT 15' DRAINAGE EASMENT DRAINAGE EASMENT DRAINAGE EASMENT 1.58 ac. 35.36INSPIRE DRIVE 115.13 88.77ACCESS EASMENT SPECTRUM DRIVE 147.61 147.61 33.13 147.61 327.99 507.04 25.29 23.73 60.49 62' ROW CL rad 300' Block A LOT 3 2.31 ac. 182.37 489.44 35.33 85.19 78.06 81.72 246.92 510.36 1.94 ac. parkland PROPOSED 20FT ACCESS/ SIDEWALK EASEMENT PEBBLE STREAM DRIVE (PVT.) DRAINAGE EASMENT CURVE TABLE CURVE RADIUS DELTA ARC BEARING CHORD C12844.79' 2°13'02" 110.09' S66°13'40"W 110.08' (RECORD CHORD) LINE TABLE LINEBEARING DISTANCE L1S68°25'02"W 95.48' L2S22°12'41"E 27.72' (RECORD) L3N24°26'47"W 239.07' L4N64°40'25"E 199.26' FEMA Floodplain New CWQZ CEF Natural Buffer CEF Natural BufferCEF Setback CEFNatural Buffer CEF Natural BufferSIDEWALK TRAIL EASMENT TRAIL EASMENT Driveway #1 CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CRITICAL ENVIRONMENTAL FEATURE CWQZ reduced 0.61 ac. CWQZ reduced 0.39 ac. CWQZ expanded 0.19 ac. CWQZ reduced S68°18'17"W 841.89' (S68°18'17"W 842.03') N69°12'37"W 545.05' (N69°11'46"W 545.02') N00°07'59"W 275.22' (N00°07'32"W 275.23') N00°09'53"W 981.47' (N00°09'59"W 981.27') N68°46'14"E 1549.15' (N68°45'30"E 1549.13') N68°50'57"E 590.38' (N68°52'59"E 590.48') S67°32'23"W 830.67' (S67°32'26"W 830.66') S23°21'39"E 1019.22' (S23°21'14"E 1019.48') S26°12'31"E 236.59' (S26°14'32"E 236.37') S25°10'43"E 259.22' (S25°11'46"E 259.44') REFERENCE TIE S74°25'31"E 105.37' T.E. (458/334) 10-E T.E. (458/334) 10-EP.O.B. SOUTHERN PACIFIC RAILROAD (100' R.O.W. WIDTH) (33/563) LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) INGRESS AND EGRESS ESMT. (667/315) 10-G W.W.E. (2014015555) 10-N W.W.E. (2014015556) 10-O W.W.E. (2014015557) 10-P W.W.E. (2014015557) 10-P W.W.E. (2014015557) 10-P W.W.E. (2014015555) 10-NSTATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES (1844/392) SIMPSON RANCH LP (2011044502) HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) F017GATE ASPHALT ONE-WAY TRAFFIC MEDIAN ASPH. DRIVE CONC. DRIVE GRATE INLET GRATE INLET ASPHALT FRONTAGE ROAD 39.5'APPROX 940' TO PARMER LANE 39.1'ASPHALT DRIVE LDLD5/8"3/8" IN CONCRETE S68°46'14"W 1549.15' (S68°45'30"W 1549.13') N17°54'02"W 987.43' (N17°53'34"W 987.56') N17°54'02"W 333.01' N68°59'52"E 708.02' (N71°07'47"E) S17°54'30"E 1137.92' (S17°53'57"E 1138.11') N84°50'51"E 930.90' (N84°49'42"E 931.16') S10°36'54"E 674.79' (S10°34'57"E 674.90') S10°40'16"E 290.66' (S08°40'E 290.76') S10°37'54"E 417.94' (S10°34'57"E 418.09') S67°32'23"W 830.67' (S67°32'26"W 830.66') C1S65°14'23"W 228.74' (S65°10'58"W 228.67') S68°58'23"W 349.81' (S71°02'W 349.90') S14°38'22"E 217.14' (S12°36'E 217.38') S71°43'06"W 236.96' (S73°51'W 237.65') S80°47'54"W 109.81' (S83°05'W 