B-19 (C8J-2018-0091.2A - Turners Crossing North Phase 2).pdf — original pdf

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SUBDIVISION REVIEW SHEET Z.A.P. DATE: 12/8/2020 CASE NO.: C8J-2018-0091.2A SUBDIVISION NAME: Turners Crossing North Phase 2 AREA: 126.971 acres OWNER/APPLICANT: Meritage Homes of Texas, LLC (Matthew Scrivener) AGENT: Kimley-Horn and Associates, Inc. (Jacob Kondo) ADDRESS OF SUBDIVISION: Approx. FM 1327 at N Turnersville Road GRIDS: G-8 WATERSHED: Rinard Creek COUNTY: Travis LOT(S): 305 JURISDICTION: 2-Mile ETJ MUD: N/A EXISTING ZONING: N/A PROPOSED LAND USE: Single Family, Commercial, Drainage, Landscape, Park ADMINISTRATIVE WAIVERS: N/A VARIANCES: None SIDEWALKS: Sidewalks will be provided on all internal streets. DEPARTMENT COMMENTS: The request is for approval with conditions of Turners Crossing North Phase Two Subdivision consisting of 305 lots on 126.971 acres. Water and wastewater will be provided by the City of Austin. STAFF RECOMMENDATION: The staff recommends approval with conditions of this final plat. The attached report details the conditions and the plat will be back for final approval when conditions are clear. ZONING AND PLATTING COMMISSION ACTION: CASE MANAGER: Sarah Sumner Email address: sarah.sumner@traviscountytx.gov PHONE: 512-854-7687 1 1 of 10B-19Turner’s Crossing North Phase 2 Location Map 2 of 10B-19TRAVIS COUNTY CONSUMER PROTECTION NOTICE FOR HOMEBUYERS IF YOU ARE BUYING A LOT OR HOME, YOU SHOULD DETERMINE WHETHER IT IS INSIDE OR OUTSIDE THE CITY LIMITS. THIS CAN AFFECT THE ENJOYMENT AND VALUE OF YOUR HOME. DEPENDING ON STATE LAW AND OTHER FACTORS, LAND OUTSIDE THE CITY LIMITS MAY BE SUBJECT TO FEWER LOCAL GOVERNMENT CONTROLS OVER THE DEVELOPMENT AND USE OF LAND THAN INSIDE THE CITY LIMITS. THE SUBDIVISION'S RESTRICTIVE COVENANTS MAY CREATE PRIVATELY ENFORCEABLE RESTRICTIONS AGAINST INCOMPATIBLE LAND USES WITHIN THE SUBDIVISION, WHETHER IT IS INSIDE OR OUTSIDE THE CITY LIMITS. DEPENDING ON STATE LAW AND OTHER FACTORS, HOWEVER, OUTSIDE THE CITY LIMITS NEITHER PRIVATE NOR GOVERNMENTAL RESTRICTIONS MAY BE AVAILABLE TO (1) RESTRICT EITHER THE NATURE OR EXTENT OF DEVELOPMENT NEAR THE SUBDIVISION, OR (2) PROHIBIT LAND USES NEAR THE SUBDIVISION THAT ARE INCOMPATIBLE WITH A RESIDENTIAL NEIGHBORHOOD. NORTH PHASE 2 PROJECT LOCATION F.M. 1327 I T U R N E R S V L L E R O A D N . PHASE 1 S T A T E HIG H W A Y 45 OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P STENDAHL, R.P.L.S. TURNER'S CROSSING NORTH FINAL PLAT - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale Drawn by Checked by 1" = 2000' ZKP APS Date 2/27/20 Project No. Sheet No. 067783111 1 OF 8 C8J-2018-0091.2A VICINITY MAP SCALE: 1" = 2,000' Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 4 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P \ I . \ G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ \ I \ : K : E M A N G W D 3 of 10B-19C1 1.025 ACRE R.O.W. DEDICATION TO NORTH TURNERSVILLE ROAD BLOCK A LOT 57 372,543 SF COMMERCIAL LOT 100' ELECTRIC TRANSMISSION LINE EASEMENT VOL. 1061, PG. 150 DRTC 100' LCRA - CITY OF AUSTIN ELECTRIC TRANSMISSION EASEMENT VOL 1061, PG. 150 ' 1 9 . 7 5 6 1 ' W " 7 2 4 1 ° 2 N ' 2 5 . 9 4 6 1 ' W " 7 2 4 1 ° 2 N E H O E H O E H O E H O ' 7 5 . 1 3 4 ' E " 0 1 8 2 ° 8 N E H O E H O BLOCK A LOT 58 180,510 SF DRAINAGE, WATER QUALITY, P.U.E. & LANDSCAPE LOT DRAINAGE EASEMENT DOC NO. 2020080619 OPRTC 0' 5.0 4 S70°59'09"E 108.06' 38 C 8 1 C 1 9 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 N70°59'09"W 130.47' 0' 0.0 0 9 E " 1 0'5 0 ° 9 1 N 7' 4.2 4 7 E " 1 0'5 0 ° 9 1 N S70°59'09"E 125.00' 37 S70°59'09"E 125.00' 36 S70°59'09"E 125.00' 35 S70°59'09"E 125.00' A 34 S70°59'09"E 125.00' 33 S70°59'09"E 125.00' 32 S70°59'09"E 125.00' 31 S70°59'09"E 125.00' 30 S70°59'09"E 125.00' 29 S70°59'09"E 125.00' 28 S70°59'09"E 125.00' 27 S70°59'09"E 125.00' 26 S70°59'09"E 125.00' 25 S70°59'09"E 125.00' 24 S70°59'09"E 125.00' A 23 S70°59'09"E 125.00' 22 S70°59'09"E 125.00' 21 S70°59'09"E 125.00' 20 S70°59'09"E 125.00' 19 125.00' 185.00' 0' R.O.W.) D (5 4' 1.4 A 4 9 O K R W " 1 R 0'5 O 0 W ° 9 1 Y S AIR D 8 120.00' N70°59'09"W B 4 120.00' N70°59'09"W 3 120.00' N70°59'09"W 9 120.00' N70°59'09"W 6 120.00' N70°59'09"W 5 120.00' N70°59'09"W 120.00' N70°59'09"W 0' 7.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 4' 6.4 2 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 50.00' 0' 7.0 4 0' 7.0 4 0' 7.0 4 0' 7.0 4 0' 7.0 4 0' 7.0 4 0' 7.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 6' 6.1 3 0' 7.0 4 0' 7.0 4 0' 5.0 4 0' 7.0 4 0' 7.0 4 50.0' 7 18 0' 5.0 4 0' 7.0 4 0' 7.0 4 0' 4.6 1 4 E " 0 0'5 0 ° 9 1 N S70°59'09"E L14 2 120.00' 170.00' 1 0' 7.0 4 D A O K R 0' R.O.W.) R O W Y AIR D (5 11 10 23 SPRING STAR TRAIL (50' R.O.W.) TURNER'S CROSSING 13 NORTH - PHASE 1 12 DOC#______________ 14 OPRTC C 15 E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O E H O 3' 5.9 2 3 W " 1 0'5 0 ° 9 1 S E H O E H O 0' 5.0 4 60.00' 0' 5.0 4 S70°59'09"E T O E L S E P R A C C 4 A S D N 6 1.2 A 7-L 1 16 A 15 14 13 12 1.025 ACRE R.O.W. DEDICATION TO NORTH TURNERSVILLE ROAD D D A A O O R R E E L L L L I I V V S S R R E E N N R R U U T T . . N N I I H H T T D D W W E E L L B B A A R R A A V V I I 9 9 1 1 7 7 - - 8 8 1 1 7 7 S S E E G G A A P P , , 4 4 K K O O O O B B D D A A O O R R C C C C C C T T A F O R E D N A M E R I . S E R C A 4 4 5 2 3 1 D E L L A C 1 T C A R T . D T L , I S E T R E P O R P H C N A R P E E H 3 5 3 6 3 0 4 0 0 2 . O N . C O D . . . C T R P O . . Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved 60.3' E H O E H O L15 LA PATRONA LOTS 6 & 7 DOC. NO. 2000091452 O.P.R.T.C. LOT 7 LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET USED TO SHOW GEOMETRIC BREAKS 1/2" IRON ROD FOUND W/ CAP TEXAS DEPARTMENT OF TRANSPORTATION OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS TRAVIS COUNTY COMMISSIONER'S COURT SHEET 2 IRFC TXDOT OPRTC TCCC DRTC P.O.B. R.O.W. D.E. S.D.E. W.W.E. DEED RECORDS OF TRAVIS COUNTY POINT OF BEGINNING RIGHT OF WAY DRAINAGE EASEMENT SIGHT DISTANCE EASEMENT WASTEWATER EASEMENT SIDEWALK CEF BUFFER WETLAND CRITICAL FEATURE CREEK CENTERLINE MATCH LINE TURNERS PHASE 1 LOT LINE PHASE 2 BOUNDARY LINE RIGHT-OF-WAY CENTER LINE RIGHT-OF-WAY LINE PHASE 2 LOT LINE DRAINAGE EASEMENT FEMA A ZONE SHEET 3 SHEET 4 BENCHMARK ELECTRIC TRANSMISSION TOWER FILL SLOPE EASEMENT SHEET KEY: NOT TO SCALE NORTH SANTIGO DEL VALLE SURVEY, ABSTRACT NO. 24 GRAPHIC SCALE IN FEET 100 0 50 100 200 1" = 100' @ 24X18 BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) 1' 8.8 4 1' 8.8 4 C26 N63°01'48"W 13.56' 3' 7.6 3 70.78' 9 1 L C 1 6 0 2 0 . 4 7 ' L16 0.0' 6 = R 6 8 C . 8 1 7 8 ' S70°59'09"E 157.91' 39 120.06' N70°59'09"W 3' 1.3 2 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 3 8' 0.2 5 C15 50.0' 1 4 C 2.75' 2' 9.5 3 8' 4.2 4 0' 5.0 4 0' 5.0 4 5' 2.6 4 8' 4.2 4 0' 5.0 4 2' 9.5 3 5' 2.6 4 40 120.00' N70°59'09"W 41 120.00' N70°59'09"W 42 120.00' N70°59'09"W 43 120.00' A N70°59'09"W 44 120.00' N70°59'09"W 45 120.00' N70°59'09"W 46 120.00' N70°59'09"W 141.04' 56 134.98' N64°41'56"W 55 130.37' N66°22'04"W 54 127.19' N68°02'12"W 53 125.41' N69°42'20"W 52 125.00' N70°59'09"W 51 125.00' N70°59'09"W 50 125.00' S70°59'09"E 49 125.00' N70°59'09"W 0' 5.0 0' 5.0 4 4 2' 4 4. 4 8' 0 . 4 3 E N A 0' 5.0 4 0' 5.0 4 0' 5.0 4 8' 0.4 1 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 4 0' 5.0 2 8 1 L (5 A 0' 0.0 5 0' 5.0 4 0' 5.0 4 AIRIE L 0' R.O.W.) R E P L P R U P 0' 0.0 8 7 1 L S70°59'09"E 48 110.00' 421.98' 0' 5.0 3 1 C 2 47 105.00' 0.0' 5 105.00' 12 120.00' N70°59'09"W 11 120.00' N70°59'09"W 10 120.00' N70°59'09"W 0' 7.0 4 0' 7.0 4 E 6' " 1.1 1 6' 0'5 5.3 5 0 5 ° 9 1 N 0' 7.0 4 0' 1.2 5 110.00' 13 S70°59'09"E 125.00' 14 125.00' S70°59'10"E 15 16 IRSC IN CONCRETE 0' 7.0 4 0' 7.0 4 B 17 6' 0.3 4 C 2 0 W " 1 6' 0'5 7.0 0 ° 4 9 1 1 S 0' 1.2 5 50.00' 175.00' L13 C 2 2 40.00' 3 C 2 35.00' 0.0' 5 45.00' 6' 1.5 9 E " 1 0'5 38 0 ° 9 1 N 0' 0.0 2 1 E " 1 0'5 37 0 ° 9 1 N 0' 0.0 2 1 50.00' 95.00' S70°59'09"E 45.00' 1 2 44.98' L12 48.05' 6.98' 36 7"E 8'0 0' 0.0 3°4 2 2 1 N 37.96' 14.96' 6"E 5'0 35 0' 0.0 7°3 2 2 1 N 44.99' L11 45.00' 18 19 OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 3 E 4 5 20 21 22 12 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 E TEL: (512) 549-6838 N A TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 14 13 15 11 CIVIL ENGINEER: (5 KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. 10 9 AIRIE L 0' R.O.W.) R E P L P R U P SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. 8 7 A 2' 4.4 4 2' 4.4 4 2' 4 4. 4 8 C C 2 5 C 2 4 50.0' 45.52' 2' 4.8 0 1 4' 0.2 2 1 1 0' 0.0 2 1 8"E 5'3 1°5 2 N 2 G 52.03' 45.00' S68°04'22"E 192.94' 44.94' 2' 9.7 0 1 1 55.00' 55.00' 4' 2.5 2 1 8"E 5'3 2 1°5 2 N TRACT 1 41.467 ACRES 1,806,324 SQ. FT. 45.00' 45.00' 3.31' 33 W 0' " 1 0.0 0'5 2 0 1 ° 9 1 S 45.00' 5"W 5' 32 9.9 5'4 1 31 3 1 ° 0 2 S 1.98' 43.02' C12 5' 0.2 2 1 8"E 5'3 3 1°5 2 N 3.31' 41.68' 41.68' 8.26' 45.80' 1' 9.2 1 1 2"E 9'2 4 2°1 2 N 8.26' 36.73' 36.73'16.90' 9"W 0' 9.8 7'2 1 30 2°5 1 2 S F 0"W 0' 9.8 5'0 1 29 7°0 1 2 S 45.00' 5.47'39.53' 8' 5.1 3 C27 N68°04'22"W 45.00' 45.00' 140.69' 45.00' V OL. 663, P P G 197, V G. 365, V F.M. 1327 80' R.O.W. OL. 663, P OL. 1022, P D R C T G. 191, V G 465 OL. 1022, 0' 0.0 2 1 8"E 5'3 1°5 2 N 3 45.00' C34 26.71' 22.59' 46.85' 5.69' 0"E 0' 0.0 1'5 2 5°3 1 2 N 22.41' 5 22.59' 4 0' 0.0 2 1 8"E 5'3 1°5 2 N 5.69' 39.31' C9 6"E 0' 0.0 5'0 2 7°3 6 1 2 N 16.52' 35.72' 21.06' 45.00' 0.0' 5 45.00' F 45.00' 6"E 0' 0.0 5'0 2 7°3 7 1 2 N 45.00' 45.00' 6"E 0' 0.0 5'0 2 7°3 8 1 2 N 45.00' 45.00' 6"E 0' 0.0 5'0 2 7°3 9 1 2 N N62°24'54"W 45.00' 45.00' 472.59' 45.00' 6"E 0' 0.0 5'0 6"E 2 7°3 0' 10 1 0.0 5'0 2 6"E N 2 7°3 0' 11 1 0.0 5'0 2 N 2 7°3 1 2 N O G D R A A E R RID 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 1"E 4' 0.0 7'0 2 5°4 5 1 2 N 16.90' 28.10' 28.10'17.95' 484.04' 45.00' S62°24'54"E 45.00' 45.00' 27.71' 6"E 0' 0.0 5'0 6"E 2 6 7°3 0' 1 0.0 5'0 2 6"E N 2 7 7°3 0' 1 0.0 5'0 17.95' 2 6"E N 2 8 0' 7°3 1 0.0 5'0 27.05' 17.95' 2 6"E N 2 9 0' 7°3 27.05'17.95' 1 0.0 17.95' 5'0 27.05' 2 6"E N 2 0' 7°3 10 27.05'17.95' 1 6"W 0.0 5'0 17.95' 27.05' 0' 2 6"E 0.0 N 2 11 0' 7°3 5'0 1 27.05' 6"W 0.0 2 5'0 0' 28 27.05' 17.95' 7°3 1 2 6"E 0.0 N 2 0' 7°3 5'0 17.95' 12 1 27.05' 2 6"W 0.0 2 17.95' S 5'0 27.05' 0' 27 7°3 1 2 0.0 N 2 7°3 5'0 1 17.95' 27.05' 2 6"W 17.95' 2 27.05' S 0' 26 7°3 1 2 0.0 N 5'0 17.95' 27.05'17.95' 2 6"W 2 S 27.05' 0' 25 19.08' 7°3 1 0.0 5'0 27.05'19.08' 2 6"W 2 S 25.91' 0' 24 7°3 1 0.0 5'0 2 6"W 2 S 0' 23 7°3 1 0.0 5'0 2 6"W 2 S 22 2' 7°3 1 9.7 7'3 2 1 S 21 8°0 1 2 S 45.00' S62°24'54"E 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' R C E U R N C A R T O AIL (50' R.O.W.) H T 348.62' 45.00' 5.91' 39.09' F 2 6.8 25.91' S31°51'00"W 119.68' 45.00' 45.00' 6"E 5'0 33 0' 0.0 7°3 2 2 1 N 6"E 5'0 34 0' 0.0 7°3 2 2 1 N E 45.00' 45.00' 6"E 5'0 32 0' 0.0 7°3 2 2 1 N 6"E 5'0 31 0' 0.0 7°3 2 2 1 N D 6 O 45.00' T T O E N R R N U S62°24'53"E C#______________ R'S C H - P 7 R T SIN E 1 C P H R A S S O O 8 45.00' 45.00' 315.00' G V ELV ET LE (50' R.O.W.) A F L A N E 6"E 5'0 30 0' 0.0 7°3 2 2 1 N 45.00' 6"E 5'0 29 0' 0.0 7°3 2 2 1 N 45.00' 9 10 45.00' 6"E 5'0 28 0' 0.0 7°3 2 2 1 N 33.2 18.66' 8' 27 N30°54'05"E 120.00' 26 44.99' L10 4 4.9 8' L 9 11 12 45.0 0' 4 5.0 0' 5 6.8 7' 20 S35°58'31"W 119.78' 19 4 5.0 0' S40°06'02"W 119.68' 4 9 . 