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Res 16-44 Approving Estates of Quail Hollow Phase 1 and Phase 2A Final Plat TOWN OF WESTLAKE RESOLUTION 16-44 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING THE FINAL PLATS FOR PHASE 1 AND PHASE 2A OF THE QUAIL HOLLOW SUBDIVISION SHOWING 52 RESIDENTIAL LOTS OF ONE-ACRE OR MORE IN SIZE. THE PROPERTY IS A PORTION OF APPROXIMATELY 188.28 ACRES LOCATED AT THE SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION. WHEREAS, the Town Council approved The Estates of Quail Hollow Preliminary Plat at the March 28, 2016 regular Council meeting; and WHEREAS, the Town Council finds that the Final Plats for Phase 1 and Phase 2A conform generally with the Preliminary Plat; and WHEREAS, the development conforms with the goals and policies of the Town Comprehensive Plan and the Thoroughfare Plan incorporated therein; and WHEREAS, the Town Council finds that the passage of this Resolution is in the best interests of the citizens of Westlake. NOW, THEREFORE, BE IT RESOLVED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,TEXAS: SECTION 1: That, all matters stated in the Recitals above are found to be true and correct and are incorporated herein by reference as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas, after considering the recommendation for approval from the Planning and Zoning Commission on December 6, 2016, does hereby approve the Final Plats for Phase 1 and Phase 2A of the Estates of Quail Hollow subdivision, attached as Exhibit "A". SECTION 3: If any portion of this Resolution shall, for any reason, be declared invalid by any court of competent jurisdiction, such invalidity shall not affect the remaining provisions hereof and the Council hereby determines that it would have adopted this Resolution without the invalid provision. Resolution 16-44 Page 1 of 3 SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 12TH DAY OF DECEMBER, 2016. C t � ATTEST: Laura'L. Wheat, Mayor KeO-Edw4ls, Town Secretary Thomas E. Brymer, o n Manager APPROVED AS TO FORM: of !NEST r l�l�/1Z?1i4ryjrr ''� �" -97 I ' . ofL.�anton Lo , Town Attorney 0-1 7 EE)k" Resolution 16-44 Page 2 of 3 EXHIBITS EXHIBIT A The Estates of Quail Hollow Phase 1 and 2A Final Plats Resolution 16-44 Page 3 of 3 LOT 16 1.600 ACRES “648$5()((7 5/8" REBAR "C&B" 5/8" REBAR "C&B" MNS MNS 5/8" REBAR MNS CRS CRS CRS CRS MNS MNS CRS N: 7041278.98' E: 2373123.70' CRS CRS BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1LOT 2LOT 14LOT 13LOT 12LOT 1 LOT 1 LOT 3 LO T 1BLOCK BGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BROKEN BEND DRIVE BLOCK CGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.BLOCK G GLENWYCK FARMS CABINET A, SLIDES 5814 & 5815 P.R.T.C.T. COMMON AREA/OPEN SPACE TO BE CONVEYED TO H.O.A HIDDEN SPRING COURT B L O CK F G L ENW Y C K FA RM S CA B IN E T A , S L I D E S 5 8 1 4 & 5 8 1 5 P . R . T . C . T . GRANADA WESTLAKE INVESTMENTS, LLC INST.# D215038613 O.P.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. PARCEL 64, PART 2 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 4 INST.# D211043543 O.P.R.T.C.T. “648$5()((7 W. DOVE ROADTract 4The Town of Westlake, TexasVolume 17035, Page 159D.R.T.C.T.TOWN OF WESTLAKEVOLUME 14944, PAGE 363D.R.T.C.T.APPROXIMATE SURVEY LINE LOCATION Leroy Boggess SurveyAbstract No. 196Memucan Hunt SurveyAbstract No. 756Heirs of Charles M. Throop Survey, Abstract No. 1510 LOT 1, B L O C K A ROL A N D A R T H U R E S T A T E INST.# D210231153 O.P. R. T. C. T. LOT 5X 2.262 ACRES 98,539“648$5()((7 LOT 4 1.996 ACRES “648$5()((7 58.60' L=46.52' C24 59.37'6ƒ (347.12'94.51'L =5 1 .3 8 '50.65'1ƒ :302.62'177.43' LOT 6 1.193 ACRES “648$5()((7 LOT 7 1.315 ACRES “648$5()((7 LOT 8 1.350 ACRES “648$5()((7 LOT 9 1.628 ACRES “648$5()((7 LOT 10 1.983 ACRES “648$5()((7 LOT 11 1.747 ACRES “648$5()((7 LOT 13 1.799 ACRES “648$5()((7 LOT 14X 0.249 ACRES “648$5()((7 LOT 15 1.504 ACRES “648$5()((7 LOT 17 1.900 ACRES “648$5()((7 1   ƒ     : 1 0 5 . 0 5 '6ƒ : 1 9 0 . 2 4 ' 5.64'6ƒ : 27.72' L = 1 4 0.7 7'7.28' 6ƒ      :      73.09' 1ƒ    : 345.81'L =70.71'6ƒ : 13.99'203.60 'L=86.54 ' 30.06' 62 . 2 2 'L= 1 4 1.6 4'6ƒ (379.51'L=187.77'65.07 ' 1ƒ ( 22.64' 227.19'L=31.17' L=25.62' 70.56' L =6 3 .6 4' L39 L40 C 2 0 L411ƒ (184.04'C1 81ƒ (301.33'L = 4 2 6 . 3 5' 6ƒ : 38.54' 100.54'L=46.51' 1ƒ ( 100.54' L=315.24', R=200.00' ' ƒ  19.91' L =8 0 .4 5'64.66' 241.24' 42.17'6ƒ  (248.77 ' C15 102.57' 166.10' LOT 1 1.319 ACRES “648$5()((7 LOT 2 1.342 ACRES “648$5()((7 LOT 3 1.140 ACRES “648$5()((7 LOT 4 1.171 ACRES “648$5()((7 LOT 5 1.201 ACRES “648$5()((7 LOT 6 1.125 ACRES “648$5()((7 LOT 7 1.141 ACRES “648$5()((7 LOT 11 1.136 ACRES “648$5()((7 LOT 12 1.080 ACRES “648$5()((7 LOT 13 1.218 ACRES “648$5()((7 1ƒ     ( 197.5 5' L=36.15'208.48 ' 1ƒ : 15.32' 224.80'6  ƒ     ( 2 8 9 . 7 7 '6ƒ :101.67'6ƒ : 198.15'198.57'L=172.42'6ƒ :310.03'119 . 2 3 ' L=84.36' L32L=56.84'L=121.29'43.80'6   ƒ      ( 2 0 7 . 3 8 '6ƒ :253.04'121 . 7 1 '1  ƒ     : 1 3 5 . 4 8 ' 1   ƒ     : 1 3 3 . 4 8 ' L = 1 4 2. 0 5 ' 1ƒ     ( 272.2 9'136.95'6ƒ : 250.00'47.18'L=93.47'L=75.03'39.94'6ƒ ( 14.72' L =5 6 .19 '165.04'212.11'77.06'1 3 8 . 1 6 ' L = 9 1.7 5'6ƒ :258.52'L = 5 4.2 0' 89 . 9 5 ' L = 4 2.61'6ƒ :258.52'1   ƒ     : 1 3 3 . 4 8 ' 1ƒ : 51.81'1ƒ (250.25'6ƒ :101.67'6   ƒ      ( 2 0 7 . 3 8 '1ƒ (250.25'L= 1 5 4 . 3 8 'LOT 1 0.204 ACRES “648$5()((7 LOT 2 1.758 ACRES “648$5()((7 LOT 3 1.662 ACRES “648$5()((7 6ƒ ( 33.29'C136ƒ ( 18.26'34.96 ' L =228.74'1ƒ : 25.00' L =185.58'1ƒ : 29.63'C1 2C14 6ƒ ( 9.19' 6ƒ    : 229.29' L3464.37 '125.99'1ƒ    ( 297.64'C25L38 L=88.60'70.72'1ƒ    ( 297.64' 6ƒ      : 257.5 0' LOT 5X 0.250 ACRES “648$5()((7 LOT 6 2.283 ACRES “648$5()((7 LOT 7 2.219 ACRES “648$5()((7 LOT 9 2.159 ACRES “648$5()((7 LOT 8 1.834 ACRES “648$5()((7 145.90'1ƒ  (207.72'L=48.79' 55.84'153.71'L=78.53' L35C231   ƒ     : 2 0 0 . 3 9 '153.08'193.07'L=83.31'6ƒ     ( 379.8 4 'L=151.83'L33 65.26 ' L=45.36'43.00'6ƒ  : 96.69'1ƒ    : 274.69'L=220.56'1ƒ  : 169.44' 6ƒ    ( 412.86'79.64'L=95.95'L=72.02'L31 L30 73.38' L=5.10', R=50.00' ' ƒ  1ƒ :a L=218.92'6ƒ    ( 412.86'162.73'C27 LOT 8 1.248 ACRES “648$5()((7 LOT 9 1.078 ACRES “648$5()((7 LOT 10 1.125 ACRES “648$5()((7 LOT 11 1.067 ACRES “648$5()((7 LOT 12 1.283 ACRES “648$5()((7 LOT 13 1.136 ACRES “648$5()((7 LOT 14 1.152 ACRES “648$5()((7 LOT 15X 0.203 ACRES “648$5()((7 C38 6ƒ :224.25'73.03'L = 1 9 7.62' 77. 7 1 '6ƒ :212.41'6ƒ : 15.01'149.21'L=40.42'6  ƒ      ( 201 . 2 3 '1ƒ (212.41'163 . 2 4 ' L=76.53'126.93'6ƒ ( 15.67'C396  ƒ      ( 22 4 . 3 9 '31.66'1ƒ :100.48'6ƒ ( 209.44'C37L=288.90'123.22'6ƒ : 17.79'C36L=185.87'6ƒ ( 323.96' L=31.98'142.90'L29 66.92' L=5.10' 6ƒ : 169.50'6ƒ :187.97'L28L=149.39'L42 L=41.04' 151.12'89.88' DRAINAGE EASEMENT DRAINAGE EASEMENT 15' W.S.E.G.D. BY THIS PLAT 15' UE SEE DETAIL "C" 20' UTILITY EASEMENT 15' W.S.E.G.D.15' W.S.E.G.D.APPROXIMATE SURVEYLINE LOCATION20' DRAINAGE EASEMENT SEE DETAIL "B" DRAINAGE EASEMENT THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLAT LOT 10X 0.408 ACRES “648$5()((7 1ƒ :314.04'20' WATER EASEMENT BY THIS PLAT SCENIC CIRCL E LOT 1X, BLOC K 8 GLADE COURTLOT 1X, BLOCK 8CYRPESS WAYPLACID OAKS LANELOT 1X, BLOCK 8OA K G L E N L A N E LO T 1 X , B L O C K 8 MEANDERING WAY DRIVE35.00'70.00'35.00'35.00 ' 35.00'35.00'R=54.50'R=54.50'R=54. 5 0' C5 L=818.51', R=4905.00' ' ƒ  1ƒ (a L=624.15', R=4905.00' ' ƒ  1ƒ :a L36 L37 C226ƒ (196.71'C211ƒ :91.56 ' L27 1ƒ (190.91'C351ƒ (204.42'C30C29C281ƒ :242.37'C261ƒ    ( 249.49'1ƒ :110.55 ' 1ƒ ( 272.67' C16 1ƒ    ( 70.56' C17 6ƒ    ( 64.66'L261   ƒ     : 2 2 0 . 3 4 'C1 01ƒ  :233.16 ' 6ƒ ( 278.08' C31 6  ƒ      ( 240 . 9 5 'C326ƒ (124.24'C336ƒ (66.87'6ƒ : L9 L10L11 1ƒ ( C4 L12 L13 C6 1ƒ : L15 1ƒ ( 6ƒ : C7 6ƒ ( 6ƒ : 1ƒ : C1L 1 6ƒ      :      L26ƒ ( L31ƒ : L4 L5L66ƒ : L76ƒ  : L8 C2C3 C 9 C8C11C34 6ƒ ( 165.04' 1   ƒ      : 89 . 9 5 ' L=472.86', R=300.00' ' ƒ  RIGHT-OF-WAY DEDICATION 119,649 S.F. BY THIS PLAT (HATCHED AREA) RIGHT-OF-WAY DEDICATION 119,649 S.F. BY THIS PLAT 15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENT 15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENT SEE DETAIL "C" DRAINAGE EASEMENT THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310, D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLAT BLOCK 4 BLOCK 5 BLOCK 6 BLOCK 4 BLOCK 6 BLOCK 5 BLOCK 7 BLOCK 7 DRAINAGE EASEMENT 55.44'79.66'103.83'70.08'193. 3 1'1  ƒ     :         1ƒ :108.22'6ƒ      : 90.36' 6ƒ ( 58.05'76.61'1ƒ    : 89.20' 1ƒ : 50.13' 1ƒ    (         1ƒ ( 51.34' 1ƒ ( 65.54'1ƒ ( 122.07' 6   ƒ      (         LOT 4 1.422 ACRES “648$5()((7 6ƒ :70.00'6ƒ :267.85'6ƒ ( 13.46' L=80.90', R=54.50' ' ƒ  6ƒ (a 1ƒ (363.93'1ƒ : 106.47' 10' UE 10' UE MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' MINIMUM FINISHED FLOOR ELEV. 626.7' DOVE ROAD PARCEL 264, PART 3 INST.# D211043543 O.P.R.T.C.T. ELECTRIC EASEMENT TO BE ABANDONED BY THIS PLAT APPROXIMATE LOCATION (NO RECORDED INFORMATION FOUND) x THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T.LOT 1X , BLOCK 8 10' WIDE UNDERGROUND ELECTRIC EASEMENT TO TRI-COUNTY ELECTRIC INST.# D210231153 O.P.R.T.C.T. PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T.20' B UI L DI N G LI N E INST. # D210231153 O.P. R. T. C. T.40'BUILD ING L INE INST .#D210231153O.P .R .T .C .T .20' B UI L DI N G LI N E INST. # D 21 0 23 11 53 O.P. R. T. C. T. L14 POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T. POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOLUME 17035, PAGE 159D.R.T.C.T.CRS 1ƒ ( 104.65' LOT 12 1.910 ACRES 83,185“648$5()((7 1  ƒ     : 1 7 8 . 8 2 '1  ƒ     : 8 7 . 7 0 '6ƒ ( 6  ƒ      ( 17 1 . 6 4 ' 6ƒ ( 93.33' 6ƒ : 269.11'1ƒ ( 6ƒ : C42 C4315' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' U E 15' U E 6.49' 6.82' 15' W.S.E.G.D. BY THIS PLAT PLACIDOAKS CT.LOT 1X,BLOCK 85' WALL MAINTENANCE EASEMENT 5' WALL MAINTENANCE EASEMENT 5' WALLMAINTENANCEEASEMENT6ƒ : L=30.01' 30' DRAINAGE EASEMENT SEE DETAIL "A" DRAINAGE EASEMENT DRAINAGE EASEMENT 1  ƒ     : 8 1 . 2 3 '1ƒ (94.67'30.22' RESTRICTED GRADING EASEMENT 57.48'RESTRICTED GRADING EASEMENT 15' UE6ƒ : 20' 25' 45' SEE DETAIL "D" DRAINAGE EASEMENTL=295.72'SEE DETAIL "A" DRAINAGE EASEMENT SEUNG H KIM AND LUCY P KIM INST.# D215285832, O.P.R.T.C.T. BAIJU AND SHUSHAN JACOB INST.# D212193836, O.P.R.T.C.T. NEIL AND GARIMA ZUCKER INST.# D212106437, O.P.R.T.C.T. PAUL R. BEAUCHAMP III AND KERIN BEAUCHAMP INST.# D213169891, O.P.R.T.C.T. MICHAEL K. MAULER AND STEFANIE A. MAULER, TRUSTEES OF THE MICHAEL AND STEFANIE MAULER REVOCABLE TRUST INST.# D216183707, O.P.R.T.C.T. RICHARD AND LEAH RENNHACK VOL. 16840, PG. 269, D.R.T.C.T. 6ƒ ( 6ƒ : 50.03' DETAIL DL20L19L18L17 LOT 13, BLOCK 4 DRAINAGE EASEMENT BY THIS PLAT C4 1 C4 0 THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL.14713, PG. 310 D.R.T.C.T. HATCHED AREA TO BE ABANDONED BY THIS PLAT LOT 12, BLOCK 4 20' U.E. BY THIS PLAT DRAINAGE EASEMENT BY THIS PLAT L=15.20'1ƒ : 6ƒ : 15.09'DRAINAGE EASEMENT BY THIS PLATLOT 11, BLOCK 4 1ƒ : 6ƒ ( 6   ƒ      ( 3 0 . 1 5 '1ƒ : 6ƒ ( L=20.29', R=69.50' ' ƒ  6ƒ :a 15.00'20.00'1ƒ      (      6   ƒ      (        1ƒ : 1   ƒ     :        6ƒ      :     1ƒ : 25.84' L47 C44L43 L44C45C46L46C47LOT 17 LOT 3 LOT 2 LOT 1X L451ƒ  :    6ƒ  (    6ƒ : 1ƒ ( 58.60' 6ƒ ( 66.73' LOT 4 DRAINAGE EASEMENT 20.0' 25.0' 45.0' MNS DRAINAGE EASEMENT 31.47'33.72'CRS L 4 8 L49 L 5 0 L51 L 5 2 L53 L54 L55 L 5 6L=35.61'L=111.01'20.00'LOT 196 LOT 10X 40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK 40' BUILDING LINE 35' REAR SETBACK STREETSTREETLOT LOT +1)-B /E 200'100' Scale: 1" = 100' 0 LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas Deed Records of Tarrant County, Texas Volume/Page/Instrument Number Point of Beginning/Point of Commencing Easement/Building Line Water, Sewer, Electric, Gas and Duct Bank Easement US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.T.C.T. O.P.R.T.C.T. D.R.T.C.T. VOL/PG/INST# POB/POC ESMT/BL W.S.E.G.D. MONUMENTS / DATUMS / BEARING BASIS 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Monuments are found if not marked MNS or CRS. Site benchmark (see vicinity map for general location) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) CRS MNS TBM JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg ‹2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene Drafter: PL Drafter/Revision: JHB 11/18/2016 Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: VICINITY MAP SCALE: 1" = 2000' SITE P.O.B. FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE I BEING 64.203 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs of Charles M. Throop Survey, Abstract No. 1510 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT FILED AS DOCUMENT NO.