109.44') N88°00'15"E 325.12' (N87°59'25"E 325.37') L1L2N68°25'02"E 6.22' N57°46'54"E 440.70' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') P.O.B. T.E. (458/334) 10-E PORTION OF T.E. (458/334) 10-E LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) (2007099405) THE MOST REVEREND GREGORY M AYMOND, BISHOP OF THE DIOCESE OF AUSTIN, AND HIS SUCCESSORS IN OFFICE 45.20 ACRES (2004087973) DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES (2199/202) WESTERN CLUSTERS CONDOMINIUMS (2016067348) LOT 2 BLOCK R PEARSON PLACE SECTION FIVE (2015051028) STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JOE FREDERICK ENGLAND, TRUSTEE 2.0 ACRES (2014081620) 2.00 ACRES DESCRIBED IN (637/544) PORTION OF T.E. (458/334) 10-E F017HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) GUY POLE GUY POLE GATEUTILITY VAULT GRATE INLET ASPHALT GRATE INLET CONC. DRAINAGE STRUCTURE GRATE INLET GRATE INLET ASPHALT ONE-WAY TRAFFIC WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP MEDIAN ASPH. CURB & GUTTER CURB & GUTTER CONC. DRIVE GRATE INLET GRATE INLET GRATE INLET 48" RCP ASPHALT FRONTAGE ROAD APPROX. CL OF CREEK POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK CURB & GUTTER CURB & GUTTER APPROXIMATELY 2633' TO PARMER LANE 55.4' 43.1'CONCRETE DRIVE LDLDBASAM5/8"3/8" IN CONCRETE 6"LD3" CEDAR POST IN 28" LIVE OAK 3/8" IN CONCRETE 3/8" IN CONCRETE 3/8" IN CONCRETE S68°18'17"W 841.89' (S68°18'17"W 842.03') N69°12'37"W 545.05' (N69°11'46"W 545.02') N00°07'59"W 275.22' (N00°07'32"W 275.23') N00°09'53"W 981.47' (N00°09'59"W 981.27') N68°46'14"E 1549.15' (N68°45'30"E 1549.13') N68°50'57"E 590.38' (N68°52'59"E 590.48') S67°32'23"W 830.67' (S67°32'26"W 830.66') S23°21'39"E 1019.22' (S23°21'14"E 1019.48') S26°12'31"E 236.59' (S26°14'32"E 236.37') S25°10'43"E 259.22' (S25°11'46"E 259.44') REFERENCE TIE S74°25'31"E 105.37' T.E. (458/334) 10-E T.E. (458/334) 10-EP.O.B. SOUTHERN PACIFIC RAILROAD (100' R.O.W. WIDTH) (33/563) LOT 1 BLOCK A MUSTANG RANCH SUBDIVISION (R/102) LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) INGRESS AND EGRESS ESMT. (667/315) 10-G W.W.E. (2014015555) 10-N W.W.E. (2014015556) 10-O W.W.E. (2014015557) 10-P W.W.E. (2014015557) 10-P W.W.E. (2014015557) 10-P W.W.E. (2014015555) 10-NSTATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES (1844/392) SIMPSON RANCH LP (2011044502) HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) F017GATE ASPHALT ONE-WAY TRAFFIC MEDIAN ASPH. DRIVE CONC. DRIVE GRATE INLET GRATE INLET ASPHALT FRONTAGE ROAD 39.5'APPROX 940' TO PARMER LANE 39.1'ASPHALT DRIVE LDLD5/8"3/8" IN CONCRETE S68°46'14"W 1549.15' (S68°45'30"W 1549.13') N17°54'02"W 987.43' (N17°53'34"W 987.56') N17°54'02"W 