6 1' 4 4.9 L 8 C 1 3 6 . 8 7 ' 5 6.8 50.0' 5 5 8' 7 ' 7' 6 . 8 24 25 N36°34'05"E 120.00' N 42°14'05"E 120.00' N 4 7°5 4'0 5"E 1 2 0.0 0' 23 3 ° 3 1 S E E S H E E T 3 O F 8 5 " E 4'0 0' 0.0 2 22 9 ° 1 1 4 . 9 13 E 8' L 7 L 6 ' . 4 . 4 4 8 9 L 5 N 4 4 9 8 2 5 N ' 5 14 4 4 . 9 L 4 8 ' N 6 16 NOTES: 1. 2. See Sheet 2 of 8 for Sight Distance Easement details. See Sheet 7 of 8 for Line, Curve and Lot Area data. 17 18 20 19 GENERAL INFORMATION: TOTAL ACREAGE........................................................126.971 ACRES TOTAL LINEAR FEET OF ROW...................................11,030.24' LINEAR FOOT OF 50' ROW.........................................10,885.24' LINEAR FOOT OF 70' ROW.........................................145.00' ACREAGE OF ROW.....................................................12.947 ACRES 22 NUMBER OF SINGLE FAMILY LOTS..........................297 ACREAGE OF SINGLE FAMILY LOTS........................41.640 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................8 ACREAGE OF NON-RESIDENTIAL LOTS...................72.384 ACRES TOTAL NUMBER OF LOTS...........................................305 21 23 D 25-AMENITY CENTER LOT 3.787 ACRES TURNER'S CROSSING NORTH - PHASE 1 DOC#______________ OPRTC A P P R O 45.00' X. S U R V E 45.00' Y LIN 45.00' D (50' R.O.W.) E 45.00' 45.00' 6"E 0' 12 0.0 5'0 6"E 2 7°3 0' 13 1 0.0 5'0 2 6"E N 2 7°3 0' 14 1 0.0 5'0 2 6"E N 2 7°3 0' 15 1 0.0 5'0 2 N 2 7°3 16 1 2 N 11.45' 33.5 45.00' 45.00' 45.00' L24 51.43' N30°39'39"E 120.00' 17 50.33' S62°24'54"E 1371.91' 52.56' F N33°34'49"E 124.76' 15 13 N30°07'11"E 120.85' 14 2 6.8 8' 1 8.1 1' 8' 9.4 8' 3 5.5 2' 1 8.1 3 5.5 1' 2' 38.44' 14.76' N37°02'28"E 131.72' 16 1 7 . 2 7' 4 4.1 5' 4 9.4 4.1 8' 5' L 2 5 5 3.6 3' N34°47'10"E 120.00' 18 G C28 L 2 0 1 3 C 145.42' 41.24' 5' 4 5.0 0' 4 5.0 0' C 1 0 7 5.5 5' S42°43'19" W 141.17' 17 3 3.9 0' 94.64' (50' R.O.W .) S42°43'19" W ' 2 5 " W N 7 5 2 0 4 ° 6 . 3 19 112.68' 51.79' S63°24'27"E 54.86' N38°54'41"E 129.77' 122.67' N 42°01'14"E S E E S H E E T 3 O F 8 40.5 0 . 0 3 ° 20 6.04' 0 ' 3 ' 0 6 ' ' 4 N E " 6 2 1 5 2 9.58' 20.19' 1 9 .68' R=50.0' 3.29' 0 1 9 2 C 6 0 . 0 1 6 7 . 2 0 . 0 0' 7' 0' 24.9' 25.43' 4 2.18' T R A C K LIN E B E N D 18 3 8.4 1' L21 48.64' C30 8.95' N 4 7 ° 1 6'4 1 S 1 1 2 1 4 " 8 . 4 21 48.28' 1.72' FINAL PLAT 0 . 0 6'4 0' 1' " ° ° 7 1 1 7 4 E S W 22 6'4 50.00' 148.64' C 11 TURNER'S CROSSING 4 6.51' 23 1.30' 0 . 0 0' " 1 1 1 2 4 1 2 E N 1.33' 7 ° 0 . 0 2 0 " 0' 6'1 1 . 6 NORTH - PHASE 2 24 126.971 ACRES 48.64' 2 . 9 6' 1' 0 . 0 ' 0 W 0 " W G N 1 4 2 0 ° 5 0 ' 0 25 50.00' N 42°43'19"E C32 5 0 . 0 ' 3 3 C L 2 2 3 4.6 3' 5 6 . 8 7 ' 5 " E 0 ' 4 ' 0 0 . 0 5 6 . 8 7 ' 4 ° 2 1 21 4 ' 0 5 0 . 0 20 6 ' 2 0 . 0 8 1 2 ° 1 N 6 7 0 1 OUT OF A CALLED 245.832 ACRE TRACT 1 DRAINAGE EASEMENT DOC. NO. 2020080619 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, 1.33' . ' C ' . 5 1 7 2 8 8 OPRTC TAYLOR MORRISON OF TEXAS, INC., AND 26 5 3 5 6.7 3' 6 5.4 3' S 4 9°1 0'0 0" W 4 7 TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC 0 . 0 5 " W S ' 2 1 . 3 0 9 1 8 0 . 9 1 6 . 9 ° ° 2 6 ' 4 ' 1 S 6 3 ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 " E 4 0 ' TRAVIS COUNTY, TEXAS " W 28 E 8 2 1 ' ' 3 3 9 ' ' ' 9 6 6 4 9 1 0 3 9 1 1 8 0 . . 3 1 4 8 . . . 3 " ° 7 . 0 ' 4 4 . L 9 3 9 ' 15 E 16 4 8 . 1 9 ' L 2 20.00' 17 1 " E 0 ' 2 3 ' 19 " E 8 2 ' 5 0 . 2 4 1 . ' 7 5 4 4 . 6 6 ' L 2 3 5 0 ' 1 0 . 0 L N 6 9 ' ° 1 4 ' 1 C6 1 0 . 0 601 NW Loop 410, Suite 350 2 San Antonio, Texas 78216 1 9 Drawn by 6 ' 4 . 7 4 ' 1 Scale 1 S 6 1" = 100' 7 C " W ZKP 0 ° 8 8 - L A N D S C A P E L O T 4 A C R E S 0 . 0 5 1 4 ' 1 1 ° 9 S 6 T U R N E R F O R E S T A V E N U E 7 ' 5 . 2 4 ' 1 1 " W 4 ' 1 " E ( 7 8 1 8 ) ° 0 ' R . O . W . 9 N 6 Tel. No. (210) 541-9166 www.kimley-horn.com 9 ' 0 . 5 1 3 FIRM # 10193973 Checked by Date 6 3 APS C 2/27/20 Project No. 067783111 Sheet No. 2 OF 8 C8J-2018-0091.2A 1 0 ' 8 ' 5 27 0 . 0 2 1 1 8 S 6 N 6 9 ° 1 2 1 0 ' 6 ' 2 4 ' 1 0 . 0 " W " E 8 2 ' 0 ° 1 9 S 6 M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 4 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . \ \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D BLOCK G LOT 29 DRAINAGE, WATER QUALITY, P.U.E. & LANDSCAPE LOT 4 of 10B-19BLOCK G LOT 29 223,163 SF DRAINAGE, WATER QUALITY, P.U.E. & LANDSCAPE LOT 6"E 5'0 7°3 2 N 11.45' 33.5 5' 45.00' 7 5.5 5' 141.17' S42°43'19" W 17 O A D (50' R.O.W.) 45.00' 6"E 5'0 6"E 11 7°3 0' 0.0 5'0 2 6"E N 2 7°3 0' 12 1 0.0 5'0 2 N 2 7°3 1 17.95' 2 N 27.05' 19.08' 27.05'19.08' 25.91' 6"W 5'0 6"W 22 2' 7°3 9.7 7'3 2 1 S 21 8°0 1 2 S 2 6.8 25.91' S31°51'00"W 119.68' F 4 5.0 0' 4 5.0 0' 5 6.8 7' 50.33' 52.56' F N33°34'49"E 124.76' 15 13 N30°07'11"E 120.85' 14 2 6.8 8' 1 8.1 1' 8' 9.4 8' 3 5.5 2' 1 8.1 3 5.5 1' 2' 38.44' 14.76' N37°02'28"E 131.72' 16 1 7 . 2 7' 4 4.1 5' 4 9.4 4.1 8' 5' 20 S35°58'31"W 119.78' 19 4 5.0 0' S40°06'02"W 119.68' 4 9 . 6 1' 18 3 8.4 1' 6 0 . 0 1 6 7 . 2 0 . 0 0' 7' 0' 24.9' 25.43' 4 2.18' T R A C K LIN E B E N D C 11 4 6.5 1' L 2 2 1.33' 3 4.6 3' C32 5 0 . 0 ' 3 3 C 5 6 50.0' 5 7 ' .8 7' 6 . 8 25 N36°34'05"E 120.00' N 42°14'05"E 120.00' N 4 7°5 4'0 5"E 1 2 0.0 0' 23 3 ° 3 1 S E E S H E E T 2 O F 8 24 4 . 9 E 8' 8' 7 L . 4 5 4 4 9 5 N 4 4.9 L 6 8 ' C 1 3 6 . 8 7 ' 13 4 4 . 9 L 8 ' 5 14 4 4 . 9 L 4 8 ' N 6 4 4 . L 9 3 9 ' 15 5 6 . 8 7 ' 5 " E 4'0 0' 0.0 2 22 9 ° 1 1 N 5 2 5 " E 0 ' 4 ' 0 0 . 0 4 ° 1 2 4 " E 0 ' 21 4 ' 0 5 0 . 0 20 6 ' 2 0 . 0 8 1 2 ° 1 N 6 4 8 . 1 9 ' N 6 1 2 9 ° 1 E L 2 16 20.00' 17 S 6 8 - L A N D S C A P E L O T 4 A C R E S 0 . 0 5 1 TURNER'S CROSSING NORTH - PHASE 1 DOC#______________ OPRTC 112.68' 51.79' N30°39'39"E 120.00' 17 4 5.0 0' 4 C 1 0 3 3.9 0' G 19 18 N34°47'10"E 120.00' S63°24'27"E 54.86' N38°54'41"E 129.77' 122.67' N 42°01'14"E S E E S H E E T 2 O F 8 9.58' 20.19' 1 9.68' 40.5 C28 1 3 C 5.0 0' 6 ' L 0 2 20 0 ' 3 ' 0 0 . 0 3 ° E " 5 2 1 2 6 N N 4 0 ° 7 2 6 . 3 5 ' 2 4 ' 6.04' 5 " W 145.42' 41.24' R=50.0' 3.29' 0 1 9 2 C C30 8.95' N 4 7 ° 1 1 1 6'4 21 8 . 4 1 " W 1' 94.64' (50' R.O.W .) S42°43'19" W 48.28' 1.72' L21 48.64' 1.30' 1 2 S 4 7 ° 1 0 . 0 0' 6'4 1 " E S 4 7 ° 1 22 6'4 1 2 0 . 0 1 " E 0' 23 1 2 N 4 7 ° 0 0 . 0 0' 6'1 2 " W 24 1 . 6 6' 48.64' 50.00' N 42°43'19"E 50.00' 148.64' N 1 4 2 0 ° 5 0 . 0 0 ' 0 0 ' 25 0 " W 2 . 9 1' G 1 0 7 . 2 5 ' 5 6.7 3' 1.33' 26 8 8 . 7 1 ' C 3 5 2 6 1 S 6 " W 1 3 S 6 0 2 . . 8 9 1 1 ° 0 ' ' 4 3 ' 4 3 6 9 . " 6 9 ' E 28 6 5.4 3' S 4 9°1 0'0 0" W 4 7 . 9 9 ' 1 4 . 0 3 0 . 9 9 ' 1 ' 4 4 . 6 6 ' L 2 3 5 0 ' 1 0 . 0 L 7 C C6 ° 1 0 . 0 5 0 ' 8 ' 5 27 0 . 0 2 1 1 8 S 6 N 6 9 ° 1 2 ° 1 1 0 ' 6 ' 2 4 ' 1 0 . 0 " W " E 8 2 ' 0 ° 1 9 S 6 6 3 C 5 6 . 8 7 ' 3 3 . 1 8 8 . 2 3 ' 3 ' 1 " E 0 ' 4 ' 1 0 . 0 0 ° 1 9 19 " E 8 2 ' 6 ' 4 . 7 4 ' 1 1 5 0 . 2 4 1 . ' 7 5 ' " W 8 DRAINAGE EASEMENT DOC. NO. 2020080619 OPRTC 7 . 0 ' 1 2 " W 8 4 ' 1 1 ° 9 9 ' 0 . 5 1 3 S 6 T U R N E R F O R E S T A V E N U E 0 ' R . O . W . 9 N 6 7 ' 5 . 2 4 ' 1 1 " W 4 ' 1 " E ( 7 8 1 8 ) ° CITY OF AUSTIN 100-YEAR FULLY DEVELOPED FLOODPLAIN WETLAND CEF BUFFER NORTH SHEET 2 100 GRAPHIC SCALE IN FEET 0 50 100 200 1" = 100' @ 24X18 SHEET 3 SHEET 4 SHEET KEY: NOT TO SCALE 0.0' 8 C 3 8 C 3 4"W 7'2 4' 3.6 7°3 9 2 S 4"E 7'2 1' 7°3 3.7 9 2 N C 5 C 3 7 BLOCK H LOT 1 232,716 SF PRIVATE PARKLAND LOT FLOODPLAIN DRAINAGE EASEMENT DOC. NO. 2020080621 OPRTC 0"E 8'0 5' 7.8 7°3 4 2 1 N V OL. 663, P P G 197, V G. 365, V F.M. 1327 80' R.O.W. OL. 663, P OL. 1022, P D C R T G. 191, V G 465 OL. 1022, 9 0 . 0 L 3 5 3' S 3 5 ° 1 5 0 4 . 4 ' 0 0 6 5 ' " E 0' S 0.0 5 3 5 ° 11 1 5 0 4 ' 0 0 . 4 6 " E 5 ' S 3 5 ° 10 1 5 2 4 ' 0 1 . 5 6 " E 9 ' 8.77' 3 8 . 71' C58 L40 7 8 . 5 1 ' 7.82' 4 3.2 1 R=50.0' 1' 0' 7.4 3 C66 5 0 . 0 ' 0.0 5 0' 0' R . O . W .) C67 0' 6.0 3 0' 0.0 5 S 3 5 ° 9 1 5 2 4 ' 0 5 . 0 8 6 " E 0 ' 0' 0.0 5 S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 0 ' " E 7 BLOCK H LOT 29 935,775 SF PRIVATE PARKLAND LOT C59 Q U I E T S DRAINAGE EASEMENT DOC. NO. 2020080619 OPRTC 0' 1.0 5 1 0 0 S 3 T N 3 R 5 S 3 5 ° 11 . 0 0 ' S 3 5 ° 9 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 10 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 4 ° 0 6 5 N 4 " E 0' 0.0 5'5 1.0 6 0' 0' 0.0 0.0 5 5 0' I 5 0' 0.0 0.0 5 0' S 3 5 ° 12 1 5 2 4 ' 0 5 . 0 S 3 5 ° 13 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 14 6 " E 0 ' 5 0' 0.0 0.0 5 0' 5 ° E 5 A ° 5 4 ' 0 4 ' 0 M 6 " E W 6 " W A 2 Y 8 3 4 ( 5 0 . 0 8 . 7 0 ' 0 ' 7 ' 1 1 0 . 0 0 ' R . O . W . ) 0 7 C APPROXIMATE LIMIT ZONE 'A' PER FEMA FIRM NO. 48453C0685J DATED: 01/22/2020 0' 0.0 5 3' 1.8 0' 0.0 5 0 4 S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 6 " E 0 ' S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 " E 0 ' H 4 " E 0' 0.0 5'5 5 4 ° 0 N 5 0' 0.0 5 S 3 5 ° 5 1 5 2 4 ' 0 5 . 0 4 6 " E 0 ' 0' 0.0 5 S 3 5 ° 3 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 2 S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 0' 0.0 5 7 5 5 . 6 C 4 0 ' 1.8 3' N 2 8 ° 1 2 2 6 5 . ' 1 0 0 0 " ' W 3' 9 ' 1.8 1 . 8 6 4 8 C 1 ' 0 . 1 5 1' 0 . 1 0.1 5 3' S 3 0 ° 1 2 2 5 . 5 ' 5 0' N E ( 5 3' 5.1 A 3 9 0' 1.0 5 5 0.0 E L 4 " E 1.0 5 0' L B 5'5 0' 0.0 E B 4 ° 0 5 0' 2.0 5 5 D P N S 3 5 ° 8 1 5 2 4 ' 0 5 . 0 7 6 " E 0 ' S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 0' 1.0 1.0 5 5 0' 0' 1.0 5 1.0 5 0' 0' 0.0 5 O R 0' D E 0.0 5 N U 0' 2.0 5 0' 2.0 5 S 3 5 ° 5 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 4 S 3 5 ° 6 1 5 2 4 ' 0 5 . 0 6 " E 0 ' S62°24'54"E 1336.36' WETLAND CEF BUFFER WETLAND CRITICAL ENVIRONMENTAL FEATURE TURNER'S CROSSING NORTH - PHASE 1 DOC#______________ OPRTC N 2 1 ° 4 3 ' 3 9 " W 3 1 7 . 