__________________DATE___________ PREPARED ON: OCTOBER 12, 2016 DETAIL "B" NOT TO SCALE DETAIL "C" NOT TO SCALE FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0085K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. TBM TBM DETAIL "A" NOT TO SCALE DETAIL "D" NOT TO SCALE TYPICAL LOT SETBACK DETAIL THE E S T A T E S O F Q U A I L H O L L O W PHA S E I I A (PRO P O S E D D E V E L O P M E N T) Resolution 16-44 Curve Data Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 C46 C47 Arc 34.13' 87.43' 82.93' 14.22' 29.57' 95.32' 105.10' 48.35' 137.56' 236.45' 258.95' 66.28' 74.39' 64.39' 112.78' 54.09' 72.04' 72.75' 111.98' 43.20' 122.68' 127.18' 102.11' 57.34' 195.19' 31.28' 108.62' 33.72' 30.77' 101.71' 216.56' 78.98' 78.23' 36.20' 67.02' 72.09' 78.69' 68.26' 29.07' 72.75' 15.20' 56.89' 105.47' 113.30' 74.82' 149.27' Radius 60.00' 232.50' 367.50' 1782.50' 1153.14' 1165.14' 229.60' 77.50' 750.00' 500.00' 150.00' 79.50' 54.50' 79.50' 54.50' 350.00' 150.00' 54.50' 54.50' 350.00' 250.00' 54.50' 54.50' 54.50' 150.00' 167.50' 150.00' 150.00' 150.00' 250.00' 200.00' 350.00' 250.00' 150.00' 54.50' 54.50' 54.50' 54.50' 69.50' 54.50' 54.50' 54.50' 54.50' 132.50' 87.50' 99.50' Delta ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  Chord Bearing 1ƒ : 6ƒ : 1ƒ : 1ƒ ( 6ƒ ( 6ƒ ( 1ƒ : 1ƒ : 1ƒ : 1ƒ : 1ƒ ( 1ƒ : 6ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ : 6ƒ ( 1ƒ : 1ƒ : 1ƒ : 6ƒ ( 6ƒ : 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ ( 6ƒ ( 1ƒ ( 1ƒ ( 6ƒ : 6ƒ ( 6ƒ : 6ƒ ( 6ƒ ( 1ƒ : 1ƒ ( 6ƒ : 6ƒ ( 6ƒ ( 1ƒ : 1ƒ : Chord 33.67' 86.91' 82.75' 14.22' 29.57' 95.29' 104.19' 47.57' 137.37' 234.25' 227.97' 64.38' 68.75' 62.64' 93.71' 54.04' 71.35' 67.47' 93.30' 43.17' 121.46' 100.22' 87.82' 54.73' 181.71' 31.23' 106.26' 33.65' 30.71' 101.01' 206.14' 78.81' 77.91' 36.11' 62.87' 66.95' 72.03' 63.89' 28.85' 67.47' 15.15' 54.35' 89.76' 109.88' 72.56' 135.66' Line Data Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L17 L18 L19 L20 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 Distance 82.18' 106.12' 35.00' 44.98' 39.94' 51.21' 97.00' 124.24' 117.45' 70.00' 117.44' 55.84' 12.00' 103.53' 100.77' 21.12' 16.00' 19.33' 18.04' 37.00' 10.00' 10.72' 12.80' 15.37' 5.92' 13.35' 15.17' 14.33' 17.16' 8.69' 21.48' 16.43' 14.26' 9.50' 185.79' 18.26' 18.26' 34.96' 45.00' 25.37' 2.36' 118.86' 36.31' 55.19' 38.90' 124.81' 7.32' 9.47' 12.05' 104.06' Bearing 1ƒ : 6ƒ ( 6ƒ : 1ƒ : 1ƒ : 1ƒ : 6ƒ : 6ƒ : 6ƒ ( 1ƒ ( 1ƒ : 6ƒ ( 6ƒ : 1ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ : 6ƒ : 6ƒ : 1ƒ : 1ƒ ( 1ƒ : 6ƒ : 6ƒ : 1ƒ : 1ƒ ( 1ƒ : 1ƒ : 1ƒ ( 1ƒ : 6ƒ : 6ƒ ( 6ƒ : 1ƒ : 6ƒ ( 6ƒ ( 6ƒ ( 1ƒ : 1ƒ : 1ƒ : 6ƒ ( 6ƒ ( 1ƒ : 6ƒ ( 1ƒ : 1ƒ : 6ƒ ( 6ƒ : 6ƒ (+1)-B /E JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase I FINAL PLAT.dwg ‹2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS ON THIS THE_____DAY OF _________________, 2016. ATTEST: ______________________ _______________________ MAYOR TOWN SECRETARY NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT,____________________ does hereby adopt this plat, designating the herein above described property as ________________________________________________________, an reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for mutual use and accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a particular easement shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way may endanger or interfere with the construction maintenance, or efficiency of its system on the easement and that public utility shall at all times have the right of ingress and egress to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. Descriptions of these additional easements herein granted shall be determined by their locations as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, Tarrant County, Texas. WITNESS, my hand, this the_________ day of _______________, 2016. ________________________ Signature STATE OF TEXAS † &2817<2)BBBBBBBBBB† BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared ___________________, known to be the person whose name is subscribed to the foregoing instrument and who acknowledged to me that he executed the same for the purposes and considerations expressed therein. Given under my hand and seal of office this ____ day of ________________________, 2016. _________________________________ Notary Public, State of Texas REVIEWED BY: _______________________________ TOWN ATTORNEY _______________________________ TOWN ENGINEER Surveyor's Certification I, Eric Zollinger, a Registered Professional Land Surveyor in the State of Texas, hereby state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground survey performed by me and all the property corners are marked as indicated. PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 04, 2016. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 12, 2016. Eric Zollinger Registered Professional Land Surveyor No. 6357 Email: eric@jphls.com STATE OF TEXAS † &2817<2)BBBBBBBBBB† WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071, and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur according to the deed recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, are the owners of that certain tract situated in the Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract No. 1510, Town of Westlake, Tarrant County, Texas; the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur; the subject tract being more particularly described as follows: Beginning at a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the northeast corner of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, of the Deed Records of Tarrant County, Texas; THENCE SOUTH 00 degrees 23 minutes 47 seconds WEST, with the east line of the Polygon Enterprises, Inc. tract, a distance of 1,425.52 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; THENCE through the interior of the tracts described in the deeds to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, the following calls: 1. NORTH 89 degrees 39 minutes 37 seconds WEST, a distance of 295.73 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the southwest (curve to the left) having a radius of 60.00 feet; 2. NORTHWESTERLY with the arc of said non-tangent curve, an arc length of 34.13 feet (a chord bearing of NORTH 29 degrees 43 minutes 31 seconds WEST, a chord distance of 33.67 feet, a delta angle of 32 degrees 35 minutes 38 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said non-tangent curve; 3. NORTH 46 degrees 01 minutes 20 seconds WEST, a distance of 82.18 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 4. SOUTH 59 degrees 49 minutes 32 seconds WEST, a distance of 289.46 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 5. SOUTH 12 degrees 00 minutes 22 seconds EAST, a distance of 106.12 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a distance of 349.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 7. SOUTH 01 degree 48 minutes 51 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. NORTH 87 degrees 13 minutes 56 seconds WEST, a distance of 165.62 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve concave to the south (curve to the left) having a radius of 232.50 feet; 9. WESTERLY with the arc of said tangent curve, an arc length of 87.43 feet (a chord bearing of SOUTH 81 degrees 59 minutes 43 seconds WEST, a chord distance of 86.91 feet, a delta angle of 21 degrees 32 minutes 43 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 10. NORTH 18 degrees 46 minutes 39 seconds WEST, a distance of 44.98 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 11. NORTH 15 degrees 09 minutes 41 seconds WEST, a distance of 39.94 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve concave to the east (curve to the right) having a radius of 367.50 feet; 12. NORTHERLY with the arc of said tangent curve, an arc length of 82.93 feet (a chord bearing of NORTH 08 degrees 41 minutes 49 seconds WEST, a chord distance of 82.75 feet, a delta angle of 12 degrees 55 minutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 13. NORTH 02 degrees 13 minutes 57 seconds WEST, a distance of 51.21 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 14. SOUTH 85 degrees 31 minutes 36 seconds WEST, a distance of 241.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 15. SOUTH 20 degrees 12 minutes 24 seconds WEST, a distance of 97.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 16. SOUTH 52 degrees 05 minutes 59 seconds WEST, a distance of 199.66 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 17. SOUTH 74 degrees 43 minutes 50 seconds WEST, a distance of 124.24 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 18. SOUTH 89 degrees 40 minutes 25 seconds WEST, a distance of 241.00 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set on the curved west right of way of Davis Boulevard, said curve being concave to the east (curve to the right) having a radius of 4,905.00 feet; THENCE with the east right of way of Davis Boulevard, as described in the deeds to the Town of Westlake in Volume 17035, Page 159 and Volume 1499, Page 363 of the Deed Records of Tarrant County, Texas and the judgement to Tarrant County recorded under Instrument Number D211043543 of the Official Public Records of Tarrant County, Texas, the following calls: 1. NORTHERLY with the arc of the said curve, an arc length of 624.15 feet (a chord bearing of NORTH 01 degree 37 minutes 48 seconds WEST, a chord distance of 623.73 feet, a delta angle of 07 degrees 17 minutes 27 seconds) to a Mag nail with a metal ZDVKHUVWDPSHG-3+/DQG6XUYH\LQJ´VHW 2. SOUTH 87 degrees 35 minutes 02 seconds EAST, a distance of 117.45 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3. NORTH 02 degrees 24 minutes 58 seconds EAST, a distance of 70.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 4. NORTH 87 degrees 35 minutes 02 seconds WEST, a distance of 117.44 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set on the curved west right of way of Davis Boulevard, having a radius of 4,905.00 feet; 5. NORTHERLY with the arc of said curve, an arc length of 818.51 feet (a chord bearing of NORTH 07 degrees 36 minutes 49 seconds EAST, a chord distance of 817.56 feet, a delta angle of 09 degrees 33 minutes 40 seconds) to a 5/8 inch rebar found at the point of tangency said curve; 6. NORTH 12 degrees 23 minutes 34 seconds EAST, passing at a distance of 193.07 feet a found 5/8 inch capped rebar stamped ³&DUWHU & %XUJHVV´ and continuing on said course, a total distance of 492.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northwest (curve to the left) having a radius of 1,782.50 feet; 7. NORTHERLY with the arc of the said non-tangent curve, an arc length of 14.22 feet (a chord bearing of NORTH 12 degrees 09 minutes 51 seconds EAST, a chord distance of 14.22 feet) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve in the south line of Dove Road; THENCE with the south line of Dove Road, as described in the judgement recorded under Instrument Number D211043543 of the Official Public Records of Tarrant County, Texas, the following calls: 1. SOUTH 80 degrees 43 minutes 33 seconds EAST, a distance of 55.84 feet to the beginning of a non-tangent curve concave to the north (curve to the left) having a radius of 1,153.14 feet; 2. EASTERLY with the arc of the said non-tangent curve, an arc length of 29.57 feet (a chord bearing of SOUTH 81 degrees 27 minutes 38 seconds EAST, a chord distance of 29.57 feet, a delta angle of 01 degrees 28 minutes 10 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the curve; 3. SOUTH 07 degrees 48 minutes 17 seconds WEST, a distance of 12.