333.01' N68°59'52"E 708.02' (N71°07'47"E) S17°54'30"E 1137.92' (S17°53'57"E 1138.11') N84°50'51"E 930.90' (N84°49'42"E 931.16') S10°36'54"E 674.79' (S10°34'57"E 674.90') S10°40'16"E 290.66' (S08°40'E 290.76') S10°37'54"E 417.94' (S10°34'57"E 418.09') S67°32'23"W 830.67' (S67°32'26"W 830.66') C1S65°14'23"W 228.74' (S65°10'58"W 228.67') S68°58'23"W 349.81' (S71°02'W 349.90') S14°38'22"E 217.14' (S12°36'E 217.38') S71°43'06"W 236.96' (S73°51'W 237.65') S80°47'54"W 109.81' (S83°05'W 109.44') N88°00'15"E 325.12' (N87°59'25"E 325.37') L1L2N68°25'02"E 6.22' N57°46'54"E 440.70' S67°43'05"W 1426.94' (S67°43'56"W 1426.95') P.O.B. T.E. (458/334) 10-E PORTION OF T.E. (458/334) 10-E LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A (S/250) (2007099405) THE MOST REVEREND GREGORY M AYMOND, BISHOP OF THE DIOCESE OF AUSTIN, AND HIS SUCCESSORS IN OFFICE 45.20 ACRES (2004087973) DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES (2199/202) WESTERN CLUSTERS CONDOMINIUMS (2016067348) LOT 2 BLOCK R PEARSON PLACE SECTION FIVE (2015051028) STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (1587/258) (1592/352) (1592/357) (2003084118) (2006105739) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES (2012056980) JOE FREDERICK ENGLAND, TRUSTEE 2.0 ACRES (2014081620) 2.00 ACRES DESCRIBED IN (637/544) PORTION OF T.E. (458/334) 10-E F017HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST (2007099405) GUY POLE GUY POLE GATEUTILITY VAULT GRATE INLET ASPHALT GRATE INLET CONC. DRAINAGE STRUCTURE GRATE INLET GRATE INLET ASPHALT ONE-WAY TRAFFIC WESTBOUND ENTRY RAMP WESTBOUND ENTRY RAMP MEDIAN ASPH. CURB & GUTTER CURB & GUTTER CONC. DRIVE GRATE INLET GRATE INLET GRATE INLET 48" RCP ASPHALT FRONTAGE ROAD APPROX. CL OF CREEK POND APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK CURB & GUTTER CURB & GUTTER APPROXIMATELY 2633' TO PARMER LANE 55.4' 43.1'CONCRETE DRIVE LDLDBASAM5/8"3/8" IN CONCRETE 6"LD3" CEDAR POST IN 28" LIVE OAK 3/8" IN CONCRETE 3/8" IN CONCRETE 3/8" IN CONCRETE KEY PLAN : : M A 9 3 6 2 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K TYPICAL ROAD SECTION 90' RIGHT OF WAY ' ' 2 2 9 9 . . 7 7 3 3 1 1 1 1 E E " " 0 0 3 3 4 4 5 5 ° ° 7 7 1 1 S S ) ) ' ' 1 1 1 1 . . 8 8 3 3 1 1 1 1 E E " " 7 7 5 5 3 3 5 5 ° ° 7 7 1 1 S S ( ( ' ' ' ' 1 1 3 7 . 