2 3 ' IRSC IN CONCRETE WETLAND CEF BUFFER 1 2 9 J O H N S ( O 5 0 N ' R B . O A 3 4 27 26 25 L 24 23 22 OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 10 11 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 12 13 14 15 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 8 . W R . ) D LEGEND R N 1/2" IRON ROD W/ "KHA" CAP SET USED TO SHOW GEOMETRIC BREAKS 5 I V E IRSC 1/2" IRON ROD FOUND W/ CAP TEXAS DEPARTMENT OF TRANSPORTATION OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS TRAVIS COUNTY COMMISSIONER'S COURT 6 DEED RECORDS OF TRAVIS COUNTY POINT OF BEGINNING RIGHT OF WAY DRAINAGE EASEMENT SIGHT DISTANCE EASEMENT WASTEWATER EASEMENT IRFC TXDOT OPRTC TCCC DRTC P.O.B. R.O.W. D.E. S.D.E. W.W.E. WETLAND CEF BUFFER " E 1 6 ' 2 " E 1 6 ' 2 1 N 6 1 ° 8 8 N 6 C64 6 ' 0 . 8 6 2 7 ' 0 . 8 6 2 C65 S 2 1 ° " E 1 6 ' 2 1 0 ' 0 . 0 N 6 ° 1 8 1 8 4 4 7 7 . 3 . ' 7 7 3 5 ' 5 9 ' " E 4 5 . 0 0 ' 6 C 5 5 0 . 0 ' 4 ' 9 . 6 4 6 ' 2 ' 6 . 9 1 . 2 2 2 S 2 1 1 ° 4 4 0 . 0 3 ' 3 5 ' 9 " E 1 L 3 2 C47 C46 6 0 . 0 5 0 L 5 ' 3 1 . 1 6 ' ° 2 9 " E 0 ' 5 ' 0 5 . 0 3 N 1 8 N 6 6 ' 2 5 . 0 1 2 ° 1 1 " E 0 ' 2 0 6 N 2 ° 1 2 1 0 . 6 C 4 5 9 ' 0.0 5 0' 0' R . O . W .) 5 0 . 0 ' C71 0' 6.0 4 0' 5.0 4 0' 1.0 5 10 1 2 5 . 0 0 ' S 3 5 ° 9 1 5 2 4 ' 0 5 . S 3 5 ° 8 0 6 0 ' " E 1 5 2 4 ' 0 5 . 7 0 6 0 ' " E J 4 0' 9.0 9.0 4 0' N 1 3 2 5 ° 5 . 5 0 14 4 0 ' 0 ' 6 " W 0' 4 0' 9.0 9.0 4 1 8.5 9' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 15 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 16 6 " E 0 ' 0' A C 2 4 E ( 5 8' 5.7 0' 1.0 5 0.0 5 L S P 4 " E 5'5 2.0 5 0' 5 P 0' 0.0 G R I N 4 ° 0 N 5 0' 1.0 1.0 5 5 0' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 17 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 18 6 " E 0 ' 0' 1.0 5 E M R S 1.0 5 0' S M U 2 8 8 3 ' " E S 4 1 ° 3 5 3 0 . 5 7 ' 5 3 ' 0 " E 2 8 . 1 5 2 ' 5 8 . 1 I 4 ' 4 ' 1 . 4 5 1 . 4 5 3 2 ' 8' 7.7 3 . 2 0.7 3 1 8' 5 ' 5 8 . 1 2 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 19 6 " E 0 ' 1 5 2 4 ' 0 6 . 1 S 3 9 20 6 " 1 E 3 7 ' . 2 1 3 ° 2 8 ' 4 3 . 4 0 ' 21 4 " E 8' 7.7 3 ' 3 0' 1.0 5 8 7 . 9 9 ' C 4 9 4 2 . 4 7 . 5 5 ' 5 ' 4 7 . 1 4 ' 1 . 5 5 0 " E 4 ' 9 '2 1 ' N 1 . 8 7 ° 5 8 5 4 5 . 2 1' N 1 3 4 9 0 ° 2 . 0 22 8 ' 4 8 ' 4 " W 7 . 0 7 ' 4 2.6 9' 1 7 3.0 0' 5 0 . 0 ' 5 2.0 0' 0' 2.0 5 5 0 C 8' 9.7 2 1 7 . 1 1 1 . 3 7 ' 2 ' S 3 9 ° 2 S 3 5 ° 1 5 3 4 ' 0 8 . 3 6 6 9 ' " E 8 ' 4 1 4 1 . 5 9 ' 2 4 " E J 5 1.0 0' 4 4 1 5 9 3 5 3 ' O S 0' 0' 8' 0' 8' 8' 6 5 K 7 . 1 0.0 4.8 0.2 0.0 0.2 8 . 5 9 6 C C 6 8 4 5.7 5' 6 2.0 1' N 5 0 °3 1'1 6" E 5 2 ° 0 6'2 9 " E 1 2 5.0 0' N 43°47'49"E 4 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' R R C C R I N K I E 3 - L 8'4 S D 10 11 S T T IL IL 8'4 0' 0' 0.0 0.0 7.6 0.0 0.0 0.0 0.0 0.0 0.0 R R . . ( ( 7 7 K 7 9 8 .) .) " ° 0' 0' 0' 0' 0' 0' 0' 0' 9 4 2 4 1 T T E E U U R R N N A A A C C H H A A R R N . . O O G " ° 4 4 9 4 2 S E 5 5 5 5 1 2 5 5 5 5 5 O O W W W A 1 1' S 3 9 ° 2 1 4 8 ' 2 4 . 4 1 ' 4 " E R I V E ( 5 7 0.3 1' 0' R . 0.0 0' 2 8.9 6' 2 8.9 6' 5 4.6 3' 5 4.6 3' 1 3 3.1 0' O . W .) 6 0.0 0' 50.0' 3 2.3 6' 0' 2.0 5 S 3 5 ° 1 5 3 4 ' 0 4 . 6 6 " E 1 ' 4 S 3 5 ° 1 5 2 4 ' 0 5 . 6 0 6 0 ' " E 0' 2.0 5 S 3 5 ° 1 5 2 4 ' 0 9 . 5 8 6 1 ' " E 3 3.6 4' 3 3.6 4' 2 2.7 3' 2 9.4 9' 2 3.7 7' S 4 2 8.3 9' 2 8.3 9' 2 4.9 0' 6 ° 2 1 3 4'4 8 . 0 5' 9 " E 15 N 4 1 3 6 ° 2 2 . 8 7' 4'4 9 " W 16 2 4.9 0' 2 4.6 4' 2 3.0 5' 17 S 4 6 ° 2 1 4 4'4 3 . 6 5' 9 " E 1 2 N 4 4 8 . 0 ° 1 6' 3'1 4 " W 12.44' 38.80' J 53.00' S 3 9 18 1 4 ° 2 8 ' 4 4 . 7 9 ' 4 " E 19 DRAINAGE EASEMENT DOC NO. 2020080619 OPRTC 53.00' 7.74' 50.00' 6 0' 1.0 1.0 6 0' N 1 3 2 5 ° 5 . 5 0 12 4 0 ' 0 ' 6 " W 5 0' 0.0 0.0 5 0' N 1 3 2 5 ° 5 . 5 0 13 4 0 ' 0 ' 6 " W 0' E 5 2.0 E T V S 5 0.1 8' 0.31' 6' 1.9 4 7.1 9' A R B C 5 4 49.73' 0.27' N 4 1 2 6 ° 2 0 . 4 1' 4'4 9 " W 27 N 4 1 2 6 ° 2 0 . 6 1' 4'4 26 9 " W 2.0 5 0' F O O R D N E ( 5 0' R . O . W .) E S E 1 5 H E E 6 1 . 1 N 4 3' 6 ° 2 4'4 25 14.08' 4 9 " W 6 . 3 4' 1' 6.2 3 50.00' 164.08' ' 0 7 . 1 3 W " 2 5 ' ' 2 7 . 3 4 0 4 ° 9 N L35 50.00' N 4 1 2 6 ° 2 0 . 2 0' 4'4 28 9 " W N 4 1 2 6 ° 2 0 . 0 0' 4'4 9 " W 50.00' N 43°49'08"E 50.00' 33.28' 2 4.1 4' 4 5.7 0' C 5 2 C 6 2 L43 L 3 4 F 8 L 4 4 C73 T 4 O A IL L 3 3 E 1 6 8.8 6' E H CIVIL ENGINEER: N KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. 19 18 17 SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. NIGHT CHINOOK DRIVE (50' R.O.W.) Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved SIDEWALK CEF BUFFER WETLAND CRITICAL FEATURE CREEK CENTERLINE MATCH LINE 7-DRAINAGE, WATER QUALITY, P.U.E & LANDSCAPE LOT 3.530 ACRES WETLAND CEF BUFFER TURNERS PHASE 1 LOT LINE PHASE 2 BOUNDARY LINE RIGHT-OF-WAY CENTER LINE RIGHT-OF-WAY LINE PHASE 2 LOT LINE DRAINAGE EASEMENT FEMA A ZONE BENCHMARK ELECTRIC TRANSMISSION TOWER FILL SLOPE EASEMENT BENCHMARK LIST WETLAND CEF BUFFER "(" SET AT THE SOUTHWEST 20 BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. 21 N 22 5 0.0 0' N 4 1 D S 1.1 0.3 C A 2' 5 P 4 A E L C O R T E S 12 N40°31'16"E 125.00' 13 1 1 0.8 9' 6 0.0 0' R O D N R E F 2 7 C O T T (5 0' R . O . W .) E S S 5 0 °3 1'1 6" W E S C44 L30 C 4 3 E E T V A R B C 5 1 C 6 3 L 2 9 ELEV.=748.46'(NAVD'88) FLOODPLAIN DRAINAGE 4 " W 4 9 . 8 4 ' 2 0.0 4 ° 0 1 5 S 0' 5'5 12 4 ° 0 1 5 N H 4 9 . 8 4 ' Q 5 U I E 0 . 0 0 ' T S 4 " E 5'5 0' 0.0 2 13 4 ° 0 1 5 N 5 0 . 0 0 ' 4 " E 5'5 0' 0.0 2 14 4 ° 0 1 5 N T R 5 0 . 0 S E 0 ' 3 5 ° 5 A M 4 ' 0 W 6 " E A 0 ' 5 0 . 0 Y ( 5 4 " E 5'5 0' 0.0 2 15 4 ° 0 1 5 N 2 8 . 4 6 ' S 1 2 3 1 6 5 ° 0 . 5 0 9 0 . 5 ' 4 0 ' 0 ' 8 ' R . 11 6 " E 2 1 . 5 4 ' O . W 4 . ) 4 . 7 4 7 C 0' R 4 7.0 T T A IL 3 L 6 T 4 O 4' 0.8 24 C76 F 8 H 2 5 2 8 . 4 2 . 9 6 ' 2 ' 5 0 . S 0 3 0 ' 5 ° 5 4 ' 0 5 0 . 0 6 " E 0 ' 4 " E 5'5 0' 0.0 2 16 4 ° 0 1 5 N 5 . 2 7 ' 3 ' 2 1 . 5 4 ' 4 " E 5'5 0' 0.0 2 17 8 ° 5 1 N 5 5 0 . 0 0 ' 5 6 . 8 2 ' 2 " E 4 ' 2 ' 1 8 . 5 18 1 2 6 N 1 2 ° 1 E " 2 ' 9 7 ' 3 1 . 7 5 C 7 . 6 0 0 5 ' 7 2 . 7 8 ' 7 6 . 9 C 5 9 5 ' H 5 0 . 0 0 ' 19 N 7 2 ° 4 1 ' 1 4 " E 1 3 0 . 8 6 ' SEE SHEET 4 OF 8 S 1 9 1 ° 4 0 6 . 1 8 ' 1 0 ' 3 " E 21.90' ' 7 4 . 0 5 C78 20 55.60' S 7 2 ° 4 1 ' 1 7 " W 9 6 . 3 5 ' 6 N 6 8 ' 3 8 . 5 5 3 ° 1 5 " E 9 ' 23 ' 6 8 . 6 6 1.96' 1 0 2 . 9 3 ' S 7 9 ° 5 9 ' 1 5 " W 9.31' 22 1 1 9 . 5 0 ' S 7 7 ° 4 5 ' 1 8 " W 21 L42 7 3 L ' 1 6 . 6 4 C 7 7 4 8 . 4 2 ' L 4 1 L38 FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES WATER EASEMENT DOC NO. 2020067628 OPRTC C 6 1 5 .7 2' 6 1 OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND NOTES: 1. 2. See Sheet 2 of 8 for Sight Distance Easement details. See Sheet 7 of 8 for Line, Curve and Lot Area data. GENERAL INFORMATION: TOTAL ACREAGE........................................................126.971 ACRES TOTAL LINEAR FEET OF ROW...................................11,030.24' LINEAR FOOT OF 50' ROW.........................................10,885.24' LINEAR FOOT OF 70' ROW.........................................145.00' C 8 1 ACREAGE OF ROW.....................................................12.947 ACRES 5 4 . 7 7 ' NUMBER OF SINGLE FAMILY LOTS..........................297 ACREAGE OF SINGLE FAMILY LOTS........................41.640 ACRES H NUMBER OF NON-RESIDENTIAL LOTS.....................8 ACREAGE OF NON-RESIDENTIAL LOTS...................72.384 ACRES TOTAL NUMBER OF LOTS...........................................305 S74°05'04"E 98.62' 33 32 8 1 6 0 E 8 1 5 " . ° ' ' S 1 APPROXIMATE LIMIT CITY OF AUSTIN 500-YEAR FULLY DEVELOPED FLOODPLAIN 0 8 C 7 ' 4 . 7 5 1 2 0 . ' 0 2 0 5 ' " E 0 2 1 8 3 ° 9 S 8"W 8' 2.7 1'1 0 4°0 1 2 S N 2 5 ° 1 8 ' 3 2 " W ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC 4' 3 . 6 5 0 TRAVIS COUNTY, TEXAS 3 W " 6 3'0 5 ° 1 1 S FIRM # 10193973 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 Scale Drawn by Checked by Date 1" = 100' APS JGM 2/27/20 Tel. No. (210) 541-9166 www.kimley-horn.com Project No. 067783111 Sheet No. 3 OF 8 C8J-2018-0091.2A M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . \ \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D 5 of 10B-19SEE SHEET 3 OF 8 SHEET 2 6 . 9 1 . 2 2 2 2 ' S 3 0 ° 1 2 2 5 . 5 ' 5 2 8 8 3 ' " E S 4 1 ° 3 5 3 0 . 5 7 ' 5 3 ' 0 " E 2 8 . 1 5 2 ' 5 8 . 1 I 4 ' 1 . 4 5 4 ' 1 . 4 5 S 2 1 1 ° 4 4 0 . 3 ' 9 3 5 0 1 NORTH E ' " 4 ' 9 . 6 4 7 ' 0 . 8 6 2 C65 S 2 1 8 ° 4 7 4 7 3 . . 7 ' 3 5 ' 9 " 7 5 ' E 8 7 . 9 9 ' C 4 9 4 . 5 5 ' 4 7 . 1 4 GRAPHIC SCALE IN FEET ' 1' 100 0 1 . 5 5 0 " E 4 ' 9 '2 1 ' N 1 . 8 7 ° 5 8 5 4 5 . 2 50 N 1 3 4 9 0 ° 2 . 0 8 ' 4 8 ' 4 " W 22 100 S 3 5 ° 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 4 0' 1.0 5 S 3 5 ° 1 5 2 4 ' 0 5 . 0 S 3 5 ° 16 6 " E 0 ' 1 5 2 4 ' 0 5 . 0 S 3 5 ° 17 6 " E 0 ' 0' 2.0 1.0 5 5 0' 3 2 ' 8' 7.7 3 . 2 0.7 3 1 8' 5 ' 5 8 . 1 2 ' 1 5 2 4 ' 0 5 . S 3 5 ° 18 0 6 0 ' " E 1 5 2 4 ' 0 5 . S 3 5 ° 19 0 6 0 ' " E 1 5 2 4 ' 0 6 . 1 6 20 7 ' " 1 E 3 . 2 8' 7.7 3 ' 3 0' 1.0 5 0' 1.0 5 E M R S 1.0 5 0' S M U S 3 9 ° 2 1 3 8 ' 4 3 . 4 0 ' 21 4 " E 7 . 0 7 ' 4 2.6 9' 1 7 3.0 0' 200 5 1.0 0' N 4 1 3 9 3 5 5 O S 8' 0' 8' 0' 0' 4 ' 8' 5 6 K 7 . 1 0.2 0.2 0.0 0.0 8 . 5 9 6 C C 6 8 4 5.7 5' 6 2.0 1' N 5 0 °3 1'1 6" E 4.8 1" = 100' @ 24X18 5 2 ° 0 6'2 9 " E 1 2 5.0 0' N 43°47'49"E 4 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' N40°31'16"E 125.00' R I N R R C C K I E 3 - L 8'4 S D 10 11 S T T IL IL 8'4 0' 0' 0.0 0.0 7.6 0.0 0.0 0.0 0.0 0.0 0.0 R R . . ( ( 7 7 K 7 8 9 .) .) " ° 0' 0' 0' 0' 0' 0' 0' 0' 9 4 2 4 1 T T E E A U U N N C C A A A A R R H H N R R . . O O G " ° 2 4 9 4 4 S E 5 5 2 1 5 5 5 5 5 5 5 O O W W W A 1 1' 5 0.0 0' N D 4 1 S C 1.1 A 2' 0.3 5 P 4 A E L C O R T E S 6 0.0 0' WETLAND CEF BUFFER 5 0 . 0 ' 5 2.0 0' 5 0 C 8' 9.7 2 1 7 . 1 1 1 . 3 7 ' 2 ' S 3 9 ° 2 8 ' 4 1 4 1 . 5 9 ' 2 4 " E S 3 9 ° 2 1 4 8 ' 4 2 . 4 1 ' 4 " E 0' 2.0 5 S 3 5 ° 1 5 3 4 ' 0 8 . 3 6 6 9 ' " E J 2 4.9 0' 2 4.6 4' 2 3.0 5' 2 8.9 6' 2 8.9 6' 5 4.6 3' 5 4.6 3' R I V E ( 5 7 0.3 1' 0' R . 0.0 0' 1 3 3.1 0' O . W .) 18 S 3 9 ° 2 1 4 8 ' 4 4 . 7 9 ' 4 " E 19 C73 F 8 A IL L 3 3 1 6 8.8 6' 3 2.3 50.0' R 6' O F T T 2 7 C O T 3 O E E (5 0' R . O . W .) S 5 0 °3 1'1 6" W E N D R H E 6 0.0 0' 12 N40°31'16"E 125.00' E S 13 1 1 0.8 9' E E T S R B C 5 1 V A C 6 3 C 4 3 C44 L30 10 1 2 5 . 0 0 ' 0' R . O . W .) 0' 1.0 5 0' A C 2 4 E ( 5 8' 5.7 0' 1.0 5 0.0 5 L S P 4 " E 5'5 2.0 5 0' 5 P 0' 0.0 G R I N 4 ° 0 N 5 S 3 5 ° 8 1 5 2 4 ' 0 5 . 0 6 " E 0 ' 7 S 3 5 ° 9 1 5 2 4 ' 0 5 . 0 6 " E 0 ' J 4 0' 9.0 9.0 4 0' 0' 2.0 5 S 3 5 ° 1 5 3 4 ' 0 4 . 4 6 6 1 ' " E S 3 5 ° 1 5 2 4 ' 0 5 . 6 0 6 0 ' " E 0' 2.0 5 S 3 5 ° 1 5 2 4 ' 0 9 . 