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the north (curve to left) having a radius of 1,165.14 feet; 4. EASTERLY with the arc of the said non-tangent curve, an arc length of 95.32 feet (a chord bearing of SOUTH 84 degrees 32 minutes 20 seconds EAST, a chord distance of 95.29 feet, a delta angle of 04 degrees 41 minutes 14 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said curve; 5. NORTH 88 degrees 11 minutes 47 seconds EAST, a distance of 103.53 feet (monument could not be set); 6. NORTH 89 degrees 58 minutes 31 seconds WEST, a distance of 100.00 feet (monument could not be set); 7. NORTH 82 degrees 56 minutes 01 second EAST, a distance of 100.77 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. NORTH 87 degrees 18 minutes 53 seconds EAST, a distance of 591.26 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set in Dove Road; THENCE in Dove Road, west and then east, the following calls: 1. SOUTH 89 degrees 47 minutes 45 seconds WEST, a distance of 924.49 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northeast (curve to the right) having a radius of 229.60 feet; 2. NORTHWESTERLY with the arc of the said curve, an arc length of 105.10 feet (a chord bearing of NORTH 76 degrees 30 minutes 49 seconds WEST, a chord distance of 104.19 feet, a delta angle of 26 degrees 13 minutes 43 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve on the north line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071 of the Deed Records of Tarrant County, Texas; 3. SOUTH 89 degrees 57 minutes 14 seconds EAST, with the north line of the said Polygon Enterprises, Inc. tract, a distance of 1,432.35 feet returning to the Point of Beginning and enclosing 64.203 acres (2,796,693 square feet more or less). SURVEYOR'S NOTES: 1. This survey was performed with the benefit of a commitment for title insurance provided by Alamo Title Insurance, Commitment No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete copies of the record description of the property, any record easements benefiting the property, the record easements or servitudes and covenants affecting the property ("Record Documents"), documents of record referred to in the Record Documents, and any other documents containing desired appropriate information affecting the property being surveyed and to which the survey shall make reference were not provided to this surveyor for notation on the survey except for those items listed within Schedule B of said commitment. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of median approximately 1366 feet south of the intersection of Davis Boulevard and Dove Road. The benchmark has the following values X = 2,371,356.00'| Y =7,039,974.15' (Texas Coordinate System of 1983, Central Zone) | Z = 675.07' (NAVD'88). 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove road, said mag nail being approximately 225 north of the intersection of Hidden Spring Court and Dove Road. The benchmark has the following values X = 2,373,155.14'| Y =7,039,995.61' (Texas Coordinate System of 1983, Central Zone) | Z = 615.54' (NAVD'88). 4. The private road easement shall be open to emergency services units, solid waste collection agencies and utilities specifically approved by the Town of Westlake. The surface maintenance shall be responsibility of either the property owner or homeowners association no buildings, fences, trees, shrubs or other improvements or growths, constructed, reconstructed or placed upon or across the easement. 5. No easements will be allowed by separate instrument without written approval from the Town of Westlake. 6. Easements shown within the bounds of this plat without recording information are hereby dedicated by this plat. 7. "X-LOTS" are to be owned and maintained by the Homeowners Association 8. Any proposed grading within a restricted grading easement shown on this plat must designed and sealed by a licensed civil engineer and approved by an independent third-party civil engineering consultant hired by the Quail Hollow Home Owner's Association and/or Architectural Review Board prior to FRQVWUXFWLRQ Any submitted design shall include a statement that the proposed improvements do not negatively impact the integrity or performance of the existing dam. $Q\ improvements made within this easement without prior authorization may be removed and the dam restored to original or better condition at the homeowner's sole expense. FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE I BEING 64.203 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs of Charles M. Throop Survey, Abstract No. 1510 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 2 OF 2 THIS PLAT FILED AS DOCUMENT NO._______________________DATE_________ PREPARED ON: OCTOBER, 12 2016 APPROVED BY THE PLANNING & ZONING COMMISSION OF WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016. ATTEST: ______________________ _______________________ CHAIRMAN TOWN SECRETARY ENGINEER DEOTTE, INC. 420 JOHNSON RD. SUITE 303 KELLER, TEXAS 76248 817.337.8899 WWW.DEOTTE.COM Tri-County Electric Cooperative approves the location and abandonment of the electric easements shown on this plat ______________________________________________ Tri-County Electric Representative Date DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 OWNER POLYGON ENTERPRISES 1755 DOVE RD. WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 L17L25L26L9 L31 LOT 7 1.272 ACRES “648$5()((7 MNS CRS CRS CRS CRS CRS MNS MNS CRS CRS BLOCK EGLENWYCK FARMSCABINET A, SLIDES 5814 & 5815P.R.T.C.T.LOT 1 LOT 3 LO T 1 LO T 2 8 HIDDEN SPRING COURT B L O C K FGL ENWY CK FA RM S CA B IN E T A , S L I D E S 5 8 1 4 & 5 8 1 5 P . R . T . C . T . TRACT 2 THE SPECIAL WARRANTY DEED VOL. 14573, PG. 300 D.R.T.C.T. THE UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14616, PG. 97 D.R.T.C.T. UNDERGROUND SANITARY SEWER LINE EASEMENT AGREEMENT VOL. 14713, PG. 310 D.R.T.C.T. PARCEL 264, PART 2 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 3 INST.# D211043543 O.P.R.T.C.T. PARCEL 264, PART 5 INST.# D211043543 O.P.R.T.C.T.W. DOVE ROADAPPROXIMATE SURVEY LINE LOCATIONLeroy Boggess SurveyAbstract No. 196LOT 1, BLOCK A ROLAND ARTHUR ESTATE INST.# D210231153 O.P.R.T.C.T. LOT 1 1.096 ACRES “648$5()((7 LOT 2 1.072 ACRES “648$5()((7 LOT 3 1.014 ACRES “648$5()((7 6ƒ ( 272.09'C39C381ƒ : 250.97'L=111.21'64.36'1ƒ ( 19.77'L=35.14'128.60'1ƒ ( 19.54' C36 6ƒ :178.21'C37 1ƒ : 250.97' LOT 8 1.082 ACRES “648$5()((7 LOT 9 1.015 ACRES “648$5()((7 LOT 10 1.270 ACRES “648$5()((7 68.84'L =41.8 9 '134.58' 1ƒ ( 13.49'186.06'6ƒ : 250.68' 1ƒ ( 271.63'L=156.75'17.86' 6ƒ : 250.68' 1ƒ ( 271.63'127.43'8 2 . 1 8 ' LOT 6 1.048 ACRES “648$5()((7 L56 L = 112.07' 6ƒ : 169.40' L=36.07'L=88.54 'L=252.64'L57 L=109.73' L58 L59 L=144.80'6ƒ (174.89'L= 8 6 . 1 7' L54 L=70.38'L =1 3 1 .76 '1  ƒ     : 2 3 0 . 5 0 ' 6   ƒ      ( 2 2 9 . 1 5 ' LOT 22 1.328 ACRES “648$5()((7 LOT 24 1.113 ACRES “648$5()((7 LOT 25 1.069 ACRES “648$5()((7 L =8 6 .7 4 'L=261.15'134.53'1  ƒ     : 2 4 2 . 1 4 ' L =7 2 .7 6 '6ƒ (239.44'163.56'1ƒ (244.11'75.34'L =4 2.4 8 '68.26' 1ƒ : 190.40' LOT 23 1.026 ACRES “648$5()((7 6ƒ (239.44'142.16'1  ƒ     : 2 4 2 . 1 4 ' L =125.35'L=13.00' 165.62'1  ƒ     : 2 4 2 . 1 4 ' 8.48' L =9 3 .0 0 'LOT 5 1.253 ACRES “648$5()((7 MEADOW VIEW COURT MEA N D E RI N G WAY D RI V E CYPRESS WAYQUAIL HOLLOW DRIVE BLOCK 7 BLOCK 3 BLOCK 4 BLOCK 6 35 . 0 '35.0'R54.5' 35.0' RIGHT OF WAY DEDICATION BY THIS PLAT 17,162 SQUARE FEET SHADED AREA 1ƒ (1425.52'15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT APPROXIMATE LOCATION OF ELECTRIC EASEMENT TO BE ABANDONED BY THIS PLAT (NO RECORDED DOCUMENT FOUND) LOT 1X 0.26 ACRES (11,508“648$5()((7 LOT 9X 0.233 ACRES (10,168“648$5()((7 LOT 4 1.234 ACRES “648$5()((7 L281ƒ : L27 LOT 3 1.177 ACRES “648$5()((7 206.48'106.75'B F E 6 0 6 ' B F E 6 1 0 ' B F E 6 1 1 ' B F E 6 2 9 ' PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T. 10' WIDE UNDERGROUND ELECTRIC EASEMENT TO TRI-COUNTY ELECTRIC INST.# D210231153 O.P.R.T.C.T. PRIVATE OPEN SPACE DRAINAGE EASEMENT INST.# D210231153 O.P.R.T.C.T.20' B UI L DI N G LI N E INST. # D210231153 O.P. R. T. C. T.20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.40' BU I L D I N G L I N E INST. # D 2 1 0 2 3 1 1 5 3 O.P.R. T . C. T .40' BUILDING LINEINST.# D210231153O.P.R.T.C.T.40' BL INST .# D210231153O.P .R .T .C .T .20' BUILDING LINEINST.# D210231153O.P.R.T.C.T.ZONE XZONE AEJosiah Walker SurveyAbstract No. 1604Heirs of Charles M. Throop Survey, Abstract No. 1510 APPROXIMATE SURVEY LINE LOCATION William H. Martin Survey, Abstract No. 1068LOT1 X, BL OC K 8 LOT1X, BLOCK 8 LOT1X, BLOCK 8 LOT1X, BLOCK 8POLYGON ENTERPRISES, INC. VOLUME 9339, PAGE 1071 D.R.T.C.T. POLYGON ENTERPRISES, INC. VOL. 9339, PG. 1071 D.R.T.C.T. CRS TRACT 2THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159D.R.T.C.T.TRACT 3THE TOWN OF WESTLAKE, TEXASVOL. 17035, PG. 159 D.R.T.C.T.15' TRI-COUNTY ELECTRIC & WALL MAINTENANCE EASEMENTTRACT 2POLYGON ENTERPRISES, INC.VOL. 14573, PG. 300D.R.T.C.T.6ƒ :214.46'L55 L=123.33'L=195.78'L54 L53 L=48.20'36.69'LOT 2 1.170 ACRES (50,986“648$5()((7 L40 C24 L41 L42C25L43C26C23 C22 C19 L37C19L36L35C18 L34 C10 C11 L30 C1 2 C 1 3 L32C14L33 C15 C16 C17 L3 9 C20 L38 CENTER LINE C211ƒ : 6ƒ     :      6ƒ : 6ƒ ( 6ƒ  : C1L4 L3L2L1 6ƒ ( C9 L 2 9 1ƒ      (      6ƒ ( C8 C7L241ƒ ( L231ƒ  ( L22 1ƒ ( L=288.70', R=4905.00' ' ƒ  6ƒ (a 1ƒ : L 2 1 L20 L19L18 L16L15 L14 C6 L13 L12 C5 C4 L11 L10 L8 L7 L6C3L5 C2 1ƒ : 6ƒ : 1ƒ : OLD L O T LI N E172.50'176.55'34.32'6ƒ : 6ƒ ( 27.65' C40 1 ƒ      :         6ƒ : 78.54' 6ƒ : 28.85'6ƒ :187.43'6ƒ : 14.72' L =7 9 .4 9 'L=14.95' L =75.44'70.04'707.51'L=20.15' ROLAND ARTHUR INST.# D210135810 O.P.R.T.C.T. CRS 3.74' 5' WALL MAINTENANCE EASEMENT 5' WALL MAINTENANCE EASEMENT 15' W.S.E.G.D. BY THIS PLAT 50.03'64.38'LOT 1R RICHARD AND LEAH RENNHACK VOL. 16840, PG. 269, D.R.T.C.T. RYAN AND MELISSAH MOORE INST.# D211231475, O.P.R.T.C.T. OWNER:TOWN OF WESTLAKE CRS N: 7041278.98 E: 2373123.70 L47 C27 C2 8 L 4 6 L45C2 9 C 3 0 L44 C31 C32 C35 C34 L51 C34 L52 C33 C29 L48 C30 L49 L50 LOT 3 LOT 2 LOT 1X LOT 9X 11.32' 15' W.S.E.G.D. BY THIS PLAT 15' W.S.E.G.D. BY THIS PLAT CENTER LINECENTER LINE LOT 1X, BLOCK 8 CRS CRS CRS CRS CRS CRS CRS CRSCRS CRS CRS CRS CRS CRS CRS CRS CRS CRS CRS CRS L=27.36' L=19.34' C10 C11 L30 C1 2 C1 3 L31 L32C14 L33 C15 C16 C17 L34 C18 L35 L36C19L6L7L8L9L10L11 C4 C5 L12L13 C6L14 L15L16L17L18L19L20 L 2 1 C3L34 L31 C13 L32 12.25'34.32'1.0' 1.0' 40' BUILDING LINE40' SIDE SETBACK (ADJACENT TO ROW)20' SIDE SETBACK20' SIDE SETBACK35' REAR SETBACK 40' BUILDING LINE 35' REAR SETBACK STREETSTREETLOT LOT +1)-B /E 200'100' Scale: 1" = 100' 0 MONUMENTS / DATUMS / BEARING BASIS 1/2" rebar stamped "JPH Land Surveying" set Mag nail & washer stamped "JPH Land Surveying" set Site benchmark (see vicinity map for general location) Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZ Elevations, if shown, are NAVD'88 Bearings are based on grid north (TxCS,'83,NCZ) CRS MNS TBM JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg ‹2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene LEGEND OF ABBREVIATIONS United States Survey Feet Texas Coordinate System of 1983, North Central Zone North American Vertical Datum of 1988 Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas Deed Records of Tarrant County, Texas Volume/Page/Instrument Number Point of Beginning/Point of Commencing Easement/Building Line Base Flood Elevation Graphically Depicted per FEMA Map Water, Sewer, Electric, Gas and Duct Bank Easement US.SyFt. TxCS,'83,NCZ NAVD'88 P.R.T.C.T. O.P.R.T.C.T. D.R.T.C.T. VOL/PG/INST# POB/POC ESMT/BL BFE W.S.E.G.D. VICINITY MAP SCALE: 1" = 2000' SITE FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING 30.276 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M. Throop Survey, Abstract No. 1510 Josiah Walker Survey, Abstract No. 1604 William H. Martin Survey, Abstract No. 1068 BEING A REPLAT OF LOT 1, BLOCK A, ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________ PREPARED ON: OCTOBER 12, 2016 P.O.B.Drafter: PL Drafter/Revision: JHB 11/18/2016 Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: TBM TBM FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, map no. 48439C0085K, dated 2009/09/25, via scaled map location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. DETAIL "A" N.T.S. (SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE) SEE DETAIL "A" DETAIL "B" N.T.S. (SEE SHEET 2 OF 2 FOR LINE AND CURVE TABLE) DETAIL "C" N.T.S. TYPICAL LOT SETBACK DETAIL STREET NAME CHANGE HERE THE E S T A T E S O F Q U A I L H O L L O W PHA S E I (PRO P O S E D D E V E L O P M E N T) ENGINEER DEOTTE, INC. 420 JOHNSON RD. SUITE 303 KELLER, TEXAS 76248 817.337.8899 WWW.DEOTTE.COM DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 OWNER POLYGON ENTERPRISES 1755 DOVE RD. WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 DENOTES STREET NAME CHANGE Curve Data Table Curve # C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 Arc 183.39' 15.59' 211.98' 46.71' 28.47' 7.75' 82.93' 87.43' 34.13' 68.99' 67.78' 87.77' 60.60' 44.69' 29.60' 119.97' 66.76' 21.57' 231.39' 116.53' 297.57' 13.98' 84.22' 42.19' 151.86' 33.74' 62.91' 22.05' 26.25' 24.91' 84.22' 7.05' 18.23' 36.78' 122.76' 19.21' 16.79' 152.89' 54.29' 126.14' Radius 541.28' 232.50' 517.50' 95.50' 351.80' 100.00' 367.50' 232.50' 60.00' 52.00' 68.00' 88.00' 62.00' 92.00' 68.00' 335.30' 62.01' 113.00' 500.00' 300.00' 250.00' 250.00' 250.00' 2500.00' 482.50' 77.50' 101.55' 85.93' 45.50' 130.50' 84.50' 35.50' 95.50' 84.50' 351.80' 54.50' 533.28' 533.28' 54.50' 54.50' Delta ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  ƒ  Chord Bearing 6ƒ ( 6ƒ ( 6ƒ : 1ƒ : 6ƒ : 6ƒ : 6ƒ ( 1ƒ ( 6ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ ( 6ƒ : 6ƒ : 1ƒ : 6ƒ : 6ƒ ( 1ƒ ( 1ƒ : 6ƒ : 1ƒ ( 1ƒ ( 6ƒ ( 1ƒ ( 1ƒ ( 6ƒ ( 6ƒ ( 6ƒ ( 6ƒ ( 6ƒ : 6ƒ : 6ƒ ( 6ƒ : 6ƒ ( 1ƒ ( 6ƒ ( 1ƒ : 1ƒ : 1ƒ ( Chord 182.52' 15.59' 210.50' 46.24' 28.46' 7.75' 82.75' 86.91' 33.67' 