9 2 Wetland setback POND POND POND POND THE MOST REVEREND GREGORY M AYMOND, THE MOST REVEREND GREGORY M AYMOND, BISHOP OF THE DIOCESE OF AUSTIN, BISHOP OF THE DIOCESE OF AUSTIN, AND HIS SUCCESSORS IN OFFICE AND HIS SUCCESSORS IN OFFICE 45.20 ACRES 45.20 ACRES (2004087973) (2004087973) BA BA BA BA D rain a g e E s m t. N68°59'52"E 708.02' N68°59'52"E 708.02' (N71°07'47"E) (N71°07'47"E) 708.02 6" 6" 6" 6" Block B LOT 7 11.20ac. CWQZ P P P P R R O O X. C X. C L O L O F C F C R R E E E E K K A A A C C E S S E A S M E N T DAVIS SPRINGS PROPERTIES, LTD. DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES PORTION OF 515.915 ACRES (2199/202) (2199/202) FEMA Floodplain REEK REEK REEK REEK OX. CL OF C OX. CL OF C OX. CL OF C OX. CL OF C APPR APPR APPR APPR New CWQZ ' ' 1 1 0 0 . . 3 3 3 3 3 3 3 3 3 W W . 0 " " 1 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ' ' 79.26 SAM SAM 1 4 . 4 4 3 9 0 . 5 4 ' ' 3 3 4 4 . . 7 7 8 8 9 9 W W " " 2 2 0 0 4 4 5 5 ° ° 7 7 1 1 N N ) ) ' ' 6 6 5 5 . . 7 7 8 8 9 9 W W " " 4 4 3 3 3 3 5 5 ° ° 7 7 1 1 N N ( ( ' ' ' ' 4 3 1 . 8 4 272.12 2 2 . 6 3 1 1 0 0 m m W W . . W W . . E E . . ( ( Block B LOT 5 2.71 ac. Block B LOT 6 3.64 ac. D R A I N A G E E A S E M E N T 4 1 1 . 2 7 I D R A N A G E E A S E M E N T 8 8.6 9 1 3 4 . 5 8 80' CDS rad A C C ESS EAS M E NT 1 6 9 . 8 9 F L O O D P L A I N E A S M E N T APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK F L O O D P L A I N E A S M E 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIV E O A K LIV E O A K 109.75 S80°47'54"W S80°47'54"W 109.81' 109.81' (S83°05'W (S83°05'W 109.44') 109.44') 265.98 S71°43'06"W 236.96' S71°43'06"W 236.96' (S73°51'W 237.65') (S73°51'W 237.65') N T 3 3.7 4 2 2 0 0 1 1 5 5 0 0 6 6 4 4 7 7 5 5 1 1 ) ) 2 4 4 . 0 7 1 4 0 . 1 1 5 0 . 2 9 3 0 . 3 8 ' ' 4 4 1 1 . . 7 7 1 1 2 2 E E " " 2 2 2 2 8 8 3 3 ° ° 4 4 1 1 S S ) ) ' ' 8 8 3 3 . . 7 7 1 1 2 2 E E 6 6 3 3 ° ° 2 2 1 1 S S ( ( ' ' ' ' C L r a d 5 0 0 ' 4 3 . 7 1 E V I R D E R I P S N I 1 4 5 . 1 8 6 7 2 . 4 1 6 8 1 . 4 2 6 5 1 . 0 4 New CWQZ LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) (2007099405) (2007099405) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) i M a t c h L n e S h e e t 2 i M a t c h L n e S h e e t 3 N68°50'57"E 590.38' N68°50'57"E 590.38' (N68°52'59"E 590.48') (N68°52'59"E 590.48') 560.15 Block B LOT 3 4.95 ac. CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT 252.77 S68°58'23"W 349.81' S68°58'23"W 349.81' (S71°02'W 349.90') (S71°02'W 349.90') 1 5 0 . 6 0 30.23 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 GUY POLE GUY POLE 3 9 7 . 5 5 5 2 7 . 2 2 Block B LOT 4 3.30 ac. 7 0 ' R O W 22.86 ac. parkland 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) Block C LOT 1 N LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS Match Line Sheet 4 Match Line Sheet 3 APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK APPROX. CL OF CREEK FEMA Floodplain N84°50'51"E 930.90' N84°50'51"E 930.90' (N84°49'42"E 931.16') (N84°49'42"E 931.16') 930.90 Transferred Land 5.73 acres LD LD LD LD T N E M E S A E E G A A I N R D ( 2 0 1 4 0 1 5 5 5 8 ) ( 2 0 1 4 0 1 5 5 5 8 ) W . W . E . W . W . E . 