8 6 " E 1 ' 5 3 3.6 4' 3 3.6 4' 2 2.7 3' 2 9.4 9' 2 3.7 7' S 4 2 8.3 9' 2 8.3 9' 2 4.9 0' 6 ° 2 1 3 4'4 8 . 0 5' 9 " E N 4 1 3 6 ° 2 2 . 8 7' 4'4 9 " W 16 17 S 4 6 ° 2 1 4 4'4 3 . 6 5' 9 " E 0' 4 0' 9.0 9.0 4 1 8.5 9' N 4 1 2 4 ° 1 8 . 0 6' 3'1 4 " W 15 12.44' 38.80' J 53.00' N 1 3 2 5 ° 5 . 5 0 14 4 0 ' 0 ' 6 " W DRAINAGE EASEMENT DOC NO. 2020080619 OPRTC 53.00' 7.74' 50.00' 5 0' 0.0 0.0 5 0' N 1 3 2 5 ° 5 . 5 0 13 4 0 ' 0 ' 6 " W 0' E 5 E S 2.0 E T V 5 0.1 8' 0.31' 6' E 1.9 S 4 7.1 9' A R B C 5 4 49.73' 0.27' N 4 1 2 6 ° 2 0 . 6 1' 4'4 26 9 " W 33.28' 2 4.1 4' 4 5.7 0' C 5 2 C 6 2 L43 L 3 4 L 4 4 L35 50.00' 1 2 N 4 6 ° 2 0 . 2 0' 4'4 9 " W 28 1 2 N 4 6 0 . 4 ° 2 1' 4'4 9 " W 27 50.00' N 43°49'08"E 50.00' 1 2 N 4 6 0 . 0 ° 2 0' 4'4 9 " W 2 5 2 2 8 . 4 . 9 6 ' 2 ' 4 " E 5'5 0' 0.0 2 15 4 ° 0 1 5 N 2 8 . 4 6 ' S 3 5 ° 5 4 ' 0 5 0 . 0 6 " E 0 ' 4 " E 5'5 0' 0.0 2 16 4 ° 0 1 5 N 5 . 2 7 ' 3 ' 2 1 . 5 4 ' 4 " E 5'5 0' 0.0 2 17 8 ° 5 1 N 5 2 1 . 5 4 ' O . W 4 . ) 4 . 7 C76 5 0 . 0 0 ' 4 ° 0 1 5 N 4 " E 5'5 0' 0.0 2 14 4 ° 0 1 5 N Q 5 U I E 0 . 0 0 ' T S 6 0' 1.0 1.0 6 0' T R 5 0 . 0 S E 3 A 0 ' 5 ° 5 M 4 ' 0 W 6 " E A 0 ' 5 0 . 0 Y ( 5 S 1 2 3 1 6 5 ° 0 . 5 0 9 0 . 5 ' 4 0 ' 0 ' 8 ' R . 11 6 " E N 1 3 2 5 ° 5 . 5 0 4 0 ' 0 ' 6 12 4 5 W E " 0' E 2.0 7.0 T T T 3 O ( 5 0' R . O . W .) F E 1 5 O O H D N R 0.8 4 7 C 0' F 8 A IL 3 L R 6 4' 24 H 7 6 . C 9 5 9 5 ' H 5 0 . 0 0 ' 5 6 . 8 2 ' 2 " E 4 ' 2 ' 1 8 . 5 18 1 2 6 N 1 2 ° 1 E " 2 ' 9 7 ' 3 1 . 7 5 C 7 . 6 0 0 5 ' 7 2 . 7 8 ' 19 N 7 2 ° 4 1 ' 1 4 " E 1 3 0 . 8 6 ' 6 1 . 1 N 4 3' 6 ° 2 4'4 25 14.08' 4 9 " W 6 . 3 4' 1' 6.2 3 50.00' 164.08' ' 0 7 . 1 3 W " 2 5 ' ' 2 7 . 3 4 0 4 ° 9 N 6 N 6 8 ' 3 8 . 5 5 3 ° 1 5 " E 9 ' 23 ' 6 8 . 6 6 1.96' 1 0 2 . 9 3 ' S 7 9 ° 5 9 ' 1 5 " W 9.31' 22 1 1 9 . 5 0 ' S 7 7 ° 4 5 ' 1 8 " W 21 L42 7 3 L ' 1 6 . 6 4 C 7 7 4 8 . 4 2 ' L 4 1 L38 S 1 9 ° 1 4 0 6 . 1 8 ' 1 0 ' 3 " E 21.90' ' 7 4 . 0 5 C78 20 55.60' S 7 2 ° 4 1 ' 1 7 " W 9 6 . 3 5 ' WATER EASEMENT DOC NO. 2020067628 OPRTC C 6 1 5 .7 2' 6 1 7-DRAINAGE, WATER QUALITY, 23 FLOODPLAIN DRAINAGE EASEMENT DOC. NO. 2020080621 OPRTC TURNER'S CROSSING NORTH - PHASE 1 DOC#______________ 16 OPRTC 33 15 7' S 14 13 12 14.72' 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 1' 9.9 0 4 9' 5.2 2 0' 0.0 4 8' 9.40' 0.5 5 1"E 1'5 4 ° 0' 0 0.0 2 N 4 3 3.2 21 60°04'10"E 126.13' R 22 S69°18'09"E 120.33' 23 S69°18'09"E 120.00' 24 S69°18'09"E 120.00' 25 S69°18'09"E 120.00' 26 S69°18'09"E 120.00' 27 S69°18'09"E 120.00' 28 S69°18'09"E 120.00' 29 S69°18'09"E 120.00' 30 S69°18'09"E 120.00' 31 S69°25'12"E 120.00' 32 E (5 C A 1"W R D T 1'5 N BIR 4 ° 0 2 S 35.00' S69°18'09"E C 1 M U T U A 0' 5.0 0 1 3' 9.3 3 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 0' 0.0 4 7' 6 0. C 1 0 3 0 4 0' R.O.W.) 2' 4.6 4 3 11 10 9 8 7 6 0' 0.0 4 3' 9.3 3 0.91' 20 N 21 22 32 Q 34 35 36 37 AIL R T T O O F R E D N E E T V A R B 0' R.O.W.) (5 5 4 3 2 R IRSC IN CONCRETE 1 ' 7 7 . 4 5 R S76°28'18"E 120.00' 33 S84°29'05"E 120.00' 34 ' 0 0 . 0 4 ' 5 4 . 5 4 ' 7 1 . 5 3 1 4 C ' 3 2 . 2 6 ' 5 2 . 3 5 11.11' 105.02' N88°39'35"E 145.00' 105.00' S88°39'35"W C40 7 2 L26 L ' 1 1 . 1 8 ' W " 5 2 0 2 ° 1 N ' 0 5 1. 7 ' 6 6 . 2 3 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 9 8 C ' 9 5 . 9 2 1 ' E " 5 2 0 2 ° 1 S 79.17' 73 44.36' N89°56'33"E 140.50' 74 H 9.59' N88°39'35"E S88°39'35"W 120.00' 129.68' 75 116.63' 76 N88°39'35"E 120.00' 77 120.00' 7' 2.0 4 ' E " 5 2 0 2 ° 1 S ' 0 0 . 0 4 ' 0 0 . 0 4 L53 S88°39'35"W 8' 40.01' 6.3 0' 9.5 3 1 1 5' 1.0 W 4 " 8 72 3'0 E " 4 8 ° 3'0 6 1 4 S ° 6 1 N 8' 0.2 9 1 WETLAND CRITICAL ENVIRONMENTAL FEATURE 78 PRIVATE PARKLAND LOT 8.039 ACRES Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved L 2 9 53.13' 18 C42 3.71' 5 17 R 1' 8.4 4 S 5 6°2 1 20 9'0 5"E 0 8 C 7 ' 4 . 7 5 8 2.0 1' N 2 1 5 2 S ° 0 3 2 ° 31 1 . 8 0 ' 3 0 ' 1 2 2 0 . 1 ' 3 0 8 0 ' " E 30 L28 ( 5 T U R 0' R . N E O . R C W .) 1 0 8.5 2' O S A 4 9 ° 2 C 1 3 1.8 4' H T 8'4 R 4 " E S 5 0 19 6'5 ° 4 1 4 0.9 5 " E 2' 40.00' C86 0' 0.0 4 9' 9.9 3 3 2.5 9' 9.18' 5 A IL 1 7 9.5 1' 3 9 C 7 ' 3 . 7 3 C 9 4 L 4 6 6 3.6 3' 6 . 5 59.18' 8 . 7 5 ' N 5 1 3 0 ° 2 1.6 0' 1'0 9 " W 38 157.53' N61°41'10"W 39 S74°05'04"E C 8 1 5 4 . 7 7 ' H E " 8 1 ' 8 3 ° 9 S ' 6 0 . 0 2 1 33 S 1 8 1 ° 2 1 32 0 5 . ' 0 2 0 5 ' " E 3.28' 3 0.32' C95 L 4 5 ' 0 . 0 5 = R 3 6 . 7 2 ' 2 " W 0 ' 0 . 0 4 0 ' . 0 0 4 5 C 8 5 0 . 0 ' C96 3 . 9 6 3 ' 4' 10.94' 0.9 1 5 5.56' 98.62' 8"W 8' 2.7 1'1 0 4°0 1 2 S 7 8 . 7 5 ' 0 9 C 3 . 5 0' 5 H S 2 3 ° 3 6 ' 3 2 " E 1 7 4 . 5 2 ' N 2 1 2 3 35 ° 6 3 . 1 3 ' 2 7 ' 34 6 " W C99 N 7 ' 3 2 1 2 ° 1 0 . 8 7 ' 0 7 ' 37 N 1 5 ° 1 5 0 0 . 1 ' 5 6 5 ' 36 4 " W 40.68' 30.21' L 5 4 9' 0 . 6 0 1 0 " W 9' 0 . 6 1 0' 0 . 0 4 W " 2 0'1 3 ° 5 1 S 0' 0 . 0 5 79.33' N 7 1 ° 2 6 ' 5 2 " E 8 4 . 1 2 ' 4 2 . 0 6 ' 4 2 . 0 6 ' ' 0 0 . 2 1 1 ' E " 7 1 3 3 ° 0 S L50 ' 0 0 . 7 3 1 49 H 47 ' 0 0 . 0 2 1 ' E " 7 1 3 3 ° 0 S ' 0 0 . 0 2 1 48 ' E " 7 1 3 3 ° 0 S 50 ' E " 7 1 3 3 ° 0 S ' 8 5 1. 4 6.37' 24.41' 40.00' 19.29' C 1 0 0 R = 5 0.0' 7 4 L 1 6 7 . 1 C 9 2 5 ' 69.53' 40.00' 40.00' W " 4 8'0 2 ° 2 1 S 0 0 . 0 2 1 W " 6 5 5 2 ° 9 S 0 0 . 0 2 1 41 42 ' ' ' 40 0' 0 . 0 2 1 59.30' C91 40.00' 40.00' L48 28.40' 11.60' ' W " 8 4 3 2 ° 6 S 43 ' 0 0 . 0 2 1 ' W " 0 4 1 2 ° 3 S ' 0 0 . 0 2 1 44 ' 0 0 . 0 2 1 45 ' W " 2 3 9 1 ° 0 S ' E " 7 1 3 3 ° 0 S ' 0 0 . 0 2 1 46 ' E " 7 1 3 3 ° 0 S L49 N89°26'43"E 135.00' 40.00' 55.00' 40.00' C 9 7 S69°18'09"E C 9 8 78.11' 119.17' 35.00' 43.00' 1"W 0' 0.0 1'5 2 4 1 ° 0 2 S 2 S 43.00' 43.30' 3 1"W 0' 0.0 1'5 2 4 1 ° 0 2 S 1.17' 46.27' 0' 5.0 0 1 1 50.00' L55 46.36' 13.44' 28.40' 40.00' 55.00' N89°26'43"E 253.40' 46.36' 46.36' SWEET WATERMELON LANE 46.36' 46.36' 42.09' (50' R.O.W) 42.09' 42.09' C87 40.95' 1.17' 42.09' W 0' " 9 0.0 9'3 2 0 1 ° 8 1 S 4 0' 0 . 0 2 1 W " 3 3'1 3 ° 5 1 S 5 0' 0 . 0 2 1 W " 7 6'4 5 ° 2 1 S 6 42.09' 42.09' 41.93' C 1 0 1 28.91' 7.66' C102 ' 0 0 . 0 2 1 W " 0 2 ' 0 2 ° 0 1 S 7 C75 ' 0 0 . 0 2 1 ' W " 4 5 3 4 ° 7 S 8 ' 0 0 . 0 2 1 ' W " 7 2 7 0 ° 5 S 9 ' 0 0 . 0 2 1 10 ' 0 0 . 0 2 1 ' W " 1 0 1 3 ° 2 S ' E " 7 1 3 3 ° 0 S 11 ' 0 0 . 5 0 1 41.64' 0.87' 1"W 0' 23 0.0 1"W 1'5 0' 2 22 4 0.0 W 1 1'5 ° 0 0' " 2 2 21 2 4 0.0 1 4'5 S ° 0 20 2 2 2 1 S ° 7' 8 0.8 1 S 46.42' 43.30' 119.17' 47.37' 47.55' 42.49' 47.55' 42.49' 0' 0.0 2 1 W " 5 5'0 19 0 ° 6 1 S 0' 0 . 0 2 1 W " 9 5'1 4 ° 3 1 S 18 47.37' 47.55' 47.55' 42.49' 42.49' 0' 0 . 0 2 1 W " 2 5'3 2 ° 1 1 S 17 ' 0 0 . 0 2 1 ' W " 5 4 5 0 ° 9 S 16 47.37' 47.37' TWIN GLADES PASS 47.37' (50' R.O.W.) 40.00' 40.00' C88 40.00' 40.00' 42.49' 47.55' 42.49' 47.55' 48.36' 42.49' 42.37' 7.66' L56 43.91' 6.17' ' 0 0 . 0 2 1 ' W " 9 5 5 4 ° 6 S 15 S 14 ' 0 0 . 0 2 1 ' W " 2 1 6 2 ° 4 S ' 0 0 . 0 2 1 ' W " 5 2 6 0 ° 2 S 13 12 ' 0 0 . 0 2 1 ' E " 7 1 3 3 ° 0 S ' 0 0 . 5 0 1 47.37' 47.37' 47.95' 40.00' 40.00' 40.00' 40.00' 40.00' E " 8 9'5 71 4 ° 4 1 N 9' 3 . 7 7 1 70 E " 7 6'4 5 ° 2 1 N 1' 2 . 6 6 1 69 E " 6 3'3 0 ° 1 1 N 9' 6 . 6 5 1 68 ' E " 6 2 0 1 ° 9 N ' 6 7 . 8 4 1 H 67 ' E " 5 1 7 1 ° 7 N ' 9 3 . 2 4 1 66 ' E " 5 0 4 2 ° 5 N ' 4 5 . 7 3 1 65 64 ' E " 4 5 0 3 ° 3 N ' 7 1 . 4 3 1 ' E " 3 4 7 3 ° 1 N ' 8 2 . 2 3 1 63 ' 6 8 . 1 3 1 62 ' 0 0 . 5 0 1 ' W " 7 2 5 1 ° 0 N 50.0' ) . 50.0' W O R . . ' 0 0 . 5 3 4 ' E " 7 1 3 3 ° 0 S ' 0 5 ( I L A R T K L A H C P A G 6.17' 28.91' C105 N89°26'43"E 68.91' C 1 0 6 28.91' 6.30' 5 0 . 0 ' 105.00' 51 120.00' S89°26'43"W 52 120.00' S89°26'43"W 53 120.00' H S89°26'43"W S89°26'43"W 54 120.00' 55 120.00' 56 120.00' 57 120.00' S89°26'43"W S89°26'43"W S89°26'43"W 58 120.00' H S89°26'43"W S89°26'43"W 59 120.00' 60 120.00' ' 0 0 . 0 5 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 1 4 ' E " 7 1 3 3 ° 0 S ' 0 0 . 5 3 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 47.82' 47.00' 46.30' 45.72' 45.24' 44.87' 44.60' 44.42' 44.35' 50.90' N89°26'43"E 210.01' N89°51'54"W 473.74' L51 L52 90.01' 12.52' WETLAND CEF BUFFER WETLAND CRITICAL ENVIRONMENTAL FEATURE CITY OF AUSTIN 500-YEAR FULLY DEVELOPED FLOODPLAIN APPROXIMATE LIMIT ZONE 'A' PER FEMA FIRM NO. 48453C0685J DATED: 01/22/2020 TRACT 1 CALLED 245.832 ACRES MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES INC. DOC. NO. 2019099240 O.P.R.T.C. (REMAINDER) 4' 3 . 6 5 0 3 W " 6 3'0 5 ° 1 1 S BLOCK H LOT 29 935,775 SF PRIVATE PARKLAND LOT CALLED 100.278 ACRES METIS CAPITAL, LLC DOC. NO. 2012215596 O.P.R.T.C. SEE SHEET 5 OF 8 SEE SHEET 5 OF 8 SEE SHEET 5 OF 8 SHEET 3 SHEET 4 SHEET KEY: NOT TO SCALE LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET USED TO SHOW GEOMETRIC BREAKS 1/2" IRON ROD FOUND W/ CAP TEXAS DEPARTMENT OF TRANSPORTATION OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS TRAVIS COUNTY COMMISSIONER'S COURT BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) NOTES: 1. 2. See Sheet 2 of 8 for Sight Distance Easement details. See Sheet 7 of 8 for Line, Curve and Lot Area data. GENERAL INFORMATION: TOTAL ACREAGE........................................................126.971 ACRES TOTAL LINEAR FEET OF ROW...................................11,030.24' LINEAR FOOT OF 50' ROW.........................................10,885.24' LINEAR FOOT OF 70' ROW.........................................145.00' ACREAGE OF ROW.....................................................12.947 ACRES NUMBER OF SINGLE FAMILY LOTS..........................297 ACREAGE OF SINGLE FAMILY LOTS........................41.640 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................8 ACREAGE OF NON-RESIDENTIAL LOTS...................72.384 ACRES TOTAL NUMBER OF LOTS...........................................305 IRFC TXDOT OPRTC TCCC DRTC P.O.B. R.O.W. D.E. S.D.E. W.W.E. DEED RECORDS OF TRAVIS COUNTY POINT OF BEGINNING RIGHT OF WAY DRAINAGE EASEMENT SIGHT DISTANCE EASEMENT WASTEWATER EASEMENT SIDEWALK CEF BUFFER WETLAND CRITICAL FEATURE CREEK CENTERLINE MATCH LINE TURNERS PHASE 1 LOT LINE PHASE 2 BOUNDARY LINE RIGHT-OF-WAY CENTER LINE RIGHT-OF-WAY LINE PHASE 2 LOT LINE DRAINAGE EASEMENT FEMA A ZONE OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 BENCHMARK ELECTRIC TRANSMISSION TOWER FILL SLOPE EASEMENT CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale Drawn by Checked by Date 1" = 100' ZKP APS 2/27/20 Project No. 067783111 Sheet No. 4 OF 8 C8J-2018-0091.2A M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . \ \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D 6 of 10B-1916 NORTH Q CONCRETE 1 100 GRAPHIC SCALE IN FEET 0 50 100 200 1" = 100' @ 24X18 3 5 34 11.11' 105.02' 5 3 N88°39'35"E 145.00' ' 1 1 . 1 8 ' W " 5 2 0 2 ° 1 N 105.00' S88°39'35"W C40 7 2 L26 L L53 6 . 