64.04' 65.01' 84.18' 58.22' 44.25' 29.36' 119.33' 63.58' 21.53' 229.33' 115.80' 280.32' 13.97' 83.82' 42.19' 151.23' 33.47' 61.90' 21.99' 25.89' 24.87' 80.78' 7.03' 18.20' 36.49' 122.14' 19.11' 16.79' 152.36' 52.07' 99.81' Line Data Table Line # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 Distance 20.01' 190.10' 99.48' 72.86' 36.69' 14.45' 35.00' 14.14' 35.00' 14.36' 40.00' 16.92' 90.96' 29.30' 97.99' 33.48' 51.05' 34.47' 63.01' 34.54' 51.76' 124.24' 97.00' 51.21' 39.94' 44.98' 35.00' 106.12' 82.18' 37.76' 2.00' Bearing 6ƒ : 6ƒ : 6ƒ ( 6ƒ : 6ƒ ( 6ƒ ( 6ƒ : 6ƒ : 1ƒ : 1ƒ : 6ƒ ( 6ƒ : 6ƒ : 6ƒ : 6ƒ : 1ƒ : 1ƒ ( 1ƒ ( 1ƒ : 6ƒ : 1ƒ : 1ƒ ( 1ƒ ( 1ƒ : 6ƒ ( 6ƒ ( 1ƒ ( 1ƒ : 6ƒ ( 6ƒ ( 6ƒ : Line Data Table Line # L32 L33 L34 L35 L36 L37 L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 L53 L54 L55 L56 L57 L58 L59 Distance 20.81' 2.38' 19.20' 96.31' 27.50' 36.69' 35.20' 72.00' 68.55' 163.73' 233.07' 126.81' 37.76' 32.11' 99.42' 121.03' 19.20' 41.14' 13.81' 2.38' 40.01' 14.72' 16.77' 10.39' 16.77' 10.39' 8.27' 14.72' Bearing 1ƒ : 6ƒ : 1ƒ : 6ƒ ( 1ƒ ( 1ƒ : 1ƒ : 1ƒ : 6ƒ ( 6ƒ ( 1ƒ : 1ƒ ( 1ƒ : 6ƒ : 6ƒ ( 6ƒ : 6ƒ ( 6ƒ ( 1ƒ ( 6ƒ : 6ƒ ( 1ƒ : 6ƒ ( 1ƒ : 6ƒ : 6ƒ ( 6ƒ ( 1ƒ (+1)-B /E JPH Job No. 2016.200.001 Quail Hollow, Westlake - Phase II A FINAL PLAT.dwg ‹2016 JPH Land Surveying, Inc. - All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW | Austin | Abilene STATE OF TEXAS † &2817<2)BBBBBBBBBB† WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur according to the deed recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, and Roland Arthur according to the deed recorded under Instrument Number D210135810 of the Official Public Records of Tarrant County, Texas, are the owners of that certain tract situated in the Leroy Boggess Survey, Abstract No. 196, the Memucan Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract No. 1510, Town of Westlake, Tarrant County, Texas, the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur and all of said tract to Roland Arthur; including all of Lot 1, Block 1, Roland Arthur Estate, recorded under Instrument Number D210131153, Official Public Records, Tarrant County, Texas, the subject tract being more particularly described as follows: Beginning at a Mag nail with a metal washer stamped "JPH Land Surveying" set in the east line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071, of the Deed Records of Tarrant County, Texas, same being in West Dove Road, from which a 1/2 inch capped rebar stamped "JPH Land Surveying" set bears NORTH 00 degrees 23 minutes 47 seconds EAST, a distance of 1,425.52 feet; THENCE with the east line of the said Polygon Enterprises, Inc. tract: 1. SOUTH 00 degrees 23 minutes 47 seconds WEST, a distance of 20.01 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 2. SOUTH 00 degrees 23 minutes 47 seconds WEST, a distance of 190.10 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 3. SOUTH 15 degrees 54 minutes 43 seconds EAST, a distance of 99.48 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set at the north corner of the Right of Way dedicated by plat recorded under Instrument Number D210231152 of the Official Public Records of Tarrant County, Texas; THENCE SOUTH 52 degrees 34 degrees 23 seconds WEST, with the northwest line of the said dedicated Right of Way, a distance of 72.86 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the North corner of Lot 1, Block A of Roland Arthur Estate recorded under Instrument Number D210231152 of the Official Public Records of Tarrant County, Texas, same being the beginning of a tangent curve to the right, concave to the north, having a radius of 541.28 feet; THENCE SOUTHEASTERLY with the arc of said tangent curve, an arc length of 183.39 feet (a chord bearing of SOUTH 27 degrees 53 minutes 49 seconds EAST, a chord distance of 182.52 feet, a delta angle of 19 degrees 24 minutes 46 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST, with the south line of said Lot 1, Block A 242.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 00 degrees 43 minutes 02 seconds EAST, with the west line of said Lot 1, Block A, a distance of 575.19 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE SOUTH 34 degrees 56 minutes 13 seconds WEST, with the southeast line of said Lot 1, Block A, a distance of 244.23 feet; THENCE SOUTH 67 degrees 38 seconds 44 seconds WEST, with the south line of said Lot 1, Block A, a distance of 347.66 feet; THENCE NORTH 00 degrees 43 minutes 02 seconds WEST, passing at a distance of 70.04 feet a 1/2 inch capped rebar stamped "JPH Land Surveying" set with the west line of said Lot 1, Block A, in all, a total distance of 777.55 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE through Polygon Enterprises, Inc. tract: 1.NORTH 85 degrees 28 minutes 43 seconds WEST, a distance of 159.82 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. SOUTH 49 degrees 45 minutes 36 seconds WEST, a distance of 276.69 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3.NORTH 88 degrees 15 minutes 43 seconds WEST, a distance of 215.60 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve, concave to the east, having a radius of 232.50 feet; 4. SOUTHERLY with the arc of said non-tangent curve, an arc length of 15.59 feet (a chord bearing of SOUTH 09 degrees 33 minutes 09 seconds EAST, a chord distance of 15.59 feet, a delta angle of 03 degrees 50 minutes 35 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the said curve; 5. SOUTH 11 degrees 28 minutes 27 seconds EAST, a distance of 36.69 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the west, having a radius of 517.50 feet; 6. SOUTHERLY with the arc of said non-tangent curve to the right, an arc length of 211.98 feet (a chord bearing of SOUTH 00 degrees 15 minutes 39 seconds WEST, a chord distance of 210.50 feet, a delta angle of 23 degrees 28 minutes 12 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the said curve; 7. SOUTH 31 degrees 12 minutes 17 seconds EAST, a distance of 14.45 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 8. SOUTH 14 degrees 33 minutes 23 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 9. SOUTH 60 degrees 02 minutes 28 seconds WEST, a distance of 14.14 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 10.NORTH 74 degrees 57 minutes 03 seconds WEST, a distance of 35.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 11.NORTH 30 degrees 52 minutes 07 seconds WEST, a distance of 14.36 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 12.NORTH 74 degrees 57 minutes 32 seconds WEST, a distance of 40.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve, concave to the south having a radius of 95.50 feet; 13. SOUTHERLY with the arc of said tangent curve, an arc length of 46.71 feet (a chord bearing of SOUTH 88 degrees 58 minutes 12 seconds EAST, a chord distance of 46.24 feet, a delta angle of 28 degrees 01 minutes 20 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a reverse curve, concave to the north, having a radius of 351.80 feet; 14. SOUTHERLY with the arc of said reverse curve, an arc length of 28.47 feet (a chord bearing of NORTH 79 degrees 20 minutes 13 seconds EAST, a chord distance of 28.46 feet, a delta angle of 04 degrees 38 minutes 12 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of the curve; 15. SOUTH 15 degrees 02 minutes 28 seconds WEST, a distance of 16.92 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 16. SOUTH 76 degrees 54 minutes 42 seconds WEST, a distance of 90.96 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve to the right, concave to the north, having a radius of 100.00 feet; 17. WESTERLY with the arc of said tangent curve, an arc length of 7.75 feet (a chord bearing of SOUTH 79 degrees 07 minutes 55 seconds EAST, a chord distance of 7.75 feet, a delta angle of 04 degrees 26 minutes 26 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 18. SOUTH 81 degrees 21 minutes 08 seconds WEST, a distance of 29.30 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 19. SOUTH 81 degrees 21 minutes 08 seconds WEST, a distance of 97.99 feet a set 1/2 inch capped rebar stamped "JPH Land Surveying" set in the west line of the Polygon Enterprises, Inc. tract; THENCE NORTH 08 degrees 38 minutes 52 seconds WEST, with the west line of Polygon Enterprises, a distance of 33.48 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the south corner of Parcel 264, Part 2, recorded under Instrument Number of D211043543 of the Official Public Records of Tarrant County, Texas; THENCE with the perimeter of Polygon Enterprises, Inc. tract, the south line of said Parcel 264, Part 2, the following calls: 1. NORTH 36 degrees 23 minutes 40 seconds EAST, a distance of 51.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. NORTH 81 degrees 26 minutes 33 seconds EAST, a distance of 34.47 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the southeast corner of Parcel 264, Part 5 recorded under Instrument Number D211043543 of the Official Public Records of Tarrant county, Texas; THENCE NORTH 08 degrees 10 minutes 07 seconds WEST, with west line of said Parcel 264, Part 5, a distance of 63.01 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, being the northeast corner of said Parcel 264, Part 5; THENCE SOUTH 81 degrees 26 minutes 33 seconds WEST, with the north line of said Parcel 264, Part 5, a distance of 34.54 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being an interior corner on the north line of said Parcel 264, Part 2; THENCE NORTH 53 degrees 36 minutes 20 seconds WEST, with the north line of said Parcel 264, Part 2, a distance of 51.76 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set, same being the north corner of Parcel 264, Part 2; THENCE with the west line of Polygon Enterprises, Inc. tract, the following calls: 1.NORTH 08 degrees 38 minutes 52 seconds WEST, a distance of 240.80 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set at beginning of a tangent curve to the right, concave to the east, having a radius of 4,905.00 feet; 2. NORTHERLY with the arc of said tangent curve to the right, an arc length of 288.70 feet (a chord bearing of NORTH 06 degrees 57 minutes 41 seconds WEST, a chord distance of 288.66 feet, a delta angle of 03 degrees 22 minutes 21 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set; THENCE through the interior of the tracts described in the deeds to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur recorded in Volume 10152, Page 1991 of the Deed Records of Tarrant County, Texas, the following calls: 1. NORTH 89 degrees 40 minutes 25 seconds EAST, a distance of 241.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 2. NORTH 74 degrees 43 minutes 50 seconds EAST, a distance of 124.24 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 3. NORTH 52 degrees 05 minutes 59 seconds EAST, a distance of 199.66 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 4. NORTH 20 degrees 12 minutes 24 seconds EAST, a distance of 97.00 feet 1/2 inch capped rebar stamped "JPH Land Surveying" set; 5. NORTH 85 degrees 31 minutes 36 seconds EAST, a distance of 241.