1 0 l 1 0 l K K K K E E E E E E E E R R R R C C C C F F F F O O O O L L L L C C C C F L O O D P L PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER AIN E X X X X O O O O R R R R P P P P P P P P A A A A 4 . . . . A S M E N T ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans which do not comply with the Code current at the time of filing and require Building permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME SUBDIVISION PLAN-3 SHEET 4 OF 13 SIDEWALK TREE & BIKE LANE FURNITURE ZONE R E F F U B SCALE: 1"=10' TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE MEDIAN R E F F U B BIKE LANE TREE & SIDEWALK FURNITURE ZONE 0 50 25 75 100 SCALE: 1" = 100' 100 200 300 C14-2019-0068 ZONING LEGEND: Critical Water Quality Zone Creek Center line FEMA Floodplain Wetlands Setback Wetlands Boundary CEF Natural Buffer Drainage Easement Wastewater Easement Required park area for units is based on the calculation established in LDC 25-1-602(G)(1). This park calculation is not a limitation on future development density. MF acreage not to exceed 40.51 acres unless further parkland area is dedicated or the fee in lieu is paid per section 25-1-602 of the LDC. BA BA BA BA D rain a g e E s m t. 6" 6" 6" 6" DAVIS SPRINGS PROPERTIES, LTD. DAVIS SPRINGS PROPERTIES, LTD. PORTION OF 515.915 ACRES PORTION OF 515.915 ACRES (2199/202) (2199/202) FEMA Floodplain Block B LOT 7 11.20ac. CWQZ A C C E S S E A S M E N T Unencumbered 100% 7.94 ac. 7.94 ac. Wetland setback PARKLAND CREDIT TABLE CREDIT % ACREAGE (ac.) PARKLAND CREDIT (ac.) 100 yr Floodplain /CEF Buffer 50% 5.20 ac. 2.60 ac. Wetland Buffer 25% 11.36 ac. 2.84 ac. * Ponds 50% 4.95 ac. 2.48 ac. *Parkland requirements will be revised subject to changes in pond sizes. TOTAL PARKLAND 29.45 ac. 15.87 ac. LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) New CWQZ LOT 1 BLOCK A LOT 1 BLOCK A SPRADDLE CREEK AMENDING PLAT SPRADDLE CREEK AMENDING PLAT OF DAVIS SPRINGS SECTION 8A OF DAVIS SPRINGS SECTION 8A (S/250) (S/250) (2007099405) (2007099405) HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, HOWARD W. BASSHAM & JUDITH K. BASSHAM, TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST TRUSTEE OF THE BASSHAM TRUST (2007099405) (2007099405) (2007099405) (2007099405) SAM SAM Block B LOT 6 3.64 ac. F L O O D P L A I N E A S M E N T A C C ESS EAS M E NT 1 3 4 . 5 8 80' CDS rad F L O O D P L A I N E A S M E N T 3" C E D A R P O ST IN 28" 3" C E D A R P O ST IN 28" LIV E O A K LIV E O A K 1 1 0 0 m m W W . . W W . . E E . . ( ( 2 2 0 0 1 1 Block B LOT 5 2.71 ac. 5 5 0 0 6 6 4 4 7 7 5 5 1 1 ) ) 2 4 4 . 0 7 3 3.7 4 1 4 0 . 