2 3 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 9 5 . 9 2 1 ' E " 5 2 0 2 ° 1 S 74 H 9.59' N88°39'35"E S88°39'35"W 120.00' 129.68' 75 116.63' 76 N88°39'35"E 120.00' 77 120.00' S88°39'35"W 5' 1.0 W 4 " 8 72 3'0 E " 4 8 ° 3'0 6 1 4 S ° 6 1 N 7' 2.0 4 ' E " 5 2 0 2 ° 1 S ' 0 0 . 0 4 ' 0 0 . 0 4 SEE SHEET 4 OF 8 12.52' .00' 40.00' 40.00' 40.00' 40.00' 40.00' 40.00' 68.91' C 1 0 6 28.91' 6.30' 8' 0.2 9 1 E " 8 9'5 71 4 ° 4 1 N 9' 3 . 7 7 1 70 E " 7 6'4 5 ° 2 1 N 1' 2 . 6 6 1 69 E " 6 3'3 0 ° 1 1 N 9' 6 . 6 5 1 68 ' E " 6 2 0 1 ° 9 N ' 6 7 . 8 4 1 H 67 ' E " 5 1 7 1 ° 7 N ' 9 3 . 2 4 1 66 ' E " 5 0 4 2 ° 5 N ' 4 5 . 7 3 1 65 64 ' E " 4 5 0 3 ° 3 N ' 7 1 . 4 3 1 ' E " 3 4 7 3 ° 1 N ' 8 2 . 2 3 1 63 ' 6 8 . 1 3 1 62 ' 0 0 . 5 0 1 ' W " 7 2 5 1 ° 0 N 50.0' ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 57 120.00' S89°26'43"W 58 120.00' H S89°26'43"W S89°26'43"W 59 120.00' 60 120.00' ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 ' 0 0 . 0 4 47.82' 47.00' 46.30' 45.72' 45.24' 44.87' 44.60' 44.42' 44.35' 50.90' L51 N89°26'43"E 210.01' N89°51'54"W 473.74' 90.01' L52 SEE SHEET 4 OF 8 WETLAND CEF BUFFER WETLAND CRITICAL ENVIRONMENTAL FEATURE WETLAND CRITICAL ENVIRONMENTAL FEATURE 78 PRIVATE PARKLAND LOT 8.039 ACRES FLOODPLAIN DRAINAGE EASEMENT DOC. NO. 2020080621 OPRTC APPROXIMATE LIMIT ZONE 'A' PER FEMA FIRM NO. 48453C0685J DATED: 01/22/2020 SHEET 2 SHEET 3 SHEET 4 SHEET KEY: NOT TO SCALE ' 5 0 . 6 0 4 ' W " 5 2 0 2 ° 1 N TURNER'S CROSSING NORTH - PHASE 1 DOC#______________ OPRTC 5 ' 9 . 1 1 3 6 " E 8 ' 3 8 ° 3 5 N 338.14' N36°10'48"E N 4 3 ° 1 4 0 5'3 5 . 0 2 " W 9' C39 Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved BLOCK H LOT 61 1,145,911 SF SCHOOL LOT N69°52'23"W 811.43' LEGEND IRSC 1/2" IRON ROD W/ "KHA" CAP SET USED TO SHOW GEOMETRIC BREAKS 1/2" IRON ROD FOUND W/ CAP TEXAS DEPARTMENT OF TRANSPORTATION OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY TEXAS TRAVIS COUNTY COMMISSIONER'S COURT BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) NOTES: 1. 2. See Sheet 2 of 8 for Sight Distance Easement details. See Sheet 7 of 8 for Line, Curve and Lot Area data. GENERAL INFORMATION: TOTAL ACREAGE........................................................126.971 ACRES TOTAL LINEAR FEET OF ROW...................................11,030.24' LINEAR FOOT OF 50' ROW.........................................10,885.24' LINEAR FOOT OF 70' ROW.........................................145.00' ACREAGE OF ROW.....................................................12.947 ACRES NUMBER OF SINGLE FAMILY LOTS..........................297 ACREAGE OF SINGLE FAMILY LOTS........................41.640 ACRES NUMBER OF NON-RESIDENTIAL LOTS.....................8 ACREAGE OF NON-RESIDENTIAL LOTS...................72.384 ACRES TOTAL NUMBER OF LOTS...........................................305 IRFC TXDOT OPRTC TCCC DRTC P.O.B. R.O.W. D.E. S.D.E. W.W.E. DEED RECORDS OF TRAVIS COUNTY POINT OF BEGINNING RIGHT OF WAY DRAINAGE EASEMENT SIGHT DISTANCE EASEMENT WASTEWATER EASEMENT SIDEWALK CEF BUFFER WETLAND CRITICAL FEATURE CREEK CENTERLINE MATCH LINE TURNERS PHASE 1 LOT LINE PHASE 2 BOUNDARY LINE RIGHT-OF-WAY CENTER LINE RIGHT-OF-WAY LINE PHASE 2 LOT LINE DRAINAGE EASEMENT FEMA A ZONE OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 BENCHMARK ELECTRIC TRANSMISSION TOWER FILL SLOPE EASEMENT CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale Drawn by Checked by Date 1" = 100' ZKP APS 2/27/20 Project No. 067783111 Sheet No. 5 OF 8 C8J-2018-0091.2A M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . \ \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D 7 of 10B-19The State of Texas County of Travis § § Know all men by these presents: Whereas, Matthew Scrivener of Meritage Homes of Texas, LLC, Terry Shuffler of Trendmaker Homes, Inc., a Texas Corporation and Michael Slack of Taylor Morrison of Texas Inc., a Texas Corporation, owners of a 55.226 acre tract of land in the Elijah Caples Survey No. 7, Abstract No. 155, Travis County, Texas, and being a portion of that certain 245.832 acre Tract 1, conveyed to Meritage Homes of Texas, LLC, Terry Shuffler of Trendmaker Homes, Inc., a Texas Corporation and Michael Slack of Taylor Morrison of Texas Inc., a Texas Corporation, as recorded under Document Number 2019099240, Official Public Records of Travis County, Texas, and do hereby subdivide said acres to subject to Chapter 212 of the Local Government Code. Now, therefore, know all men by these presents: that the undersigned owner of the land shown on this plat, and designated herein as Turner's Crossing North PHASE 2 of Travis County, Texas, and whose name is subscribed hereto, hereby subdivides said 55.226 acres of land of said in accordance with the attached map or plat to be know as Turner's Crossing North PHASE 2 and do hereby dedicate to the use of the public forever all streets, alleys, parks, watercourses, drains, public easements, and public places thereon shown for the purposed and consideration therein expressed: subject to any easement or restrictions heretofore granted and not released. General Notes: The State of Texas County of Travis § § This subdivision is located within City of Austin's 2-mile extra territorial jurisdiction (ETJ). 1. 2. Water and wastewater service for Turner's Crossing will be provided by the City of Austin. 3. The water and wastewater utility system serving this subdivision must be in accordance with the City of Austin design criteria. The water and wastewater utility plan must be reviewed and approved by the Austin Water Utility. All water and wastewater construction must be inspected by the City of Austin. The landowner must pay the city inspection fee with the utility construction. 4. All streets, driveways, sidewalks, water, wastewater, and storm sewer lines shall be constructed in compliance with the City of Austin and Travis County standards. This subdivision plat is located within the City of Austin 2 Mile ETJ on this the ____________ day of _________________, 20___ A.D. Accepted and authorized for record by the director, development review department, City of Austin, County of Travis, this the ____________ day of _________________, 20___ A.D. 5. Electric service will be provided by Pedernales Electric Cooperative, Inc. 6. No objects, including but not limited to, buildings, fences, or landscaping shall be allowed in a drainage easement except as approved by the City of Austin and Travis County. ________________________________________ Denise Lucas, Director Development Services Department 7. Property owner and/or his/her assigns shall provide for access to the drainage easement as may be necessary and shall not prohibit access by the City of Austin and Travis County for inspection or maintenance of said easement. All drainage easements on private property shall be maintained by the owner and/or his/her assigns. 8. 9. Drainage plans shall be submitted to the City of Austin and Travis County for review prior to site development. Rainfall run-off shall Accepted and authorized for record by the Land Use Commission of the City of Austin, Texas, this the ____________ day of _________________, 20___ A.D. Witness my hand this day ______________________, 2020. be held to the amount existing at undeveloped status by ponding or other approved methods. _________________________________ _______________________________________ Chair Secretary 10. Public sidewalks, built to City of Austin standards, are required along all streets.These sidewalks shall be in place prior to the lot being occupied. Failure to construct the required sidewalks may result in the withholding of certificates of occupancy, building permits, utility connections by the governing body or utility company. 11. Prior to the recording of any final plat of all or a portion of these construction plans, fiscal security shall be provided in accordance with sec 30-1-132 of the land development code for the following improvements: a. Street construction and related infrastructure, including paving, drainage, sidewalks, water supply and wastewater collection for The State of Texas County of Travis § § Commissioners Court Resolution the following street: b. Environmental and safety controls, and other related items (e.g., erosion and sedimentation controls, restoration, channel work, pipe in easements, detention, water quality ponds, etc.) as determined prior to final plat approval. The restoration cost estimate will be based on disturbed areas including all streets shown in this preliminary plan. 12. A 15' public utility easement is hereby reserved adjacent to all street right-of-way. 13. Erosion / sedimentation controls are required for all construction of each lot, including single-family and duplex construction, 14. Water quality controls are required for all development with impervious cover in excess of 20% of the net site area of each lot, pursuant to LDC and the Environmental Criteria Manual. pursuant to LDC and the environmental criteria manual. 15. No lot shall be occupied until the structure is connected to the City of Austin water and wastewater utility system. 16. This site is not over the Edwards Aquifer Recharge Zone. 17. The disturbed areas within this project shall be revegetated and all permanent erosion/sedimentation controls completed prior to the release of fiscal surety for that phase. Temporary erosion/sedimentation controls shall be adjusted as needed prior to this release to ensure that subsequent phase disturbed areas are adequately covered. Any area within the limit of disturbance of the project which is not adequately revegetated shall be brought into compliance prior to the release of the final phase. In approving this plat, the Commissioners Court of Travis County, Texas, assumes no obligation to build the streets, roads, and other public thoroughfares shown on this plat or any bridges or culverts in connection therewith. The building of all streets, roads, and other public thoroughfares shown on this plat, and all bridges and culverts necessary to be constructed or placed in such streets, roads, or other public thoroughfares or in connection therewith, is the responsibility of the owner and/or developer of the tract of land covered by this plat in accordance with plans and specifications prescribed by the Commissioners Court of Travis County, Texas. The owner(s) of the subdivision shall construct the subdivision's street and drainage improvements (the "improvements") to County standards in order for the County to accept the public improvements for maintenance or to release fiscal security posted to secure private improvements. To secure this obligation, the owner(s) must post fiscal security with the County in the amount of the estimated cost of improvements. The owner(s) obligation to construct the improvement to County standards and to post the fiscal security to secure such construction is a continuing obligation binding the owner(s) and their successors and assigns until the public improvements have been accepted for maintenance by the County, or the private improvements have been constructed and are performing to County standards. The authorization of this plat by the Commissioners Court for filing or the subsequent acceptance for maintenance by Travis County, Texas, of roads and streets in the subdivision does not obligate the County to install street name signs or erect traffic control signs, such as speed limit, stop signs, and yield signs, which is considered to be part of the developer's construction. 