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 6. SOUTH 02 degrees 13 minutes 57 seconds EAST, a distance of 51.21 feet a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve to the left, concave to the east, having a radius of 367.50 feet; 7. SOUTHERLY with the arc of the said tangent curve to the left, an arc length of 82.93 (a chord bearing of SOUTH 08 degrees 41 minutes 49 seconds EAST, a chord distance of 82.75 feet, a delta angle of 12 degrees 55 minutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; 8. SOUTH 15 degrees 09 minutes 41 seconds EAST, a distance of 39.94 to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 9. SOUTH 18 degrees 46 minutes 39 seconds EAST, a distance of 44.98 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the south, having a radius of 232.50 feet; 10. EASTERLY with the arc of said tangent curve to the right, an arc length of 87.43 feet (a chord bearing of NORTH 81 degrees 59 minutes 43 seconds EAST, a chord distance of 86.91 feet, a delta angle of 21 degrees 32 minutes 43 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the end of said curve; 11. SOUTH 87 degrees 13 minutes 56 seconds EAST, a distance of 165.62 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 12. NORTH 01 degrees 48 minutes 51 seconds EAST, a distance of 35.00 feet to 1/2 inch capped rebar stamped "JPH Land Surveying" set; 13. NORTH 02 degrees 13 minutes 57 seconds WEST, a distance of 349.05 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 14.NORTH 12 degrees 00 minutes 22 seconds WEST, a distance of 106.12 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 15. NORTH 59 degrees 49 minutes 32 seconds EAST, a distance of 289.46 feet to a Mag nail with a metal washer stamped "JPH Land Surveying" set; 16. SOUTH 46 degrees 01 minutes 20 seconds EAST, a distance of 82.18 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve to the right, concave to the southeast, having a radius of 60.00 feet; 17. SOUTHEASTERLY with the arc of said non-tangent curve to the right, an arc length of 34.13 feet (a chord bearing of SOUTH 29 degrees 43 minutes 31 seconds EAST, a chord distance of 33.67 feet, a delta angle of 32 degrees 35 minutes 38 seconds) to a Mag nail with a metal washer stamped "JPH Land Surveying" set at the end of said curve; 18. SOUTH 89 degrees 39 minutes 37 seconds EAST, a distance of 295.73 returning to the Point of Beginning and enclosing 30.276 acres (1,318,842 square feet more or less). NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT,____________________ does hereby adopt this plat, designating the herein above described property as ________________________________________________________, an reserved for the purposes indicated. The utility and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies and the public and private utilities specifically approved by the Town of Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for mutual use and accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the Town of Westlake to use a particular easement shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way may endanger or interfere with the construction maintenance, or efficiency of its system on the easement and that public utility shall at all times have the right of ingress and egress to or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that utility. Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line. Descriptions of these additional easements herein granted shall be determined by their locations as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, Tarrant County, Texas. WITNESS, my hand, this the_________ day of _______________, 2016. ________________________ Signature STATE OF TEXAS † &2817<2)BBBBBBBBBB† BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared ___________________, known to me to be the person whose name is subscribed to the foregoing instrument and who acknowledged to me that he executed the same for the purposes and considerations expressed therein. Given under my hand and seal of office this ____ day of ________________________, 2016. _________________________________ Notary Public, State of Texas APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS ON THIS THE_____DAY OF _________________, 2016. ATTEST: ______________________ _______________________ MAYOR TOWN SECRETARY REVIEWED BY: _______________________________ TOWN ATTORNEY _______________________________ TOWN ENGINEER Surveyor's Certification I, Eric Zollinger , a Registered Professional Land Surveyor in the State of Texas, hereby state, to the best of my knowledge and belief, this plat hereby represents an on-the-ground survey performed by me and all the property corners are marked as indicated. PRELIMINARY: THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON AUGUST 02, 2016. ~RELEASED FOR REVIEW TO THE TOWN OF WESTLAKE ON OCTOBER 11, 2016. Eric Zollinger Registered Professional Land Surveyor No. 6357 Email: eric@jphls.com SURVEYOR'S NOTES: 1. This survey was performed with the benefit of a commitment for title insurance provided by Alamo Title Insurance, Commitment No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete copies of the record description of the property, any record easements benefiting the property, the record easements or servitudes and covenants affecting the property ("Record Documents"), documents of record referred to in the Record Documents, and any other documents containing desired appropriate information affecting the property being surveyed and to which the survey shall make reference were not provided to this surveyor for notation on the survey except for those items listed within Schedule B of said commitment. Therefore, easements, agreements, or other documents, either recorded, or unrecorded may exist that affect the subject property that are not shown on this survey. 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of median approximately 1366 feet south of the intersection of Davis Boulevard and Dove Road. The benchmark has the following values X = 2,371,356.00'| Y =7,039,974.15' (Texas Coordinate System of 1983, Central Zone) | Z = 675.07' (NAVD'88). 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove road, said mag nail being approximately 225 north of the intersection of Hidden Spring Court and Dove Road. The benchmark has the following values X = 2,373,155.14'| Y =7,039,995.61' (Texas Coordinate System of 1983, Central Zone) | Z = 615.54' (NAVD'88). 4. The private road easement shall be open to emergency services units, solid waste collection agencies and utilities specifically approved by the Town of Westlake. The surface maintenance shall be responsibility of either the property owner or homeowners association no buildings, fences, trees, shrubs or other improvements or growths, constructed, reconstructed or placed upon or across the easement. 5. No easements will be allowed by separate instrument without written approval from the Town of Westlake. 6. Easements shown within the bounds of this plat without recording information are hereby dedicated by this plat. 7. "X-LOTS" are to be owned and maintained by the Homeowners Association APPROVED BY THE PLANNING & ZONING COMMISSION OF WESTLAKE, TEXAS ON THIS THE_____DAY OF ____________, 2016. ATTEST: ______________________ _______________________ CHAIRMAN TOWN SECRETARY FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING 30.276 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M. Throop Survey, Abstract No. 1510 Josiah Walker Survey, Abstract No. 1604 William H. Martin Survey, Abstract No. 1068 BEING A REPLAT OF LOT 1, BLOCK A, ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF 2 THIS PLAT IS FILED AS DOCUMENT NO.______________________DATE________ PREPARED ON: OCTOBER 12, 2016 Tri-County Electric Cooperative approves the location and abandonment of the electric easements shown on this plat ______________________________________________ Tri-County Electric Representative Date By: MARY LOUISE GARCIA COUNTY CLERK f1 ; ~-f\ ~.~ ~ CT}: 100 West Weatherford Fort Worth, TX 76196-0401 ..... ~·<;Wu~~· •• ~e·~· .. .: .... • +,.·· ---~----------------....... ~ .. · ... QUAIL HOLLOW DEVELOPMENT LLC 935 W DOVE RD SOUTHLAKE, TX 76092 Submitter: QUAIL HOLLOW DEVELOPMENT LLC PHONE (817) 884-1195 DO NOT DESTROY WARNING -THIS IS PART OF THE OFFICIAL RECORD. Filed For Registration : 12/14/2016 3:45 PM Instrument#: D216291902 PLATA 9 PGS $89.00 0216291902 A NY PROVISION WHICH RESTRICTS THE SALE, RENTAL OR USE OF THE DESCRIBED REAL PROPERTY BECAUSE OF COLOR OR RACE IS INVALID AND UNENFORCEABLE UNDER FEDERAL LAW . Quail Hollow Phase 1 Final Plat Resolution 16-44 MONUMENTS I DATUMS I BEARING BASIS CRS o 112" rebar stamped "JPH Land Surveying" set MNS 0 Mag nail & washer stan1ped "JPH Land Surve}·ing" set O Monu1nents are found if not n1arked MNS or CRS. TBM -0 Site benclunark (see vicinity 1nap for general location) Coordinate values, if shown, are US.SyFt.ffxCS,'83 ,N CZ Elevations, if shov.111, arc NA VD'88 Bearings are based on grid north (TxCS,'S3,NCZ) LEGEND OF ABBREVIATIONS United States Survey Feet US.Sy Ft. TxCS,'83 ,NCZ NAVD'8S P.R_ T.C.T. 0.P.R.T.C.T. Texas Coordinate Systc1u of 1983, North Central Zone North Anterican Vertical Datum of 1988 D .R .T.C.T. Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas Deed Records of Tarrant County, Texas Volume/Page/lnstruntent Nu1nber Point of Beginning/Point of Con1rnencing Easen1ent/Building Line V 0 L/PG/INST # POB/POC ESMT/BL W.S.E.G.D. Water, SeVt·er, Electric, Gas and Duct Bank Easen1cnt FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas, 1nap no. 48439C0085K, dated 2009/09/25, via scaled 1nap location and graphic plotting andior the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hat:ards.fe1na.gov. DRAINAGE EASEMENT LOT3 DETAIL "A" NOTTO SCALE \ \ \ LOT2 STREET LOT 17 \ 3 <10' r-REAR SETBAcK LOT TYPICAL LOT SETBACK DETAIL • u i::; -. 0 I 00' L43 200' ~ ....... Scale: l" ~ I 00' JPHJob No. 2016.200.001 Quail Hollow, Westlake -Phase I FINAL PLAT.dwg •\:> 2016 JPH Land Snrveying, Inc. -All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Firm #10019500 #10194073 #10193867 DFW I Austin I Abilene Drafter: PL Drafter/Revision: JHB I l/IS/2016 Drafter/Revision: Drafter/Revision: Drafter!Rcvision: Drafter/Revision: Drafter/Revision: ENGINEER DEOTTE, INC. 420 JOHNSON RD. SUITE 303 KELLER, TEXAS 76248 817.337 8899 WWW.DEOTTE.COM _J LOT5X 0.250 ACRES \/ DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 ''""'f'"''R ,' I I I OWNER I I POLYGON ENTERPRISES lfiii 1755 DOVE RD. · WESTLAKE, TX 76262 t}J CONTACT: ROLAND ARTHUR ~ s 17.917.6042 ~ 0 I I ~ ¥ I "-+ <a 'I.4 ~ I , 17>0 'C?;. ::: o , ,,?.J ''9- ~ f;ji 'iy,, I I pl D/jJ VJ,~ I I I I I I I I I I ,' '' ec• { '' ' ' I -/ ' JC. [le I I L~8IS.51', R~4905.00' t-~009°33'40" N07°36'49"E-S 17.56' I I I I L'=624.15', R~4905.00' t-~007° 17'27" NOi 0 3 7'48"W--<J23 .73 ' I I I I \ \ I \ \ \ ~ °'I ~I II "'I I I I I ;.-..,-'ft, £: I I ;z . ,,,. RF;JAR "C&ll" I I I . I A I LOT 6 I 2.283 ACRES / i · (99456± SQUARE FEET) 5/8 REB!J/ ;;;/ i I BLOCK 5 ....; r !/ ~ ~! I f/ ~ I I . I I I I l:_i I l 5' TRT-O)UNTY ELECTRIC & WALL lli1AINTliNANCE EASE!vlliNl LOT 7 2.219 ACRES (96670± SQUARE FEET) - - N89°58'3l"W 100.00' LOT 4 1.996 ACRES \ (86934± SQUARE FE ET) \ \ GRANADA WESTLAKE INVESTMENTS, LLC INST.# D215038613 O.P.R.T.C.T. us CRS SWP58'm"'F l 7TU' N87Q l 8'53"E 58.60 -·- LOT 17 1.90 0 ACRES (82785± SQUARE FEET) S5 2°24'4 5"E 9.1 9' N28°20'53"W 29.63' TH6 UND ERGROUND S.. \NTI AR Y SEWER il'-11' EJ\SEMJ.Xf AGRTIEMENT VOL 147!3.PG-.31 0 D R.T.C.l . \5937' \ \ "'\ LOT 16 \ , ,'g 1.600 ACRE S . \: .. ,,, (69705± SQUARE FEET) \~ t \ S&9"58'tl9"E 519.21 ' --S1!9"38'0'1"F = ~ (l:L'i.TCIIED AREA) RIGHT-OF-WA YDEDICATION ll9,649S_F_ L=315 .24', R =200.00' ..1=090°18'33" 5' WAT.T. MAINTENANCE_/ l!A:illl\IDJT' -- BY THIS PLAT I \ \ L=46_51', 1{=300.00' L m30.0I ', R~300 .00 A-=-005'43'56" A=008Q5 2'55" LOT 15 1.504 ACRES (65507± SQUARE FEET) I ·1 LO~I4X I 0.249 ACREs § ;16r 6± SQU AR E FEET)". I e: o; ;1 !;/ -~ ' 7 ' -· . "' I Ii/ 1· L =47 2.86', R=JOO_I XI ' ~00 090"'18'32" LOTI3 ! 799 ACRES \ (78373± SQUARE FEET) SEE· DET AfL "D' DR}l.INAGEE/\SEMENT RESTR1CTED GRADING Noo0 20·23··~ 10 0-54 ' EAS!ThfENT THE UNDERGROUND SA N ITARY SE\l/ERLINE ~ EASBvlENT AGREEMENTL ---... Ss'\fo VOL_ 14713, PG.310 ,_j""if" D .RT.C.T '>1 lo-,f' ·o;,. c 93.33' 0 IJ{j• LOT5X BLOCK4 2.262 ACRES 98,539 ±SQUARE FEE T I 7.'i-0 POLYGON ENTER.PR ISES. INC. VOLUME 933 9. PAGE 107 1 D.R.T.C.T. l>R."JN AGE E.4-SEMEN T N89°39'37"W 295.73' B:ei~~SJ Q!I: cm..,rieis a. 'Ji.'lh~Qltl>P su~weiv !fJ AlFll& ~act N ~ 1 Q, 1 o / / / \ \ ~~~ ;,,lj~ ~iii • N " ~ ~ '\ - I ?' ,,_ I ~ 8 I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I SEUNG HKIMANULUCYPKIM INST_# 0215285832, 0.P.R.T.C.T. lL BAIJU AND SHUSHAN JACOB INST.# lJ212193836, 0.P.R.T.C.T. BROKEN BEND DRIVE r -- NEIL AND GARIMAZUCKER INST _# 0212106437, 0.1'.R.T.C_T ;:!: I PAUL R. BEAUCHAMP III AND KEIUN BEAUCHAMP INST.# D21316989!, O .P.R.T.c:r. ~-- LOT I N -E-t MJCHA EL K_ MAUI.ER AND 0 STEFAN IE A _ MAULER. TRUSTEES ....,:i OF THE MI CHAEL AND STEFANIE MAULER REVOCABLE TH.UST TNST.# D216183707, O .P.R.T.c:r BLOCKG GLE NWYCK FARMS I I~ I • 1 9 I CABINET A, SLIDES 58 14 & 5815 ,..., P .R.T.C.T. I I ~ ~ O:JMMON AR EA/OPEN SPACE 0 TO BE CONVEYE[) TO H.O.A ' I I~ ', I I~, ' I I I I I I I I I LOT I r ;:',"i,':"'s R IC HARUAND LEAHRENNH ACK VO L. 16840. PG . 269, D.R.T.C.T LOT3 I I \ \ \ \ I HIDDEN SPRfNG COURT I I S79°54'20"W 15.09' L54 -0 .,; M DETAIL "B" NOTTO SCALE I ~ LOT 13, BLOCK4 Bo '\ DRAINAG E EASEMENT B Y THIS PLAT 17;,j -ud r ::;; DETAIL "C" NOTTO SCALE TIIE UNDERGROUND SANITAR Y SEWER LINE E.A..SEMENT AGREEMENT VOL. t4713,PG.3\0 .R.T.C.T. HATCl--lED AREA LOT 12, RLOCK 4 TO BE ABANDONED BYTHIS"F'LAT 4c;; ,, / .... /~G'fJ ,, / ~<,f:J '\'l / "' -~·'l:lT/--""'<.p~-- DRAINAGE EASEMENT BY Tms Pl.AI __."~ S87"I 1'06"E 99.00' S 20'U.E.BYU1ISPLAT N87"11'06"W 135.78' --- LOT 12, BLOCK 4 DETAIL "D" NOTTO SCALE L56 -Ii I I I I I I I LOT9 -...J L53 I <~, §I LSI II LOT !OX ...J DRAINAGE EASEMENT MNS C'RS 3 J .47• -- I L49 I I VICINITY MAP SCALE: l" = 2000' SITE TBM "1 "'111tt:1· .. ooo ,,.