1 1 C L r a d 5 0 0 ' 4 3 . 7 1 5 0 . 2 9 E V I R D E R I P S N I CEF Natural Buffer F-4 F-4 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5 5 0 0 . . 0 0 0 0 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 0 0 0.0 0.0 5 5 1 1 Block B LOT 2 4.99 ac. Block B LOT 3 4.95 ac. CEF Setback 10ll 10ll APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT (2587/804) (2587/804) Block B LOT 4 3.30 ac. 7 0 ' R O W 3/8" IN C O N C R ETE 3/8" IN C O N C R ETE E E T T E E R R C C N N O O C C N N I I " " 8 8 / / 3 3 6 7 2 . 4 1 6 8 1 . 4 2 New CWQZ 22.86 ac. parkland 10n W.W.E. (2015064752) 10n W.W.E. (2015064752) 6 C 2 0 . 4 9 L 5 r . 2 a 2 3 . 7 9 d 3 0 3 0 ' IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 0 0 0.0 0.0 5 5 F-1 F-1 S P E 1 8 2 . 3 7 C T R U M D 5 1 5 0 0 . 3 6 R I V 7 . 0 4 E 6 2 ' R O W 3 2 7 . 9 9 CRITICAL CRITICAL ENVIRONMENTAL ENVIRONMENTAL 1.94 ac. parkland FEATURE FEATURE F-2 F-2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT CRITICAL CRITICAL AREA AREA ENVIRONMENTAL ENVIRONMENTAL FEATURE FEATURE 1 1 0 0 0 0 . . 0 0 0 0 CEF Natural Buffer Block A LOT 3 2.31 ac. CEF Natural Buffer Block B LOT 1 4.32 ac. CWQZ MUSTANG RANCH SUBDIVISION MUSTANG RANCH SUBDIVISION LOT 1 LOT 1 BLOCK A BLOCK A (R/102) (R/102) SIMPSON RANCH LP SIMPSON RANCH LP (2011044502) (2011044502) Block A LOT 2 10.35 ac. 1 7.6 4 1 ' 0 0 3 d a r L C 2 4 5 . 3 9 1 8 1 . 3 8 9 0 ' R O W 2 0 0 . 7 7 2 0 7 . 2 4 T N E M S A AIL E R T T N E M E S A AIL E R D T E S O P O R P T N E M S A AIL E R T A A U U A A S S U U T T I I N N L L I I S S T T I I N N E E T T J J M M I I T T E E D D P P U U R R P P O O S S E E P R O P O S E D 2 0 F T A C C E S S / S I D E W A L K E A S E M E N T S S O O U U T T H H ( ( 1 1 0 0 E E R R 0' 0' R R . . N N P P O O . . W W . . A A C C I I F F I I W W I I D D T T C C H H R R ) ( ) ( 3 3 A A I I L L 3 3 / / 5 5 R R O O 6 6 3 3 ) ) A A D D DAVIS SPRINGS SECTION 10-A DAVIS SPRINGS SECTION 10-A (O/344-345) (O/344-345) APPROXIMATE ORIGINAL SURVEY LINE Block A LOT 1 6.70ac. INGRESS AND EGRESS INGRESS AND EGRESS ESMT. ESMT. (667/315) 10-G (667/315) 10-G P.O.B. P.O.B. F017 F017 1 7 . 6 4 1 33.13 0 ' 0 d 3 L r a C 1 7 . 6 4 1 1 7.6 4 1 1 7.6 4 1 CEF Natural Buffer 9 . 1 2 5 1.58 ac. parkland 2 IMMEDIATE IMMEDIATE CATCHMENT CATCHMENT AREA AREA 5 5 0.0 0.0 0 0 Block G LOT 1 1.58 ac. F-3 F-3 100.00 100.00 ENVIRONMENTAL ENVIRONMENTAL CRITICAL CRITICAL FEATURE FEATURE 90' ROW PEARSON MARKET CIRCLE 551.20 551.20 139.32 CL rad 1,000' 127.32 194.81 194.81 78.94 CL rad 1,000' 72.14 90' ROW Block G LOT 2 3.16 ac. T.) V E (P RIV L D M HIL Block G LOT 3 2.96 ac. Block G LOT 9 1.49 ac. (Private access easement overlay) Block G LOT 