18. There are several known CEF's on or within 150 feet of this property. 19. Roadway design shall comply with the City of Austin and Travis County design standards. 20. Roads/driveways/pavement/parking within the easement should be built to handle the weight of the condor (80,000 lbs) to ensure THE STATE OF TEXAS COUNTY OF TRAVIS § § safety. 21. Fire hydrants must be located out of the transmission easement and a minimum of 20 feet from any transmission structure. 22. Sprinklers are prohibited within 15 feet of transmission poles. 23. Owner may not place, erect, construct or maintain within the electric transmission easement: any permanent structures, including, but not limited to habitable structures such as homes, mobile homes, garages, or offices, any structure of any kind in such proximity to the electric transmission or distribution lines, poles, structures, towers, or appurtenant facilities as would constitute a violation of the national electric safety code in effect at the time the structure is erected, nor any structures, including but not limited to, fences, storage sheds, drainage, filtration or detention ponds which would impair Austin Energy's access to the transmission easements or its lines, poles, structures, towers or appurtenant facilities in the easements. No trees shall be planted with a mature height of greater than 15 feet within the Electric Transmission Easement. No Trees shall be planted within 25 feet of the base of a transmission structure. Vehicular access for Austin Energy trucks and equipment is to be maintained at all times within the easement. Austin Energy will not be responsible for damages and/or removal of vegetation within the easement. General Notes Continued on Sheet 6 Control Notes: 1. 2. The bearings, distances, areas and coordinates shown hereon are Texas State Coordinate System GRID, Central Zone (FIPS 4203) (NAD'83), as determined by the Global Positioning System (GPS). The unit of linear measurement is U.S. Survey Feet. All lot corners are monumented with a 1/2-inch iron rod with a plastic cap stamped "KHA" after construction and prior to lot sales. I, DANA DEBEAUVOIR, CLERK OF TRAVIS COUNTY, TEXAS DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT OF WRITING AND ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE ON THE ________ DAY OF _________________, 20__, A.D. AT ________ O'CLOCK __.M., DULY RECORDED ON THE ________ DAY OF _________________, 20__, A.D. AT ________ O'CLOCK _.M., OF SAID COUNTY AND STATE IN DOCUMENT NUMBER ____________________________________ OFFICIAL PUBLIC RECORDS OF TRAVIS COUNTY. WITNESS MY HAND AND SEAL OF OFFICE OF THE COUNTY CLERK, THIS ________ DAY OF _________________, 20____, A.D. DANA DEBEAUVOIR, COUNTY CLERK TRAVIS COUNTY, TEXAS _______________________________ DEPUTY THE STATE OF TEXAS COUNTY OF TRAVIS § § ___________________________ DEPUTY This instrument was acknowledged before me on the _____ day of __________________, 2020, by _____________________________, as ____________________ of ______________________, on behalf of said corporation. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. I, DANA DEBEAUVOIR, CLERK OF THE COUNTY COURT, OF TRAVIS COUNTY, TEXAS, DO HEREBY CERTIFY THAT ON THE ______ DAY OF ________________, 2020, A.D., THE COMMISSIONERS' COURT OF TRAVIS COUNTY, TEXAS, PASSED AN ORDER AUTHORIZING THE FILING FOR RECORD OF THIS PLAT, AND THAT SAID ORDER WAS DULY ENTERED IN THE MINUTES OF SAID COURT. WITNESS MY HAND AND SEAL OF OFFICE OF THE COUNTY COURT OF SAID COUNTY, THE ______ DAY OF ______________, 2020, A.D. DANA DEBEAUVOIR, COUNTY CLERK, TRAVIS COUNTY, TEXAS OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 This instrument was acknowledged before me on the _____ day of __________________, 2020, by _____________________________, as ____________________ of ______________________, on behalf of said corporation. This instrument was acknowledged before me on the _____ day of __________________, 2020, by _____________________________, as ____________________ of ______________________, on behalf of said corporation. By:___________________ Name: Matthew Scrivener Title: Vice President of Land Development Company: Meritage Homes of Texas, LLC Address: 8920 Business Park Drive, Ste 350, Austin, TX 78759 The State of Texas County of Travis § § _____________________ Notary Public Notary Registration Number _____________ My commission expires: ________________ County of Travis The State of Texas By:___________________ Name: Terry Shuffler Title: Vice President of Operations Company: Trendmaker Homes, Inc., a Texas Corporation Address: 13640 Briarwick Dr., Ste 170, Austin, TX 78729 The State of Texas County of Travis § § _____________________ Notary Public Notary Registration Number _____________ My commission expires: ________________ County of Travis The State of Texas By:___________________ Name: Michael Slack Title: Vice President, Land Resources Company: Taylor Morrison of Texas Inc., a Texas Corporation Address: 11200 Lakeline Blvd., Ste 150B, Austin, TX 78717 The State of Texas County of Travis § § _____________________ Notary Public Notary Registration Number _____________ My commission expires: ________________ County of Travis The State of Texas The 500-year flood plain is contained within the drainage easement as shown hereon. A portion of this tract is within the designated flood hazard area as shown on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) #48453C0685J, Travis County, Texas, dated January 22, 2020, Community #481026. ____________________________________ Jacob Kondo, P.E. Registered Professional Engineer No. 115813 Kimley-Horn and Associates, Inc. 10814 Jollyville Road Avallon IV, Suite 200 Austin, Texas 78759 PH: (512) 418-1771 Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved The State of Texas County of Travis § § I, the undersigned, a Registered Professional Engineer in the State of Texas, hereby certify that proper engineering consideration has been given this plat. Plat complies with all Travis County Subdivision Regulations. Engineered by: _________________________________ Jacob Kondo, P.E. Registered professional engineer no. 115813 Kimley-Horn and Associates, Inc. 10814 Jollyville Road Avallon IV, Suite 200 Austin, Texas 78759 The State of Texas County of Bexar § § I, Abel P. Stendahl, a Professional Land Surveyor in the State of Texas, hereby certify that this plat is true and correctly made and is prepared from an actual survey of the property made under my supervision on the ground and that the corner monuments were properly placed under my supervision. Plat complies with all Travis County Subdivision Regulations. ________________________________________ Abel P. Stendahl Registered Professional Land Surveyor No. 6754 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 PH: 210-541-9166 ETF OET E G ISTERE R D X A S ATS ABEL P. STENDAHL L L A P R 6754 OF I N ES S D S U R V O N E AL Y O R FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale N/A Drawn by Checked by Date ZKP APS 2/27/20 Project No. 067783111 Sheet No. 6 OF 8 C8J-2018-0091.2A M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . I \ \ G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D 8 of 10B-19LOT TABLE LOT TABLE LOT TABLE LOT TABLE LOT TABLE CURVE TABLE CURVE TABLE CURVE TABLE LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD NO. DELTA RADIUS LENGTH CHORD BEARING CHORD BLOCK A LOT 19 0.129 5,625 BLOCK A LOT 50 0.129 5,625 BLOCK E LOT 27 0.134 5,827 BLOCK F LOT 20 0.136 5,906 BLOCK G LOT 18 0.141 6,163 14°41'53" 676.20' 173.47' N69°45'52"W 172.99' C39 1°10'19" 14618.20' 299.01' N67°22'47"W 299.01' C77 55°08'01" 59.99' 57.73' S28°53'36"E 55.53' BLOCK A LOT 20 0.129 5,625 BLOCK A LOT 51 0.129 5,625 BLOCK E LOT 28 0.124 5,400 BLOCK F LOT 21 0.134 5,856 BLOCK G LOT 19 0.139 6,056 90°02'16" 15.00' 23.57' N17°23'44"W 21.22' C40 90°00'00" 15.00' 23.56' N46°20'25"W 21.21' C78 83°39'47" 15.00' 21.90' N45°58'14"W 20.01' BLOCK A LOT 21 0.129 5,625 BLOCK A LOT 52 0.132 5,749 BLOCK E LOT 29 0.124 5,400 BLOCK F LOT 22 0.125 5,465 BLOCK G LOT 20 0.164 7,157 41°36'54" 435.00' 315.95' N48°25'51"E 309.05' C41 22°02'17" 445.00' 171.16' N09°40'43"E 170.11' C85 28°16'26" 300.00' 148.04' S64°39'29"W 146.54' BLOCK A LOT 22 0.129 5,625 BLOCK A LOT 53 0.134 5,837 BLOCK E LOT 30 0.124 5,400 BLOCK F LOT 23 0.124 5,400 BLOCK G LOT 21 0.138 5,995 89°02'03" 15.00' 23.31' S66°14'41"E 21.03' C42 21°12'01" 445.00' 164.66' N31°17'52"E 163.72' C86 29°49'24" 300.00' 156.16' S35°36'34"W 154.40' BLOCK A LOT 23 0.129 5,625 BLOCK A LOT 54 0.137 5,956 BLOCK E LOT 31 0.124 5,400 BLOCK F LOT 24 0.124 5,400 BLOCK G LOT 22 0.138 6,000 90°57'57" 15.00' 23.81' N23°45'19"E 21.39' C43 95°02'23" 15.00' 24.88' N02°02'00"W 22.13' C87 21°15'08" 900.00' 333.83' S79°55'43"E 331.92' BLOCK A LOT 24 0.129 5,625 BLOCK A LOT 55 0.141 6,144 BLOCK E LOT 32 0.124 5,400 BLOCK F LOT 25 0.124 5,400 BLOCK G LOT 23 0.138 6,015 8°34'37" 1500.00' 224.54' N23°18'09"E 224.33' C45 27°45'05" 435.00' 210.69' N35°36'12"W 208.64' C88 21°15'08" 1190.00' 441.40' S79°55'43"E 438.87' BLOCK A LOT 25 0.129 5,625 BLOCK A LOT 56 0.147 6,402 BLOCK E LOT 33 0.124 5,400 BLOCK F LOT 26 0.124 5,400 BLOCK G LOT 24 0.150 6,528 BLOCK A LOT 26 0.129 5,625 BLOCK A LOT 57 8.552 372,534 BLOCK E LOT 34 0.124 5,400 BLOCK F LOT 27 0.124 5,400 BLOCK G LOT 25 0.151 6,578 BLOCK A LOT 27 0.129 5,625 