(vo DOV: R!J i'..::NCtA'. E CT ' -,. M OC IU ~I G f/I R D l~J "' ' 0 PME A SAN T t:! ~II - " I! = o",. '" = FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE! BEING 64.203 ACRES SITUATED TN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs of Charles M Throop Survey, Abstract No, 151 O TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1OF2 THJS PLAT FILED AS DOCUMENT NO._D~Jf,,_~"1J"l~DATE_L¥J-r,l.f r;_ PREPARED ON: OCTOBER 12 , 20!6 • STATE OF TEXAS § COUNTY OF § WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 , and Volume 14573, Page 300, of the Deed Records of Tarrant County , Texas, and Roland Stene Arthur according to the deed recorded in Volume 10152, Page 1991, of the Deed Records of Tarrant County, Texas, are the o'vners of that certain tract situated in the Leroy Boggess Survey·, Abstract No. 196, the Memucan Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Survey, Abstract No. 1510, To\l\.TI of Westlake, Tarrant County, Texas: the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur; the subject tract being ntore particularly described as follo\vs: Beginning at a 1/2 inch capped rcbar stan1ped "JPH Land Surveying" set at the northeast comer of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volun1e 9339, Page 1071, of the Deed Records of Tarrant County, Texas; THENCE SOUTH 00 degrees 23 1ninutes 47 seconds WEST, \Vith the east line of the Polygon Enterprises, lnc. tract, a distance of l,425.52 feet to a Mag nail with a n1etal \vasher stan1pcd "JPH Land Surveying" set; THENCE lhrough the interior of the tracts described in the deeds to Polygon Enterprises, Jnc. recorded in Volu1nc 9339, Page 1071, and Volume 14573, Page 300, of the Deed Records of Tarrant Cow1ty, Texas , and Roland Stene Arthur recorded in Volu111c 10152, Page 1991, of the Deed Records of Tarrant County, Texas, the follo\\~ng calls: \,a Nd l. NORTH 89 degrees 39 111inules 37 seconds WEST, a distance of 295.73 feet to a 1/2 inch capped rebar statnped "JPH Land Sun'eying" set at the beginning of a no11-tat1gent curve concave to the soutlr\.vcst (curve to the left) having a radius of 60.00 feet; 2. NORTHWESTERLY with the arc of said non-tangent curve, an arc length of 34.13 feet (a chord bearing of NORTH 29 degrees 43 minutes 31 seconds WEST, a chord distance of 33_67 feet, a delta angle of 32 degrees 35 1ninutes 38 seconds) to a 1/2 inch capped rcbar stan1ped "JPH Land Surveying" set at the end of said non-tangent curve; 3. NORTH 46 degrees 01 n1inutes 20 seconds WEST, a distance of 82. l 8 feet to a Mag nail \Vith a n1etal V11asher stan1ped "JPH Land Surveying" set; 4. SOUTH 59 degrees 49 minutes 32 seconds WEST, a distance of 289.46 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set; 5. 6. SOUTH 12 degrees 00 minutes 22 seconds EAST, a distance o[ 106.12 feet to a 1/2 inch capped rebar stmnped "JPH Land Surveying" set; SOUTH 02 degrees 13 n1inutes 57 seconds EAST , a distance of 349.05 feet to a 1/2 inch capped rebar sta1nped "JPH Land_ Surveying'' set; 7. SOUTH 01 degree 48 minutes 51 seconds WEST, a distance of 35.00 feet lo a 112 inch capped rebar stamped "JPH Land Surveying" set; 8. NORTH 87 degrees 13 minutes 56 seconds WEST, a distance of 165.62 feet to a 1/2 inch capped rebar stm.nped "JPH Lm.1d Surveying" set at the beginning of a tattgent curve concave to the south (curve to the left) having a radius of232.50 feet; 9. WESTERLY with the arc of said tangent curve, m.1 arc length of 87.43 feel (a chord bearing of SOUTH 81 degrees 59 111inutes 43 seconds WEST, a chord distance of 86.91 feet, a delta angle of 21 degrees 32 1ninutes 43 seconds) to a l/2 inch capped rebar stamped "JPH Land Surveying" set; 10 . NORTH 18 degrees 46 minules 39 seconds WEST, a distance of 44.98 feet to a l/2 inch capped rebar stamped "JPH Land Surveying" set; 11. NORTH 15 degrees 09 minutes 41 seconds WEST, a distance of 39.94 feet to a 1/2 inch capped rebar statnped "JPH Land Surveying" set at the beginning of a tangent cun1e concave to the east (curve to the right) having a radius of 367.50 feet; 12. NORTHERLY vvith the arc of said tangent curve, an arc length of 82.93 feel (a chord bearing of NORTH 08 degrees 41 n1inutes 49 seconds WEST, a chord distance of 82_ 75 feet, a delta angle of 12 degrees 55 1ninutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point of tangency of said curve; • /..;::::=======:!.'~~~'===========================::~, I/ JPH Job No. THENCE 13. NORTH 02 degrees 13 1ninutes 57 seconds WEST, a distance of 51.21 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set 14. SOUTH 85 degrees 31 1ninutes 36 seconds WEST, a distance of 241.18 feet to a 1/2 inch capped rebar sta1nped "JPH Land Surveying" set ; 15 . SOUTH 20 degrees 12 minutes 24 seconds WEST, a distance of 97_00 feet to a 1/2 inch capped rebar stamped "JPH Land Surve)•ing" set; 16. SOUTH 52 degrees 05 111inutcs 59 seconds WEST, a distance of 199.66 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; 17 . SOUTH 74 degrees 43 minutes 50 seconds WEST, a distance of 124.24 feet to a l /2 inch capped rebar statnped "JPH Land Sun1 eying" set; 18. SOUTH 89 degrees 40 1ninutes 25 seconds WEST, a distance of 241.00 feet to a Mag nail \vith a metal washer sta1npcd "JPH Land Surveying" set on the curved \vest right of \Vay of Davis Boulevard, said curve being concave lo the east (curve to the right) having a radius of 4,905.00 feet ; \Vith the cast right of \Vay of Davis Boulevard, as described in the deeds to the To\vn of Westlake in Volume 17035, Page 159 and Volume 1499, Page 363 of the Deed Records of Tarrant County, Texas and the judge1nent to Tarrant Count)' recorded under lnstrun1ent Nu111ber D2l1043543 of the Official Public Records of Tarrant Comity, Texas, the following calls: 1 . NORTHERLY \Vith the arc of the said curve, an arc length of 624.l5 feet (a chord bearing of NORTH Ill degree 37 ntinules 48 seconds WEST, a chord distance of 623 .73 feet, a delta angle of 07 degrees 17 111inutes 27 seconds) to a Mag nail with a 1netal \Vasher stamped "JPH Land Surveying" set 2. SOUTH 87 degrees 35 minutes 02 seconds EAST, a distance of 117.45 feet to a 1/2 inch capped rebar sta1nped "JPH Land Surveying" set; 3. NORTH 02 degrees 24 n1inutes 58 seconds EAST, a distance of 70.00 feel Lo a 1/2 inch capped rebar stainped "JPH Land Surveying" set; 4. NORTH 87 degrees 35 1ninutes 02 seconds WEST, a distance of l 17.44 feel to a 1/2 inch capped rebar stamped "JPH Land Surveying" set on the curved \Vest right of \Vay of Davis Boulevard, having a radius of 4,905.00 feet; 5. NORTHERLY with the arc of said curve, atl arc length of 818.51 feel (a chord bearing of NORTH 07 degrees 36 minutes 49 seconds EAST, a chord distance of 817.56 feel, a delta angle of 09 degrees 33 1ninutes 40 seconds) to a 5/8 inch rebar foWld at the point of tangency said cunre; 6. NORTH 12 degrees 23 n1inutes 34 seconds EAST, passing at a distance of 193.07 feet a found 5/8 inch capped rebar stan1ped '·Carter & Burgess'', and continuing on said course, a total distance of 492.05 feet to a l /2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northwest (curve to the left) having a radius of 1,782.50 feet; 7 . NORTHERLY \vith the arc of the said non-tangent curve, an arc length of 14 _22 feet (a chord bearing of NORTH 12 degrees 09 n1inutes 51 seconds EAST, a chord distance of 14 .22 feet) to a Mag nail 'vith a 111etal \Vasher stamped "JPH Land Surve)'ing" set al the end of said curve in the south line of Dove Road; THENCE \vith the south line of Dove Road. as described ll1 the judge1nent recorded under Instrument Nun1ber D211043543 of the Official Public Records of Tarrant County, Texas, the following calls: I. SOUTH 80 degrees 43 minutes 33 seconds EAST, a distance of 55.84 feet to the beginning of a non-tangent curve concave to the north (curve to the left) having a radius of 1,153.14 feet; 2. EASTERLY 'vith the arc of the said non-tangent curve, m1 arc length of 29.57 feel (a chord bearing of SOUTH 81 degrees 27 minutes 38 seconds EAST, a chord distance of 29.57 feet, a delta angle of 01 degrees 28 1uinutes 10 seconds) to a 1/2 inch capped rebar strunped "JPH Land Surveying" set at the end of the curve; 3. SOUTH 07 degrees 48 minutes 17 seconds WEST, a distance of 12.00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the north (curve to left) having a radius of I, 165.14 feet; 4. ENGINEER DEOTTE,INC EASTERLY \vith the arc of the said non-tangent curve, att arc length of 95.32 feet (a chord bearing of THENCE SOUTH 84 degrees 32 n1inutes 20 seconds EAST, a chord distance of 95.29 feet, a delta angle of 04 degrees 41 n1inutcs 14 seconds) to a 1/2 inch capped rebar sta1nped "JPH Land Surveying" set at the end of said curve; 5. NORTH 88 degrees ] 1 tninutes 47 seconds EAST, a distm1ce of 103.53 feet (n1onun1ent could not be set); 6. NORTH 89 degrees 58 1ninutes 31 seconds WEST, a distance of 100.00 feet (111onuu1cnt could not be set); 7. NORTH 82 degrees 56 minutes 01 second EAST, a distance of 100.77 feet to a 1/2 inch capped rebar stan1ped "JPl-1 Land Sunrey ing" set; 8. NORTH 87 degrees 18 minutes 53 seconds EAST, a distance of 591.26 feet to a 1/2 inch capped rebar stainped "JPH Lm1d Surveying" set in Dove Road; in Dove Road, \Vest and then east, the follo\\·ing calls: 1. SOUTH 89 degrees 47 1uinutes 45 seconds WEST, a distance of 924.49 feet to a Mag nail with a n1etal \Vasher stainped "JPH Land Surveying" set at the beginning of a non-tangent curve concave to the northeast (curve lo the right) having a radius of 229.60 feet; 2. NORTHWESTERLY 'vith the arc of the said curve, an arc length of 105.LO feet (a chord bearing of NORTH 76 degrees 30 minutes 49 seconds WEST, a chord distauce of 104.19 feet, a delta angle of 26 degrees 13 minutes 43 seconds) to a Mag nail v,rith a n1ctal \Vasher stamped "JPH Land Surveying" set at the end of said curve on the north line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volume 9339, Page 1071 of the Deed Records of Tarrant County, Texas; 3. SOUTH 89 degrees 57 minutes 14 seconds EAST, "\vith the north line of the said Polygon Enterprises , Inc. tract, a distance of 1,432.35 feet retun1ing to the Point of Beginning ai1d enclosing 64.203 acres (2,796,693 square feet n1ore or less). NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, _______________________ does hereby adopt this plat, designating the herein above described property as ---· ------------' an reserved for the purposes indicated. The utilit)' and fire lane easements shall be open lo the public, fire and police units, garbage ru1d rubbish collection agencies and the public and private utilities specifically approved by the To\\'TI of Westlake for the use of a particular easement. The n1aintenance of paving or any other surfaces on the utility ru1d fire lruic eascn1ents is the sole responsibility of the property O\Vner. No buildings, fences, trees, shrubs or other improvetnents or gro\vths shall be constructed, reconstructed or placed upon, over or across the easernents as sho\vtl. Said casements being hereby reserved for niutual use and acconunodation of all public utilities specifically approved by the To\\'11 of Westlake. Any public utility specifically approved by the To\vn of Westlake to use a particular ease1ucnt shall have the right to rentove at1d keep removed all or part of any buildll1gs , fences , trees, shrubs or other unproveu1cnts or gro,vths \\·hich 1n any \Vay n1ay endat1gcr or interfere \vith the construction 1naintcnance, or efficiency of its system on lhe easement and that public utility shall at all times have the right of ingress and egress to or front attd upon the casement for the purpose of constructing, reconstructing, inspecting, patrolling, n1aintaining and adding to or re1noving all or part of its syste111, subject to complyll1g Vl'ith all ordinances, rules, regulations and resolutions of the To\vn of Wcstalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading 111eters , 111ainlenance and service required or ordinarily perfomted by that utility. Water inain and \Vastc\.vatcr casen1cnts shall also include additional area of \vorking space for construction and maintenance of the syste1ns. Additional area 1s also conveyed for installation and maintenance of n1anholes, cleanouts, fire hydrants, \vater services m1d \Vastewater sen'ices from the n1ain to the curb or pave111ent li.J.1e. Descriptions of these additional easements herein grru1ted shall be determined by their locations as installed. This plat appro ved subject to all platti11g ordinances, rules, regulations, and resolutions of the Town of Westlake, Tarrant County, Texas. WITNESS, my hand, this the __ __ 2016. Signature ST A TE OF TEXAS COUNTY OF § § day of __ -------·--·-·---·-·' BEFORE ME, the undersigned notary public, State or Texas, on this day personally appeared ________ --------· _, kno\VJI to be the person -"vhose natne is subscribed to the foregoing u1strument and who acknowledged to tne that he executed the same for the purposes and considerations expressed therei.J.1. Given under 1ny hat1d and seal of office this day of ------------------~·----~ 2016. Notary Public, State of Texas SURVEYOR'S NOTES: Tri-County Electric Cooperative approves the location and aba11don1nent of the electric easen1ents sho\VIt on this plat l. This survey \vas pcrfonned with the benefit of a co111mittnent for title insurrutce provided by Ala1110 Title Insurance, Comn1ittnent No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31, 2016 and issued April 15 , 2016. Co111plete copies of the record description of the property, any record easen1ents benefiting the property , the record easements or servitudes at1d covenants affecting the property ("Record Docun1e11ts"), docun1ents of record referred to in the Record Docun1ents, at1d any other docu1ncnts containing desired appropriate inforn1ation affecting the property being surveyed and to which the suf\'e)' shall niake reference were not provided to this surveyor for notation on the survey except for those items listed ,.,,ithin Schedule B of said co1111n1ttnent. Therefore, easen1ents, agreements, or other docu1ncnts, either recorded, or unrecorded tnay exist that affect the subject property that are not sh0\\11 on this survey. :;;;:~-~::(Q~G g .. __ !.l-)J.ft~ Tri-County Electric Representative Dafe"1 '----~~~~~~~~~~~~~~~~./ / REVIEWED BY lii~dML 0 . _ WN A TTO[jNEY ff, . v_' -"I• () ' I . f'.