10 1.77 ac. (Private Access easement overlay) O S S O L B SUMMER BREEZE WAY (PVT.) JEFFREY BANKS AND IVALENE JEFFREY BANKS AND IVALENE PEARSON BANKS AS TRUSTEE PEARSON BANKS AS TRUSTEE FOR BRIAN ELAM BANKS AND FOR BRIAN ELAM BANKS AND FOR KYLE JEFFREY BANKS FOR KYLE JEFFREY BANKS PORTION OF 295.73 ACRES PORTION OF 295.73 ACRES (1844/392) (1844/392) 3/8" IN CONCRETE 3/8" IN CONCRETE 592.43 581.28 Block G LOT 4 2.27 ac. 3 5 . 5 0 1 5 .2 3 1 5 .2 3 3 5 . 5 0 1 2 7 . 4 1 1 3 8 . 5 7 185.93 172.57 E E T T E E R R C C N N O O 3 / 8 " I N C 3 / 8 " I N C 6 1.2 0 2 0' 0 d 5 L ra C 8 0.8 4 2 ) . T V P ( E V I R D K C I T S Y R O K . C c I H a 6 ) y 8 a l r . e 0 v o 1 t n 1 e m T e s O a e L s s e G c c e t k a v c i r o P 10ll 10ll ( l B (2587/804) (2587/804) 70' ROW 201.68 178.41 10kk 10kk EASEMENT EASEMENT (1873/246) (1873/246) APPARENT LOCATION: APPARENT LOCATION: TEMPORARY EASEMENT TEMPORARY EASEMENT 508.42 83.56 CL rad 500' 72.63 Block G LOT 6 3.85 ac. LD LD LD LD LD LD LD LD LD LD LD LD Block E LOT 1 6.25 ac. 10e 10e APPARENT RELOCATION APPARENT RELOCATION PORTION OF T.E. PORTION OF T.E. (458/334) (458/334) P.O.B. P.O.B. 3/8" IN C 3/8" IN C O O Block G LOT 5 1.81 ac. T T E E E E N N R R C C W O RIVE 90' R 179.33 208.00 INSPIRE D 6 5.3 1 1 75.08 1 9 . 5 2 2 0 9 . 9 1 AUSTIN ETJ AUSTIN ETJ 9 8 . 6 9 AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE 129.70 ROW 3 6 . 6 5 7 4 . 9 7 E C A 2 F 1 B R 4 U C . 7 7 5.00 K L A W E D I S E C A F B R U C 2 2 6 . 9 0 70.00 10e T.E. (458/334) 10e T.E. (458/334) 185.58 ROW ACCELERATION LANE DECELERATION LANE Block G LOT 8 3.09 ac. P E B B L E S T R E A M D R V E I ( P V T . ) Block G LOT 7 3.53 ac. I P R V A T E A C C E S S E A S M E N T I P R V A T E A C C E S S E A S M E N T 4 6 . 2 8 C L r a d 3 0 0 ' 3 2.1 5 33.99 137.22 136.18 91.26 CL rad 1,000' 85.01 70' ROW 395.20 BANK STREET 3 5.3 6 5.3 6 3 1023.62 AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block F LOT 1 5.75 ac. 3 5 6 . 1 6 3 2 5 . 9 9 2 5 . 5 9 7 0 . 2 2 7 0 2 5 . 5 9 ' D A V R O W I C L S r a d S P R 3 0 0 ' I 8 8 . 7 7 1 1 5 . 1 3 1 1 5 . 1 3 N G S F017 F017 L A N E 6 8 . 7 0 5 0 . 1 1 8 6 . 8 5 5 0 . 1 6 SURVEY TIE ACROSS SH 45 SURVEY TIE ACROSS SH 45 STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) Block D LOT 2 8.78 ac. 10h 10h 30' ACCESS ESMT. 30' ACCESS ESMT. (1844/392) (1844/392) Block D LOT 1 5.60 ac. 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) STATE HIGHWAY 45 STATE HIGHWAY 45 (R.O.W. WIDTH VARIES) (R.O.W. WIDTH VARIES) (1587/258) (1587/258) (1592/352) (1592/352) (1592/357) (1592/357) (2003084118) (2003084118) (2006105739) (2006105739) LAND STRATEGIES INC. 1983 - 2020 37 YEARS OF EXCELLENCE 1010 LAND CREEK CV. SUITE 100 AUSTIN,TX. 78746 PH: (512) 328-6050 FAX: (512) 328-6172 EMAIL: LSI@LSIaustin.COM DRE STE EG I A P R EP CAA NDS L U L W . LIN E A R C H H I T A N E C T S T A T E 1.24.2020 917 O F X E T SA NOTES: 1. T S E W H C N A R N O S R A E P 7 1 7 8 7 X T N I T S U A 2 6 R R 0 2 3 4 1 1 0 . 