BLOCK A LOT 58 4.144 180,510 BLOCK E LOT 35 0.135 5,888 BLOCK F LOT 28 0.124 5,400 BLOCK G LOT 26 0.185 8,078 BLOCK A LOT 28 0.129 5,625 BLOCK B LOT 2 0.129 5,640 BLOCK E LOT 36 0.138 6,017 BLOCK F LOT 29 0.125 5,460 BLOCK G LOT 27 0.128 5,562 BLOCK A LOT 29 0.129 5,625 BLOCK B LOT 3 0.129 5,640 BLOCK E LOT 37 0.124 5,400 BLOCK F LOT 30 0.136 5,907 BLOCK G LOT 28 0.126 5,481 BLOCK A LOT 30 0.129 5,625 BLOCK B LOT 4 0.129 5,640 BLOCK E LOT 38 0.137 5,952 BLOCK F LOT 31 0.131 5,686 BLOCK G LOT 29 5.123 223,163 BLOCK A LOT 31 0.129 5,625 BLOCK B LOT 5 0.129 5,640 BLOCK F LOT 1 0.164 7,153 BLOCK F LOT 32 0.129 5,599 BLOCK H LOT 2 0.159 6,947 BLOCK A LOT 32 0.129 5,625 BLOCK B LOT 6 0.129 5,640 BLOCK F LOT 2 0.125 5,456 BLOCK F LOT 33 0.150 6,552 BLOCK H LOT 3 0.143 6,250 BLOCK A LOT 33 0.129 5,625 BLOCK B LOT 7 0.129 5,640 BLOCK F LOT 3 0.125 5,435 BLOCK G LOT 1 0.136 5,921 BLOCK H LOT 4 0.143 6,250 5°39'28" 600.00' 59.25' S65°14'38"E 59.22' C46 90°00'00" 15.00' 23.56' N23°16'21"E 21.21' C89 22°02'17" 300.00' 115.39' S09°40'43"W 114.68' C10 14°49'14" 600.00' 155.20' S55°00'17"E 154.77' C47 90°00'00" 15.00' 23.56' N66°43'39"W 21.21' C90 215°13'10" 50.00' 187.82' N41°08'53"E 95.32' C11 6°26'41" 400.00' 44.99' N45°56'40"E 44.97' C48 14°10'27" 500.00' 123.69' N61°11'08"E 123.38' C91 1°34'15" 755.00' 20.70' S88°53'20"E 20.70' C12 8°34'15" 600.00' 89.75' N66°42'02"W 89.67' C49 27°45'05" 300.00' 145.31' S35°36'12"E 143.89' C92 250°31'44" 50.00' 218.63' N35°49'11"W 81.65' C13 40°41'15" 600.00' 426.08' N42°04'17"W 417.18' C50 3°34'39" 300.00' 18.73' S52°18'35"W 18.73' C93 99°40'13" 15.00' 26.09' N00°21'22"E 22.93' C14 71°11'54" 25.00' 31.07' N16°35'06"W 29.11' C51 2°10'05" 590.00' 22.33' S49°26'13"W 22.32' C94 78°50'07" 15.00' 20.64' S88°53'48"E 19.05' C15 8°38'15" 25.00' 3.77' N56°30'10"W 3.77' C52 6°56'05" 300.00' 36.31' N47°03'13"E 36.29' C95 34°44'35" 50.00' 30.32' N83°50'01"W 29.86' C16 191°26'06" 60.00' 200.47' S34°53'45"W 119.40' C54 10°30'44" 300.00' 55.04' S48°50'33"W 54.96' C96 41°46'21" 15.00' 10.94' S86°05'50"W 10.70' C17 65°46'21" 60.00' 68.88' N16°30'01"W 65.16' C55 34°34'16" 300.00' 181.01' N18°36'58"W 178.28' C97 95°09'45" 15.00' 24.91' S21°43'16"E 22.15' C18 90°00'00" 15.00' 23.56' S25°59'09"E 21.21' C56 6°42'32" 475.00' 55.62' N64°55'07"E 55.59' C98 90°00'00" 15.00' 23.56' S65°41'51"W 21.21' BLOCK A LOT 34 0.129 5,625 BLOCK B LOT 8 0.129 5,640 BLOCK F LOT 4 0.134 5,828 BLOCK G LOT 2 0.124 5,400 BLOCK H LOT 5 0.143 6,250 C19 90°00'00" 15.00' 23.56' S64°00'51"W 21.21' C57 7°27'56" 350.00' 45.60' N57°49'52"E 45.57' C99 12°51'50" 755.00' 169.51' S81°40'18"E 169.15' BLOCK A LOT 35 0.129 5,625 BLOCK B LOT 9 0.129 5,640 BLOCK F LOT 5 0.129 5,633 BLOCK G LOT 3 0.124 5,400 BLOCK H LOT 6 0.143 6,250 C20 90°00'00" 15.00' 23.56' N25°59'09"W 21.21' C58 190°12'35" 50.00' 165.99' N78°59'11"W 99.60' C100 55°56'15" 25.00' 24.41' N61°28'36"E 23.45' BLOCK A LOT 36 0.129 5,625 BLOCK B LOT 10 0.129 5,640 BLOCK F LOT 6 0.124 5,400 BLOCK G LOT 4 0.134 5,853 BLOCK H LOT 7 0.143 6,250 C21 90°00'00" 15.00' 23.56' N64°00'51"E 21.21' C59 52°01'12" 15.00' 13.62' S09°53'29"E 13.16' C101 90°00'00" 15.00' 23.56' N45°33'17"W 21.21' BLOCK A LOT 37 0.129 5,625 BLOCK B LOT 11 0.129 5,640 BLOCK F LOT 7 0.124 5,400 BLOCK G LOT 5 0.130 5,658 BLOCK H LOT 8 0.143 6,250 C22 90°00'00" 15.00' 23.56' S25°59'09"E 21.21' C60 10°09'24" 1052.94' 186.65' N29°12'03"W 186.41' C102 90°00'00" 15.00' 23.56' S44°26'43"W 21.21' BLOCK A LOT 38 0.127 5,517 BLOCK B LOT 12 0.140 6,090 BLOCK F LOT 8 0.124 5,400 BLOCK G LOT 6 0.124 5,400 BLOCK H LOT 9 0.143 6,236 C23 90°00'00" 15.00' 23.56' S64°00'51"W 21.21' C61 211°20'36" 60.00' 221.32' N17°52'10"E 115.54' C103 90°00'00" 15.00' 23.56' S24°18'09"E 21.21' C1 C3 C5 C6 C7 C8 C9 BLOCK A LOT 39 0.159 6,946 BLOCK B LOT 13 0.158 6,871 BLOCK F LOT 9 0.124 5,400 BLOCK G LOT 7 0.124 5,400 BLOCK H LOT 10 0.122 5,309 C24 92°54'47" 15.00' 24.32' N65°28'14"E 21.75' C62 6°56'05" 325.00' 39.34' N47°03'13"E 39.31' C104 88°33'56" 15.00' 23.19' S66°24'53"W 20.95' BLOCK A LOT 40 0.146 6,364 BLOCK B LOT 14 0.147 6,400 BLOCK F LOT 10 0.124 5,400 BLOCK G LOT 8 0.124 5,400 BLOCK H LOT 11 0.124 5,401 C25 91°34'12" 15.00' 23.97' S22°17'16"E 21.50' C63 2°05'23" 565.00' 20.61' S49°28'34"W 20.61' C105 90°00'00" 15.00' 23.56' N44°26'43"E 21.21' BLOCK A LOT 41 0.124 5,400 BLOCK E LOT 18 0.054 2,350 BLOCK F LOT 11 0.124 5,400 BLOCK G LOT 9 0.124 5,400 BLOCK H LOT 12 0.137 5,981 C26 71°41'02" 15.00' 18.77' S08°15'03"E 17.57' C64 90°00'00" 15.00' 23.56' N66°43'39"W 21.21' C106 90°00'00" 15.00' 23.56' N45°33'17"W 21.21' BLOCK A LOT 42 0.124 5,400 BLOCK E LOT 19 0.136 5,904 BLOCK F LOT 12 0.124 5,400 BLOCK G LOT 10 0.124 5,400 BLOCK H LOT 13 0.138 6,000 C27 72°30'58" 15.00' 18.98' N63°50'57"E 17.74' C65 90°00'00" 15.00' 23.56' S23°16'21"W 21.21' BLOCK A LOT 43 0.124 5,400 BLOCK E LOT 20 0.134 5,834 BLOCK F LOT 13 0.132 5,738 BLOCK G LOT 11 0.124 5,400 BLOCK H LOT 14 0.138 6,000 BLOCK A LOT 44 0.124 5,400 BLOCK E LOT 21 0.141 6,129 BLOCK F LOT 14 0.137 5,978 BLOCK G LOT 12 0.124 5,400 BLOCK H LOT 15 0.138 6,000 BLOCK A LOT 45 0.124 5,400 BLOCK E LOT 22 0.141 6,129 BLOCK F LOT 15 0.144 6,267 BLOCK G LOT 13 0.124 5,400 BLOCK H LOT 16 0.138 6,000 BLOCK A LOT 46 0.124 5,400 BLOCK E LOT 23 0.141 6,129 BLOCK F LOT 16 0.214 9,330 BLOCK G LOT 14 0.124 5,400 BLOCK H LOT 17 0.150 6,538 BLOCK A LOT 47 0.137 5,952 BLOCK E LOT 24 0.141 6,129 BLOCK F LOT 17 0.195 8,478 BLOCK G LOT 15 0.124 5,400 BLOCK H LOT 18 0.147 6,402 BLOCK A LOT 48 0.142 6,202 BLOCK E LOT 25 0.141 6,129 BLOCK F LOT 18 0.196 8,542 BLOCK G LOT 16 0.133 5,773 BLOCK H LOT 19 0.177 7,694 BLOCK A LOT 49 0.129 5,625 BLOCK E LOT 26 0.141 6,129 BLOCK F LOT 19 0.135 5,900 BLOCK G LOT 17 0.135 5,901 BLOCK H LOT 20 0.307 13,357 LOT TABLE LOT TABLE LOT TABLE LOT TABLE LOT TABLE C28 46°15'51" 25.00' 20.19' S73°20'34"E 19.64' C66 30°15'58" 25.00' 13.21' N38°57'55"E 13.05' C29 187°23'00" 50.00' 163.52' N02°47'00"W 99.79' C67 90°00'00" 25.00' 39.27' N80°54'06"W 35.36' C30 27°40'37" 25.00' 12.08' S77°04'23"W 11.96' C68 80°00'00" 15.00' 20.94' S89°28'44"E 19.28' C31 92°45'35" 25.00' 40.47' S03°39'29"E 36.20' C69 100°00'00" 15.00' 26.18' S00°31'16"W 22.98' C32 85°53'01" 15.00' 22.48' S87°53'29"E 20.44' C70 90°00'00" 15.00' 23.56' N09°05'54"E 21.21' C33 86°25'00" 15.00' 22.62' S05°57'30"W 20.54' C71 90°00'00" 15.00' 23.56' N80°54'06"W 21.21' C34 5°38'59" 746.06' 73.57' N65°14'38"W 73.54' C72 100°00'00" 15.00' 26.18' N00°31'16"E 22.98' C35 8°06'50" 745.00' 105.50' N25°47'04"W 105.41' C73 80°00'24" 15.00' 20.94' N89°28'44"W 19.28' C36 94°26'20" 14.57' 24.02' N23°45'19"E 21.39' C74 90°00'00" 15.00' 23.56' S09°05'54"W 21.21' LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. LOT NO. ACRES SQ. FT. C37 41°36'54" 505.00' 366.79' N48°25'51"E 358.78' C75 21°15'08" 1045.00' 387.61' S79°55'43"E 385.39' BLOCK H LOT 21 0.158 6,865 BLOCK H LOT 53 0.110 4,800 BLOCK I LOT 8 0.146 6,375 BLOCK J LOT 17 0.171 7,465 BLOCK R LOT 34 0.156 6,813 C38 89°57'42" 15.00' 23.55' N72°36'15"E 21.21' C76 96°44'12" 15.00' 25.33' N77°32'00"W 22.42' BLOCK H LOT 22 0.155 6,754 BLOCK H LOT 54 0.110 4,800 BLOCK I LOT 9 0.146 6,375 BLOCK J LOT 18 0.188 8,169 BLOCK S LOT 1 0.137 5,952 BLOCK H LOT 23 0.151 6,568 BLOCK H LOT 55 0.110 4,800 BLOCK I LOT 10 0.146 6,375 BLOCK J LOT 19 0.234 10,201 BLOCK S LOT 2 0.118 5,160 LINE TABLE LINE TABLE LINE TABLE BLOCK H LOT 24 0.268 11,681 BLOCK H LOT 56 0.110 4,800 BLOCK I LOT 11 0.172 7,491 BLOCK K LOT 1 0.171 7,452 BLOCK S LOT 3 0.123 5,373 NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH BLOCK H LOT 25 0.133 5,805 BLOCK H LOT 57 0.110 4,800 BLOCK I LOT 12 0.171 7,452 BLOCK K LOT 2 0.160 6,984 BLOCK S LOT 4 0.123 5,379 L1 N68°16'21"E 50.00' L18 N19°00'51"E 100.48' L40 S16°09'27"W 21.89' BLOCK H LOT 26 0.138 6,025 BLOCK H LOT 58 0.110 4,800 BLOCK I LOT 13 0.143 6,250 BLOCK K LOT 3 0.161 7,026 BLOCK S LOT 5 0.123 5,379 S21°43'39"E 68.19' L19 N27°35'28"E 89.54' L41 S50°12'15"W 42.59' BLOCK H LOT 27 0.138 6,015 BLOCK H LOT 59 0.110 4,800 BLOCK I LOT 14 0.143 6,250 BLOCK K LOT 4 0.161 7,026 BLOCK S LOT 6 0.123 5,379 S22°43'49"E 44.99' L20 S47°35'40"E 26.83' L42 S88°59'15"W 102.62' BLOCK H LOT 28 0.138 6,005 BLOCK H LOT 60 0.110 4,800 BLOCK I LOT 15 0.143 6,250 BLOCK K LOT 5 0.150 6,555 BLOCK S LOT 7 0.123 5,379 BLOCK H LOT 30 0.176 7,654 BLOCK H LOT 62 0.152 6,632 BLOCK I LOT 16 0.146 6,375 BLOCK K LOT 6 0.143 6,250 BLOCK S LOT 8 0.123 5,379 BLOCK H LOT 31 0.131 5,686 BLOCK H LOT 63 0.128 5,565 BLOCK I LOT 17 0.146 6,375 BLOCK K LOT 7 0.143 6,250 BLOCK S LOT 9 0.123 5,379 BLOCK H LOT 32 0.126 5,489 BLOCK H LOT 64 0.129 5,616 BLOCK I LOT 18 0.146 6,375 BLOCK K LOT 8 0.143 6,250 BLOCK S LOT 10 0.124 5,418 BLOCK H LOT 33 0.158 6,878 BLOCK H LOT 65 0.132 5,733 BLOCK I LOT 19 0.147 6,382 BLOCK K LOT 9 0.143 6,250 BLOCK S LOT 11 0.141 6,140 BLOCK H LOT 34 0.178 7,747 BLOCK H LOT 66 0.136 5,915 BLOCK I LOT 20 0.160 6,974 BLOCK K LOT 10 0.143 6,250 BLOCK S LOT 12 0.137 5,961 BLOCK H LOT 35 0.165 7,201 BLOCK H LOT 67 0.142 6,166 BLOCK I LOT 21 0.160 6,974 BLOCK K LOT 11 0.143 6,250 BLOCK S LOT 13 0.124 5,419 BLOCK H LOT 36 0.169 7,374 BLOCK H LOT 68 0.149 6,487 BLOCK I LOT 22 0.236 10,275 BLOCK K LOT 12 0.172 7,500 BLOCK S LOT 14 0.124 5,392 BLOCK H LOT 37 0.142 6,202 BLOCK H LOT 69 0.158 6,881 BLOCK J LOT 1 0.219 9,541 BLOCK K LOT 13 0.354 15,434 BLOCK S LOT 15 0.124 5,392 BLOCK H LOT 38 0.174 7,601 BLOCK H LOT 70 0.169 7,352 BLOCK J LOT 2 0.170 7,384 BLOCK R LOT 19 0.170 7,405 BLOCK S LOT 16 0.124 5,392 BLOCK H LOT 39 0.242 10,541 BLOCK H LOT 71 0.181 7,903 BLOCK J LOT 3 0.174 7,568 BLOCK R LOT 20 0.147 6,403 BLOCK S LOT 17 0.124 5,392 BLOCK H LOT 40 0.117 5,113 BLOCK H LOT 72 0.151 6,557 BLOCK J LOT 4 0.163 7,106 BLOCK R LOT 21 0.131 5,709 BLOCK S LOT 18 0.124 5,392 BLOCK H LOT 41 0.119 5,181 BLOCK H LOT 73 0.194 8,445 BLOCK J LOT 5 0.158 6,875 BLOCK R LOT 22 0.140 6,112 BLOCK S LOT 19 0.124 5,392 BLOCK H LOT 42 0.119 5,181 BLOCK H LOT 74 0.127 5,515 BLOCK J LOT 6 0.152 6,625 BLOCK R LOT 23 0.110 4,802 BLOCK S LOT 20 0.124 5,392 BLOCK H LOT 43 0.119 5,181 BLOCK H LOT 75 0.113 4,926 BLOCK J LOT 7 0.149 6,500 BLOCK R LOT 24 0.110 4,800 BLOCK S LOT 21 0.124 5,388 L2 L3 L4 L5 L6 L7 L8 L9 S27°56'07"E 44.98' L21 N42°43'19"E 50.36' L43 S43°35'11"W 2.81' S33°35'44"E 44.98' L22 N49°10'00"E 74.71' L44 S50°31'16"W 69.84' S39°15'55"E 44.98' L23 S21°43'39"E 73.19' L45 N11°12'19"W 25.00' S44°55'55"E 44.98' L24 N61°13'09"W 51.43' L46 S50°31'16"W 72.38' S50°35'55"E 44.98' L25 N57°16'35"W 