=G. ----~~-~------ TOWN ENGINEER / ' APPROVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS ON THIS THE t 2'.__DAY OF :f.:'Q.tl_ro\::;eJLL 2016. ATTEST: -~~--~ MAYOR /APPROVED BY THE PLANNING & ZONING COMMISSION OF WESTLAKE, TEXAS ON THIS THE it,\_ __ DAY Of ~2016. 2. The site benchn1ark is a mag nail set in concrete near the face of curb on the south end of 111edim.1 approxin1ately 1366 feet south of the intersection of Davis Boulevard and Dove Road. The benchn1ark has the following values X ~ 2,371 ,356.00'1 Y =7,039,974.15' (Texas Coordinate Systen1 of 1983, Central Zone) I Z ~ 675.07' (NA VD'88) . 3. The site benclunark is a mag nail set approxi1nately 40 feet east of the centerli11e of Dove road, said mag nail being approxin1ately 225 north of the intersection of Hidden Spring Court attd Dove Road. The benchn1ark has the follo,ving values X = 2,373 ,155.14'1 Y ~7,039,995.61' (Texas Coordinate System of 1983, Central Zouc) I Z ~ 615.54' (NAVD'88). 2016.200.001 Quail Hollow, Westlake -Phase I FINAL PLATdwg 1t;i 2016 JPH Land Surveying, Inc. -All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Fim1 #10019500 #10194073 #10193867 420 JOHNSON RD. SUITE 303 KELL ER, TEXAS 76248 817.337.8899 WWW.DEOTTE.COM DEVELOPER ELLIOTT CA PIT AL 935 W. DOVE SOUTHLAKE, TX 76092 214.435.3570 OWNER POLYGON ENTERPRJSES 1755 DOVE RD. WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 ~ti~ ~t00n)il1 , Y•\111-i- CHAIK'lll AN TUWN "TARY ' ' '-' 4. The pnvate road ease111ent shall be open to e1nergency services units, solid \Vaste collection DFW I Austin I Abilene 5 6. 7. 8. 9 agencies and utilities specifically approved by the T om1 of Westlake. Th e surface 111aintcnat1ce shall be responsibility of either the property 0""11er or homeoV\'llers association no buildings, fences, trees, shrubs or other in1p roven1ents or growths, constructed, reconstructed or placed upon or across the ease1nent. No easements will be allowed by separate instrument \vithout V11ri tt en approval fron1 the Town of Westlake. Easen1ents shown 'vithin the bounds of this plat \vithout recording infonnation are hereby dedicated by this plat. "X-LOTS" are to be O\\Tied and maintained by the Homco\\II!Crs Associat ion for open space. Any proposed grading \vithin a restricted grading casen1cnt sho\vn on thi s plat 1nust designed and scaled by a licensed civ il engineer and approved by an independent third·p arty civil engineering consultm1t hired by the Quail Hollow Home 0\\11er's Association and/or Architectural Revie\v Board prior to construction. Any submitted design shall include a state1nent that the proposed in1provc1ncnts do nol negatively in1pact the integrity or perforn1an ce of the existing dant. Any improve1ucnts n1ade \Vithin this easc1nent without prior authorization n1a y be ren1oved atid the dam restored to original or better condition at the homeowner's sole expense. Building lll1es/setbacks arc shoVi'n but not labeled per the Town of W estlake. See typical building line detail for setback information_ Linc Data Table Curve Data Table Li ne # Distance Bearing Curve Ii Arc Radius Delta Chord Dearing Chord Ll 82.18' N46"01'20''W Cl 34.13' 60.00' 032°35'38'' N29°43'3l"W 33.67' 12 106.12' S12°00'22"E c2 87.43' 232.50' 021 °32'43" S8I 0 59'43"W 86.91' L3 35.00' SOl "48'51 "W CJ 82.93' 367 .50' 012"55'45'' N08°4 1'49"W 82.75' L4 44_98' N18"46'3 9"W C4 14 .22' 1782.50' 000"27'26" Nl2°09'5l"E 14_22' L5 39_94' Nl5°09'4 1"W CS 29.57' 1153.14' 001 °28'10" S8 1°27'38"E 29.57' L6 51.21' N02°13'57"'i\I C6 95.32' 1165.14' 004"41'14·1 S84°32'20"E 95.29' L7 97.00' S20"12'24"W C7 105 .10' 229.60' 026°13 '43" N76°30'49"Vl 104.19' LR 124.24' S74°43'50"W C9 137.56' 750.00' 010°30'33" N5 1°1 6'36"W 137 .37' l.9 117.45' S87"35'02"E CIO 236.45' 500 .00' 027'05'43" N42 °59'01 "W 234.25' L IO 70.00' N02°24'58"E Cll 258.95' 150 00' 098'-'54'43" N21 °06'28"E 227.97' l.11 117.44' N87°35'02"W C12 66.28' 79 50' 047°46'05" N44°04'21"W 64 .38' L l2 55.84' 880°43'33''£ C13 74.39' 54.50' 078"12'16" S32°06'38"E 68.75' Ll3 12.00' S07°48'17"W C14 64 .39' 79.50' 046°24'11" N03°00'48"E 62.64' L14 103.53' N88°1 1'47"E ClS 112.78' 54.50' 118°34'09" N66°16.34"E 93.71' Ll5 l00.77' N82°56'0 1"E CL6 54.09' 35()_()()' 00!1 °51'16" N78°16'08"E 54.04' L17 21.12' N87°50'46''E CL7 72.04' 150.00' 027°3 J '07" N87°36'04"E 71-35' Ll8 16.00' S02°09'14"E C18 72.75' 54.50' 076°29'09" N40°23 '49"W 67.47' Ll9 19.33' S87 °50'46"W C20 l l 1.98' 54.50' 117°43'35" S47°30'10"E 93.30' L20 18.04' S28 "38'03"W C21 43.20' 350.00' 007''04'20" NJ7°28'12 "W 43 .17' L26 37.00' Sll 0 21'37"W C22 122.68' 250.oo· 02&0 07'01'' N27°59'33"W 121.46' L27 10.00' N63°18'42''"\\1 C23 127.18' 54.50' 133°42'15" N24°14'52"Vv' 100.22' L28 10.72' N26°47'27"E C24 102.11' 54.50' 107°21'05" S83 °43'12"E 87.82' L29 12 .80' N37°2l '42"W C25 57 .3 4 ' 54.50' 060°17'01" S00°05'5l"W 54.73' L30 15.37' s52°3s·1s~w C26 \95.l<}' 150.00' 074°33'32" N33°17'04"E 181.11' L3 1 5.92' Sl2°51'38"W C27 31.28' 167.50' 010°41'57" N01 °21'17"E Jl-23' L32 13.35' N35"16'36"W C28 108.62' 150.00' 041 °29'22" N16°45'00"E 106.2 6' L33 15.17' N19°40'23"E C29 33.72' 150.00' 012°52'53" N3I 0 03'14"E 33.65' L34 14 33' N65°13'16"W C30 30.77' 150.00' 011 °45'10" Nl8°44'13"f. 30.71' L35 17.16' N65°26'27"W C31 101.71' 250.00' 023°18'37" 875°55'44"£ 101.01' L36 8.69' N47"56'56"E C32 216 .56' 200.00' 062°02'29" S33°15'l l"E 206.14' L37 C33 78.98' 350.00' 012°55'45" S08°41'49"E 78 .81' L38 16.43' S00°45'39''W C34 78.23' 250.00' 017''55'46" N83°48'1 l"E 77 .91' L39 14.26' S34°06'16"E C35 36.20' l SOJXJ' 013°49'40" Nl9°46'28"E 36.11' L40 9_50' Sll 0 21'37"W C36 67.02' 54.50' 070°27'16" S40°37'45''W 62.87' L41 185.79' Nl6°21·57"lJ..' C37 72.09' 54.50' 075°47'17" S32 °29'31"E 66.95' L42 18_26' S73°14'22"E C38 78.69' 54.50' 082°43'19" S68°I5 '11''W 72.03' L43 18.26' S52°24'4S"E C39 (J8_26' 54.5 0' 071'-'45'58" S08°59 '28"E 63.89' L44 34.%' S28"20'53"E C40 29.07' 69.50' 023"57'42" S41 °05'll"E 28 .85' L45 4 5.00' N69"21 '20"W C41 72.75' 54.50' 076°29'09" N40°23'49"W 67.47' L46 25.37' N28°20'53"W C42 15.20' 54.50' 015 °58'32" N65°38'47"F. 15.15' L47 2.36' -N52°24'45"W C43 56.89' 54.50' 059°48'45" s21°45'08''W 54.35' L48 194.65' S48°19'27''E C44 105.47' 54.50' 110°52'37" Sl5°46'27''E 89.76' L49 36.31' S81 °44'3 8"E C45 113.30' 132.50' 048°59'34" S03°51'06"E 109.88' L50 90.38' N48"19'27"W C46 74.82' 87.50' 048°59'34" N03°51'06"W 72.56' L5l 76.62' S33° J 1 '35"E C47 149.27' 99.50' 085°57'21" N23°l9'13"\V 135.66' L52 89.62' N48°19'27''W L53 7.32' N85°25'32"W L54 9.47' S85 c24'50''E L55 12.05' S04 °34'28"W L56 28.27' S48 °19'27"E Surveyor's Certification I, Eric Zollinger, a Registered Professional Land Surveyor in the State of Texas, hereby state, to the best of my kno,vledge and belief, this plat hereby represents an on-the-ground sun:ey perfonned by me and all the property con1ers are marked as indicated. Eric Zollinger Registered Professional Land Surveyor No. 6357 En1ail: eric(_~jphls.com FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE! BEING 64.203 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Memucan Hunt Survey, Abstract No. 756 Heirs ojCharles M Throop Survey, Abstract No. 1510 TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 2 OF 2 THIS PLAT FILED AS DOCUMENT NO _Q_~J~ ~ _'tJ~_;;, ___ DATE _/¥-t-f b PREPARED ON: OCTOBER, 12 2016 MARY LOUISE GARCIA COUNTY CLERK .............. :(i * -t,~ ~ < . ~ . ~ ~1 ~ 1:" . &; : . . 100 West Weatherford Fort Worth , TX 76196-0401 .. ~a·e·· ~OlJN.~·~1-. • I ·.... Jiit.·· --------------------... . ...... ·········· QUAIL HOLLOW DEVELOPMENT LLC 935 W DOVE RD SOUTHLAKE, TX 76092 Subm itter: QUAIL HOLLOW DEVELOPMENT LLC PHONE (817) 884-1 195 DO NOT DESTROY WARNING -THIS IS PART OF THE OFFICIAL RECORD. Fil ed For Registration : 12/14/2016 3:45 PM Instrument#: D216291903 PLATA 9 PGS $89.00 '-. li'f _} -" B . , P-"?JO&{µ-Q~ -t<-o.-> .:...~ y. -11----,.__ _______________ _ 0 2 16291903 A NY PROVISION WHICH RESTRICTS THE S BECAUSE OF COLOR OR RACE IS IN~~~i;!~6AULNOERNUSE OF THE DESCRIBED REAL PROPERTY FORCEABLE UNDER FEDERAL LAW. Quail Hollow Phase 2A Final Plat Res 16-44 MONUMENTS I DATUMS I BEARING BASIS CRS o 1/2" rcbar stan1ped "JPH Lan~ Surveying" set . " MNS o Mag nail & washer stamped JPH Land Surveymg set TBM -0-Site benclunark (see vicinity 111ap for general loc~t1011) Coordinate values, if shown, arc US.SyFt.ffxCS , 83,NCZ Elevations if shown, arc NA VD'88 Bearings a~e based on grid north (TxCS,'83,NCZ) LEGEND OF ABBREVIATIONS US .SyFt. United States Survey Feet TxCS,'83~NCZ Texas Coordinate Syslem of 1983, North Central Zone NAVD'88 Nortl1 American Vertical Datum of 1988 P .R.T.C.T. Plat Records of Tarrant County, Texas O.P.R.T.C.T. Official Public Records of Tarrant County, Texas D.R.T.C.T. Deed Records of Tarrant County, Texas VOL/PG/INST# Volun1e/Page/lnstrun1ent Nu1nber POB/POC Point of Beginning/Point of Com1ncncing ESMTIBL Easement/Building Line BFE Base Flood Elevation Graphically Depicted per FEMA Map W.S.E.G.D. Water, Sewer, Electric, Gas and Duct Bank Easentent FLOOD ZONE CLASSIFICATION This property lies within ZONE(S) AE aud X of the Flood Insurance Rate Map for Tarrant County, Texas and Incorporated Areas , inap no. 48439C0085K, dated 2009/09/25, via scaled 111ap location and graphic plotting and/or the National Flood Hazard Layer (NFHL) Web Map Service (WMS) at http://hazards.fema.gov. Drafter: PL Drafter/Revision: JHB l l/l 8/20 l 6 Drafter/Revision: PL 12/12/2016 Drafter/Revision: Drafter/Revision: Drafter/Revision: Drafter/Revision: 0 DENOTES STREET NAME CHANGE ENGINEER DEOTTE, INC. 420 JOHNSON RD . SUITE 303 KELLER, TEXAS 76248 817.337.8899 WWW.DEOTTECOM OWNER POLYGON ENTERPRISES 1755 DOVE RD WESTLAKE, TX 76262 CONTACT: ROLAND ARTHUR 817.917.6042 JPH Job No. DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE , TX 76092 214.435.3570 0 100' 200' ~-~ •• Scale : l" ~ 100' 2016.200.001 Quail Hollow, Westlake-Phase ll A FINAL PLAT.dwg •Q 20 l 6 JPH Land Surveying , lnc. -All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephoue (817) 431-4971 www.Jphlandsurveymg.com TBPLS Firm #10019500 #10194073 #10193867 DFW I Austin I Abilene I I ~ TBMMNS "V 67~.{17' 5 PARCEL264,PART3 INST.II 021111<13543 O.P.R_TC.T / POL YOON ENTERPRISES, INC. VOL. 9339, PG. 1071 J)_R_T_C_l / LOT6 0-~~!N~8~5:"3~l1'3~6'J'E:.:24~1~.1~8~':::---i"'t°" l LOT 7 I ( 1.272 ACRES (55430± SQUARE FEET) S27°25'39"W 14.72' L24 C7 CRS LOT 10 l.270 ACRES (5 5330± SQUARE FEET) \S'W .S.E.G.D. BY THIS PLAT -~--N87"46'03"E 271.63' jl BLOCK6 LOT9 1.015 ACRES I (4 4 192± SQUARE FEET) ~ ~ l;;f [i II '-' L29 ~ ::;f1 250.97' ~f------,N=s~9•739=·,~1="w::--------i ;;/ /BLOCK4-I LOT 2 C38 I L I 072 ACRES \ J 0 97± SQUARE FEET) CRS N: 704 1278.98 I 0 ~ N MNS 250.68' 17 .86' l N02 8~E' S87°46'03"W ~ ~, ~~ I I ~ ~o o~+ _____ s_s_,9"_3_9S~7-"E=-----T--;1 I 1 r/J. ...l 212.09· L26 C8 --L27 . I "'~ I LOT 8 I i5 ~\§ 1.0 82 ACRES 1~ ~ 0 · (4711 5± SQUARE FEET) · u ™"''2·sd I 13.49' "" I ~\ l-5' \V .S _E.G.D 5' 'NALL lvfAINTENANC'E EASEMENT (\ THIBPLAT LOT) / I I 096 ACRES ~ \ _ · S18"-'i2'1 l"* :\\ \ (47755±SrREFEET) \_~>---;68-:;;.8;-'4-' -o·-~-4::,':::·'.