9 0 8 1 : # I S L REVISIONS N Block C LOT 1 19.62 ac. A 9 . 6 4 5 2 R 2 . 7 8 C K L r E a T d 4 0 0 ' C I R C L E 1 4 4 . 1 6 1 4 4 . 1 6 8 8 . 1 6 C L r a d 3 0 0 ' 6 9 . 7 4 PEA R S O 7 0' O R N M W 5 3 T N E M S A S E S E C C A A C C E S S E A S M E N T Block C LOT 2 8.89 ac. JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) FEMA Floodplain Transferred Land 5.73 acres LD LD LD LD 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) 1 0 l W . W . E . ( 2 0 1 4 0 1 5 5 5 8 ) F L O O D P L AIN E A S M E N T A C C E S S E A S M E N T D R AI N A G E E A S M E N T Wetland setback A C C E S S E A S M E N T FEMA Floodplain New CWQZ JOE FREDERICK JOE FREDERICK ENGLAND, TRUSTEE ENGLAND, TRUSTEE 2.0 ACRES 2.0 ACRES (2014081620) (2014081620) 2.00 ACRES 2.00 ACRES DESCRIBED IN DESCRIBED IN (637/544) (637/544) JME-JFE MANAGEMENT LLC (1%) JME-JFE MANAGEMENT LLC (1%) JME-JFE LIMITED PARTNERSHIP (99%) JME-JFE LIMITED PARTNERSHIP (99%) 27.030 ACRES 27.030 ACRES (2012056980) (2012056980) 1 2 4 . 2 9 1 2 4 . 2 9 8 2 . 1 4 1 0 5 . 1 3 C L r a d 3 0 0 ' 10e 10e 1 6 4 APPARENT RELOCATION APPARENT RELOCATION 1 6 PORTION OF T.E. PORTION OF T.E. 4 4 6 (458/334) (458/334) 4 6 . . AUSTIN ETJ AUSTIN ETJ AUSTIN LIMITED PURPOSE AUSTIN LIMITED PURPOSE Block C LOT 3 3.10 ac. 10jj 10jj WASTEWATER LINES EASEMENT WASTEWATER LINES EASEMENT (2014015559) (2014015559) LD LD 0 75 100 SCALE: 1" = 150' 150 300 450 PRELIMINARY SUBDIVISION APPROVAL SHEET _____ OF __13__ FILE NUMBER_C8-2019-0057_ APPLICATION DATE__APRIL 12, 2019___ APPROVED BY (PC) (ZAP) ON _________________ EXPIRATION DATE (LDC 25-4-62)____________________ CASE MANAGER 5 ________________________________ Joey de la Garza, for: Denise Lucas, Acting Director, Development Services Department Final plats must be recorded by the expiration Date. Subsequent Site Pans which do not comply with the Code current at the time of filing and require Building permits or notice of construction (if a building permit is not required), must also be approved prior to the Project Expiration Date. SET ISSUED 04.12.2019 DRAWN BY JA, ML, DD SHEET NAME PARKS & DRAINAGE SHEET 5 OF 13 C14-2019-0068 ZONING : : M A 8 1 7 2 9 0 2 0 2 / 4 2 / 1 , g w d . ) 5 e s n o p s e R t n e m m o C ( 4 0 t e S t e e h S P S P 1 0 9 0 8 1 \ l a t t i . m b u S l a m r o F \ n a P m l i l e r P \ G W D \ 9 0 8 1 \ 0 5 8 1 - 1 0 8 1 \ A T A D \ : K