53.63' L47 N00°33'17"W 25.00' S56°16'02"E 44.98' L26 N88°39'35"E 25.00' L48 N89°26'43"E 28.40' L10 S61°26'40"E 44.99' L27 N01°20'25"W 33.48' L49 N00°33'17"W 15.00' L11 S63°40'40"E 44.99' L33 N50°31'16"E 168.86' L50 S89°26'43"W 39.49' L12 S68°57'47"E 44.98' L34 N50°31'16"E 69.84' L51 S89°26'43"W 50.00' L13 S19°00'51"W 13.44' L35 N43°35'11"E 152.54' L52 S00°33'17"E 12.45' L14 N19°00'51"E 18.56' L36 N54°05'54"E 192.96' L53 S88°39'35"W 50.00' L15 N87°45'33"E 26.81' L37 S01°19'50"E 58.73' L54 S50°31'16"W 17.06' L16 S70°59'09"E 35.00' L38 N88°40'10"E 35.00' L55 N69°18'09"W 50.00' L17 S19°00'51"W 104.50' L39 N56°05'35"E 50.03' L56 N89°26'43"E 43.91' BLOCK H LOT 44 0.119 5,181 BLOCK H LOT 76 0.110 4,800 BLOCK J LOT 8 0.146 6,375 BLOCK R LOT 25 0.110 4,800 BLOCK S LOT 22 0.119 5,196 LOT TABLE BLOCK H LOT 45 0.113 4,911 BLOCK H LOT 77 0.110 4,800 BLOCK J LOT 9 0.146 6,375 BLOCK R LOT 26 0.110 4,800 BLOCK S LOT 23 0.137 5,952 BLOCK H LOT 46 0.110 BLOCK I LOT 1 0.206 BLOCK J LOT 10 0.174 7,577 BLOCK R LOT 27 0.110 4,800 BLOCK H LOT 47 0.152 BLOCK I LOT 2 0.169 BLOCK J LOT 11 0.177 7,702 BLOCK R LOT 28 0.110 4,800 BLOCK H LOT 48 0.110 4,800 BLOCK I LOT 3 0.165 7,176 BLOCK J LOT 12 0.149 6,500 BLOCK R LOT 29 0.110 4,800 BLOCK H LOT 49 0.128 BLOCK I LOT 4 0.162 BLOCK J LOT 13 0.149 6,500 BLOCK R LOT 30 0.110 4,800 BLOCK H LOT 50 0.108 BLOCK I LOT 5 0.149 BLOCK J LOT 14 0.169 7,366 BLOCK R LOT 31 0.111 4,815 4,800 6,600 5,592 4,706 8,968 7,382 7,053 6,500 BLOCK H LOT 51 0.137 5,952 BLOCK I LOT 6 0.149 6,500 BLOCK J LOT 15 0.161 7,003 BLOCK R LOT 32 0.131 5,686 BLOCK H LOT 52 0.110 4,800 BLOCK I LOT 7 0.149 6,500 BLOCK J LOT 16 0.165 7,174 BLOCK R LOT 33 0.148 6,461 LOT NO. ACRES SQ. FT. ROW-NORTH TURNERSVILLE 1.025 44,660 ROW 1 ROW 2 ROW 3 TRACT 1 TRACT 2 4.932 214,843 4.333 188,733 3.682 160,374 41.467 1,806,324 85.504 3,724,562 BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale N/A Drawn by Checked by Date ZKP APS 2/27/20 Project No. 067783111 Sheet No. 7 OF 8 C8J-2018-0091.2A M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P \ . \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D 9 of 10B-19General Notes Continued: under separate site plan application. 24. Parkland fees will be satisfied prior to final plat approval. 25. Parkland dedication is required per Title 30-2-213, as amended, prior to approval of a final plat in this subdivision. The area to be dedicated for private park purposes is shown on this plat as Lot 1, Block L and Lot 78, Block H. Lot 25, Block D will be developed as a private amenity center lot 26. Access is prohibited to SH45. 27. Within a sight distance easement any obstruction of sight line by vegetation, fencing, earthwork, buildings, signs or any other object which is determined to cause a traffic hazard is prohibited and may be removed by order of the Travis County commissioners' court at the owner's expense. The property owner is to maintain an unobstructed view corridor within the bounds of such easement at all times. 28. Waterway setbacks as defined by the Land Development Code may be located on this property. Development is limited within waterway setbacks. 29. The CEF buffer must be maintained per City of Austin code and criteria. Existing drainage and native vegetation shall remain undisturbed to allow the water quality function of the buffer. Inspection and maintenance must occur semi-anually, and records must be kept for 3 years. Construction is prohibited; and wastewater disposal or irrigation is prohibited. No tracked vehicles are permitted within the CEF buffer. 30. A Travis County Site Development Permit is required prior to any site development. 31. Drainage and lateral support easements to the limit shown on this plat are hereby dedicated to the public for the construction, maintenance, and the right to place earthen fill for drainage and lateral support for public roadways on this plat. Property owners may use their property within these easements only in those ways that are consistent with the construction, installation and maintenance of the drainage and lateral support easements dedicated herein. Property owners may do nothing that would impair, damage or destroy the drainage and lateral support easements. Travis County and its successors and assigns have the right to use so much of the surface of the property within the easements as may be reasonably necessary to construct, install and maintain drainage and lateral support facilities within the easement. 32 The owner of this subdivision, and his or her successors and assigns, assumes responsibility for plans for construction of subdivision improvements which comply with applicable codes and requirements of the City of Austin. The owner understands and acknowledges that plat vacation or replatting may be required, at the owner's sole expense, of plans to construct the subdivision do not comply with such codes and requirements. 33. The subdivision plat was approved and recorded before the construction and acceptance of streets and other subdivision improvements. Pursuant to the terms of a subdivision Construction Agreement between the subdivider and the City of Austin, Dated ______________________, 20__, the subdivider is responsible for the construction of all streets and facilities needed to serve the lots within the subdivision. This responsibility may be assigned in accordance with the terms of that agreement. For the Construction Agreement pertaining to this subdivision, see the separate instrument recorded in Doc# _______________, in the Official Public Records of Travis County, Texas. 34. Slopes in excess of 15% exist on Lots 20-22 of Block A; 7 of Block K; and 62-65 of Block H. Construction on slopes is limited per the Land Development Code. 35. Impervious cover will be limited to 55% on these Lots [20-22 of Block A; 7 of Block K; 65 of H] and 45% on Lots [62-64 of Block H]. 36. No residential structure shall be constructed within 50 feet of the water quality and detention facilities within this development. 37. A Travis County driveway permit will be required as part of the future development permit application. 38. All lots in this subdivision are restricted to one single family residence per lot. 39. Travis County development permit is required prior to site development. 40. No objects, including but not limited to, buildings, fences, or landscaping shall be allowed in a drainage in a drainage easement except as approved by Travis County (and other appropriate jurisdiction). 41. All drainage easements on private property shall be maintained by the owner and/or his/her assigns. 41. Property owner and/or his/her assigns shall provide for access to the drainage easement as may be necessary and shall not prohibit access by Travis County for inspection or maintenance of said easement. 42. In approving this plat, the Commissioners Court of Travis County, Texas, assumes no obligation to build the streets, roads, and other public thoroughfares shown on this plat or any bridges or culverts in connection therewith. The building of all streets, roads, and other public thoroughfares shown on this plat, and all bridges and culverts necessary to be constructed or placed in such streets, roads, or other public thoroughfares or in connection therewith, is the responsibility of the owner and/or developer of the tract of land covered by this plat in accordance with plans and specifications prescribed by the Commissioners Court of Travis County, Texas. The Owner(s) of the Subdivision shall construct the Subdivision’s street and drainage improvements (the “Improvements”) to County Standards in order for the County to accept the public Improvements for maintenance or to release fiscal security posted to secure private improvements. To secure this obligation, the Owner(s) must post fiscal security with the County in the amount of the estimated cost of the Improvements. The Owner(s)’ obligation to construct the Improvements to County Standards and to post the fiscal security to secure such construction is a continuing obligation binding on the Owners and their successors and assigns until the public Improvements have been accepted for maintenance by the County, or the private Improvements have been constructed and are performing to County Standards. The authorization of this plat by the Commissioners Court for filing or the subsequent acceptance for maintenance by Travis County, Texas, of roads and streets in the subdivision does not obligate the County to install street name signs or erect traffic control signs, such as speed limit, stop signs, and yield signs, which is considered to be a part of the developer's construction. BENCHMARK LIST "(" SET AT THE SOUTHWEST BM #101 CORNER OF A CURB INLET AN THE INTERSECTION OF THE SOUTH R.O.W. OF S.H. 45 AND THE EAST R.O.W. OF NORTH TURNERSVILLE ROAD. ELEV.=748.46'(NAVD'88) OWNER/DEVELOPER: MERITAGE HOMES OF TEXAS, LLC 8920 BUSINESS PARK DRIVE STE. 350 AUSTIN, TEXAS 78759 TEL: (512) 610-6409 TAYLOR MORRISON OF TEXAS, INC. 11200 LAKELINE BOULEVARD, STE 150A AUSTIN, TEXAS 78717 TEL: (512) 549-6838 TRENDMAKER HOMES, INC. 13640 BRIARWICK DRIVE, STE 170 AUSTIN, TEXAS 78729 TEL: (281) 675-3335 CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 10814 JOLLYVILLE ROAD, AVALLON IV, SUITE 200 AUSTIN, TEXAS 78759 TBPE FIRM REGISTRATION NO. F-928 PH: (512) 418-1771 FAX: (512) 418-1791 CONTACT: JACOB KONDO, P.E. SURVEYOR: KIMLEY-HORN AND ASSOCIATES, INC. LAND SURVEYOR NO. 6754 601 NW LOOP 410, SUITE 350 SAN ANTONIO, TEXAS 78216 PH: (210) 541-9166 CONTACT: ABEL P. STENDAHL, R.P.L.S. M P 6 2 : 5 0 2 0 2 / 5 / 1 1 D E V A S T S A L M P 5 3 : 5 0 2 0 2 / 5 / 1 1 L E B A , L H A D N E T S Y B D E T T O L P . \ \ I G W D H T R O N 2 E S A H P G N S S O R C S R E N R U T S T A L P G W D G N S S O R C S R E N R U T - 1 1 1 3 8 7 7 6 0 Y E V R U S _ A N S \ I \ \ : K : E M A N G W D FINAL PLAT TURNER'S CROSSING NORTH - PHASE 2 126.971 ACRES OUT OF A CALLED 245.832 ACRE TRACT 1 CONVEYED TO MERITAGE HOMES OF TEXAS, LLC, TAYLOR MORRISON OF TEXAS, INC., AND TRENDMAKER HOMES, INC. IN DOC. NO. 2019099240, OPRTC ELIJAH CAPLES SURVEY NO. 7, ABSTRACT NO. 155 TRAVIS COUNTY, TEXAS Copyright © 2020 Kimley-Horn and Associates, Inc. All rights reserved 601 NW Loop 410, Suite 350 San Antonio, Texas 78216 FIRM # 10193973 Tel. No. (210) 541-9166 www.kimley-horn.com Scale N/A Drawn by Checked by Date ZKP APS 2/27/20 Project No. 067783111 Sheet No. 8 OF 8 C8J-2018-0091.2A 10 of 10B-19