(:9·;_-,__::IJ'.:4.::'..5~S'~---<~,_, ,:-../ S?B0 SS'24''W 28.S;i' uo 0 c24 o u1 CRS 1Y70 °,1 ,5 · ::-.._ 78.54' S87°l3'56"E-t65.62' Lorix,BLOCKso -~,--~-.-----"'\!~ . O"tv 2 7 6' ........ /53 71· -----\..""'~ - _ 165.62' __ eRS--t--'6"'8.2L_!.=42.4 ·~.34' CRS TREET NAl\·IE CHAN GE HERE MNS ).,-~-N~89~·~4~0·~2~s·~·E~·~2~4~1.~oo~·~-c;;i,("~ N : 7039251.S9'(.- B:IJ71443.30' S88 °11'56"~ 27.65' / I I I I Ll3 -~ 'i '.'.' so~ \ M~P-<~Q \) "''{;; i-' 0 233 ACRES ~~~~ '1 (10,168 ±S~~~E FEET) ~ ;> I ~THE SPECIAL WARRANTY DEED 0 VOL.1 4573, PG. 300 l---%~-~ \,,,_I ~ D.UCT LOT9X Ll2 LlO L9 LOT22 ) 1.328 ACRES (57857± SQUARE FEET) / ~ •" ,~ _/ LOT 23 _J 163.56' N85"28'43"W 159.82' ~"---c~2=--~--,,.....~~~~crc°" DETAIL "C" N.T.S. """~LS C3 L8 N88°15'43"W 215.60' \ \ \ I I J POLYGON ENrERPR !SES, INC. VOLUME 9339, PAGF. 1071 D.R.T.C.T. HQ>irfil o~ fJ!hi!!.r:Jl,e51 M. liJ!.1'h~§Q'l\IJ S'U!.~vev. AllJJ~t:!"~lliit ~@J. '!!.~to 1-1'\I· I lCAI'!(• QUAIL HOLLOW DRJVE I W:i11l,Jl,iiftm H. M~rtm S~~ey. A1'ifilfl:ll'i!!.~t ~411!. '!!. 068 / / AsEE DETAIL "A" T H O !JNl lERGh'.OUND SANITl\RY SEWER LlNE -------------,.,. ;;---_f__E -'.S~tvLEN r AGREEMENT VOL 14616,PO 'J7 D RJCI J -_..,,__ ----- -----....:::: - -:::=:::------------------- C;; I / HJ WWH UNDERGROUND ET.Er.TRJCHASEMENT TO TRI-OJUNTY ELECTRIC~ INSI #D210231153 O P R.TCT rJ /I LOTlR N85°28'43"\V (I;/ \ fl/ I 190.40' l.OT 1, BLOCK A ROLAND ARTHUR ESTATE IN ST_# 0210231153 O.P .R.T.C.T. ROLAN D ARTHUR lNST .# 0 210135810 0 .P.R.T.C .T . {fi I I{ I I // I I // I I I // : I I U I I I I I ) I I ~~II I j I I . ) )I ?RIV A lE OPEN Sf> ACE DRAINAGE EASEMa'T I!-."ST. # 02 1 0231153"--<- 0.P .R T.GT / CRS / / POLYGON ENTERPRISF ... <;;, TNC. VOLUME 9339, PAGE 1071 D.RT.C .T. \ \ t.6S ~7 0 LOT3 C5J -o L<JT 1 X, BLOCK & -L33",_ c1 ~CO -o --L51 r CJ5 ----"' ----~ / 1s·w_s_Eoo _ _,?-- --------~~s BY TJ-\J S \'LAT ~ CR~\)'-"j(._.----"\~L:O~T:9X~Jll·b-"i'.~CRPS~C~RS~· :----~\.\ _ _.\J :;. L14 C6 L\5 CRS T.OT2 5 DETAIL "A" N.T.S. (SEE SHEET 2 <>F 2 I 15'W_S _E_G_D \ BY nn.s PLAT ~ DETAIL "B" FOR LmE AND CUR VE TABLE) LOT I RTCIIARD AND LEAH RENNHACK VOL. 16840, PG. 269, D.R.T.C.T. \ I .,., -"' .,., en o<J ~~ <"' . 1-.Lltl.cnF-i ~ ~'" 0 u u El~ HIDDEN 3 i;::: :;J ~ SPRING '° .,, . o.. , ~o '(<>' \ COURT ffi < RYAN AND ME LISSAH MOORE ~ ~ INST.# 0211231475, O.P.R.T_C_T_ 0 ~ LwRnARSfil·B_;\(_icf , ·O ~ I~ ~' iREi\RSHTl lACK IK I LOT3 I ~ I \ \ \ \ -~ I ~ 6>.q., °<' < <"1' <"1' 6><' 01' _, tt;,oc: ,, ,0. ~ ('-" f' ,<o ·1 1J 'Ip UNDERGROUND ·1'0 (<'J' -f..p, SANTTAl-1._Y SEWER LINE ·1: J"d'I'. v~ EASEMENT AGREEMENT l7 <{' VOL. 147 13, PG.310 J'.n D.R.T.C.T. v/J' OWNER:TOWN OF WESTLAKE / f-< P-l P-l ~ f-< r:rJ ~ .• <· LOT ro \g ~I .~ " c· ~ N 1; I 0 " L (J J;l1.Il!:l2lli.9 L1NE_J STREET TYPICAL LOT SETBACK DETAIL VICINITY MAP SCALE: l" = 2000' u ·< " LOT I~ ~ ·c N I ~BUJLDING L Wf! \!/ .'(lf!K>•..'000 !JlVD ' ~ MOC/\ING:J/RD<r-' = I, '" -. Sl fE t'l 110,·~·- FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING 30.276 ACRES SITUATED IN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M Throop Survey, Abstract No, 1510 Josiah Walker Survey, Abstract No, 1604 William H , Martin Survey, Abstract No. 1068 AND ALSO BEING A REPLAT OF LOT 1, BLOCK A, ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET I OF 2 CRS THIS PLAT IS FILED AS DOCUMENT NO _Q_#l(o~j_ICifa'3 ___ DATE13t('fe1~ PREPARED ON: OCTOBER 12, 2016 ST A TE OF TEXAS COUNTY OF § § W11EREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 and Volu1ne 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Stene Arthur according to the deed recorded in Volun1e 10152, Page 1991, of the Deed Re.cords of Tarrant County, Texas, and Roland Arthur according to the deed recorded under Instmn1cnt Nun1bcr D210135R10 of the Official Public Records of Tarrant County, Texas , arc the O"\mcn; of that certain tract situated in the Leroy Boggess Sunrey, Abstract No. 196, the Men1ucai1 Hunt Survey, Abstract No. 756, and the Heirs of Charles M. Throop Surve)', Abstract No. 1510, To\vn of Westlake, Tarrant County, Texas, the herein described tract being a portion of said tracts to Polygon Enterprises, Inc., and a portion of said tract to Roland Stene Arthur and all of said tract to Roland Arthur; including all of Lot I , Block I , Roland Arthur Estate, recorded under Instrument Number 0210131153, Official Public Records, Tarrant County, Texas, the subject tract being n1ore particularly described as follo,vs: Beginning at a Mag nail \vith a 1netal washer slatuped "JPH Land Surveying" set in the east line of the tract described in the deed to Polygon Enterprises, Inc. recorded in Volunte 9339, Page 1071, of the Deed Records of Tarrant County, Texas , srune being in West Dove Road, from \vhich a 1/2 inch capped rebarstamped "JPH Land Surveying" set bears NORTH 00 degrees 23 n1inutes 47 seconds EAST, a distance of 1,425.52 feet; THENCE \vith the east line of the said Polygon Enterprises, Inc. tract: I. SOUTH 00 degrees 23 minutes 4 7 seconds WEST, a distance of 210.11 feet to a Mag nail with a n1etal \Vasher stan1pcd "JPH Land Survcy,ing" set: 2. SOUTH 15 degrees 54 minutes 43 seconds EAST, a distance of 99.48 feet to 1/2 inch capped rebar stan1ped "JPH Land SurvC)'ing" set at the north comer of the Right of Way dedicated by plat recorded under Instrun1cnl Number D2l0231152 of the Official Public Records of Tarrant County , Texas; THENCE SOUTH 52 degrees 34 degrees 23 seconds WEST, with the north,vcst line of the said dedicated Right of Way, a distance of 72.86 feet to a l/2 inch capped rebar stamped "JPH Land Surveying" set at the North con1cr of Lot l, Block A of Roland Arthur Estate recorded under Instrun1ei1t Nun1ber D210231 l52 of the Official Public Records of Tarrant County, Texas, satne being the beginning of a tangent curve to the right, concave to the north, having a radius of 541.28 feet; THENCE SOUTHEASTERLY with the arc of said tangent curve, an arc length of 183 .39 feet (a chord bearing of SOUTH 27 degrees 53 n1inutes 49 seconds EAST, a chord distance of 182.52 feet, a delta angle of 19 degrees 24 n1inutcs 46 seconds) to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set ; THENCE SOUTH 52 degrees 34 minutes 23 seconds WEST, \Vith the n1osl easterly south line of said Lot 1, Block A 242 00 feet to a 1/2 inch capped rebar stamped "JPH Land Surveying" set; THENCE THENCE SOUTH 00 degrees 43 minutes 02 seconds EAST, \vitl1 the east line of said Lot 1, Block A, a distance of 575.19 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set; SOUTH 34 degrees 56 minutes 13 seconds WEST, \vith the southeast line of said Lot 1, Block A , a distance of 244.23 feet THENCE SOUTH 67 degrees 38 seconds 44 seconds WEST, with the south line of said Lot 1, Block A, a distance of347.66 feet; THENCE NORTH 00 degrees 43 minutes 02 seconds WEST, with the \\'est line of said Lot 1, Block A, passing at a distance of 70.04 feet a 1/2 inch capped rebar • ' ( JPHJob No. 2016.200.001 Quail Hollow, Westlake -Phase II A FINAL PLAT.dwg >\';> 2016 JPH Land Survey ing , Inc. -All Rights Reserved 807 Bluebonnet Drive, Suite C Keller, Texas 76248 Telephone (817) 431-4971 www.jphlandsurveying.com TBPLS Finn #10019500 #10194073 #10193867 DFW, l Austin I Abilene ~,~~~ stan1ped "JPH Land Surveying" set, continuing on said course \vith the \vest line of said Lot l, Block A, in all, a total distance of 777 .55 feet to a 1./2 inch capped rebar stan1ped "JPH Land SurvC)'ll1g" set; stamped "JPH Land Survey·ing" set at the beginning of a tru1gent curve to the right, concave to the north, having a radius of 100.00 feet; sta1npcd "JPH Land Surveying" set; 2. NORTH 74 degrees 43 minutes 50 seconds EAST, a distance of 124.24 feet to a 1/2 inch capped rcbar stantpcd "JPH Lai1d Surveying" set ; THENCE through said Polygon Enterprises, Inc. tract: l 7. WESTERLY with the arc of said tangent curve, an arc length of 7.75 feet (a chord bearing of SOUTH 79 degrees 07 1ninutcs 55 seconds EAST , a chord distance of 7 .75 feet, a delta angle of 04 degrees 26 n1inutes 26 seconds) to a 1/2 inch capped rebar sta1nped "JPH Land Surveying" set at the point of tangency of said curve; 3. NORTH 52 degrees 05 ininutcs 59 seconds EAST, a distance of 199 .66 feet to a 1/2 inch capped rebar stan1pcd "JPH Laitd Surveying" set: '-' 1. NORTH 85 degrees 28 1ninutes 43 seconds WEST, a distance of 159.82 feet to a l/2 i11ch capped rebar stamped "JPH Land Surveying" set ; 2. SOUTH 49 degrees 45 minutes 36 seconds WEST, a distance of 276 .69 feet to a 1/2 inch capped rebar stainped "JPH Land Surveying" set ; 3. NORTH 88 degrees 15 minutes 43 seconds WEST, a distance of 215.60 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set at the beginning of a non-tangent curve, concave to the east, having a radius of 232.50 feet; 4. SOUTHERLY \Vith the arc of said non-tangent 18 . SOUTH 81 degrees 21 n1inutes 08 seconds WEST, a distance of 29.30 feet to a 1/2 inch capped rcbar stantped "JPH Lru1d Surve).r ing" set; 19 . SOUTH 81degrees21minutes08 seconds WEST, a distance of 97.99 feet a set 1/2 inch capped rebar stan1ped "JPH Land Surveying" set in the \Vest line of the Pol:ygon Enterprises , Inc. tract ; curve, an arc length of 15.59 feet (a chord bearing THENCE NORTH 08 degrees 38 minutes 52 seconds WEST, \vitl1 the \vest line of Polygon Enterprises , a distance of 33.48 feet to l/2 inch c apped rebar stamped "JPH Lm1d Surveying" set, san1e being the south comer of Parcel 264, Part 2, recorded under Instrument Number of D211043543 of the Official Public of SOUTH 09 degrees 33 minutes 09 seconds EAST, a chord distance of 15.59 feet , a delta angle of 03 degrees 50 minutes 35 seconds) to a l /2 inch capped rcbar stru.uped "JPH Land Surveying" set at the end of the said curve: 5. SOUTH 11 degrees 28 minutes 27 seconds EAST, a Records of Tarrant County , Texas ; distance of 36.69 feet to a 1/2 inch capped rebar THENCE \vith the peri111eter of Polygon Enterprises , Inc. tract, staniped "JPH Land Surveying" set at the beginning the south line of said Parcel 264, Part 2, the of a non-tai1gent curve to the right, concave to the follo"Vl 'ing calls: west, having a radius of 517 .50 feet ; 1. NORTH 36 degrees 23 minutes 40 seconds EAST, a 6. SOUTHERLY \Vith the arc of said non-tai1gcnt curve to the right, an arc length of 211.98 feet (a chord bearing of SOUTH 00 degrees 15 n1i11utes 39 seconds WEST, a chord distance of 210.50 feet , a delta angle of 23 degrees 28 n1inutes 12 seconds) to a 1/2 inch capped rebar stainped "JPH Land Surveying" set at the end of the said curve; 7. SOUTH 31degrees12 minutes 17 seconds EAST, a distance of 51.05 feet to a 1/2 inch capped rcbar stamped "JPH Land Surveying" set; 2. NORTH 81 degrees 26 minutes 33 seconds EAST, a distance of 34.47 feet to a 112 inch capped rcbar stainped "JPH Land Surveying" set, same being the southeast comer of Parcel 264, Part 5 recorded under Instrun1ent Nun1ber 0211043543 of the Official Public Records of Tarrant county, Texas; distance of 14.45 feet to a l/2 inch capped rebar THENCE NORTH 08 degrees 10 minutes 07 seconds WEST , 8. sta1nped 11 JPH Land Surveying" set ; SOUTH 14 degrees 33 minutes 23 seconds WEST , a distance of 35.00 feet to a 1/2 inch capped rebar \vith \Vest line of said Parcel 264, Part 5, a distance of 63.01 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set, being the northeast sta1nped "JPH Land Surveying" set ; corner of said Parcel 264 , Part 5 ~ 9. SOUTH 60 degrees 02 minutes 28 seconds WEST, a THENCE SOUTH 81 degrees 26 minutes 33 seconds WEST, distance of 14.14 feet to a 1/2 inch capped rcbar \vith the north line of said Parcel 264, Part 5, a statnped "JPH Land Surveying" set distance of 34.54 feet to a 1/2 inch capped rcbar 10. NORTH 74 degrees 57 n1inutes {)3 seconds WEST, a stan1ped "JPH Land Surveying" set, sa1ne being ai1 distance of 35.00 feet to a 1/2 inch capped rebar interior corner on the north line of said Parcel 264 , stan1ped "JPH Lru1d Surveying" set ; 11. NORTH 30 degrees 52 minutes 07 seconds WEST , a distance of l4.36 feet to a 1/2 inch capped rebar stai11ped "JPH Lru.1d Surveying" set; 12. NORTH 74 degrees 57 minutcs 32 seconds WEST, a distance of 40.00 feet to a 1/2 inch capped rebar stan1ped "JPH Land Surveying" set at the beginning of a tangent cun'e, concave to the south having a radius of95 .50 feet ; 13. SOUTHER.LY 'vith the arc of said tru1gcnt curve, an arc length of 46.71 feet (a chord bearing of SOUTH 88 degrees 58 111inutes 12 seconds EAST, a chord distance of 46.24 feet, a delta angle of 28 degrees 0 I n1inutes 20 seconds) to a 1/2 inch capped rebar stamped "JPH Lru1d Surveying" set at the beginning of a reverse curve, concave to the north, having a radius of351.80 feet; 14 . SOUTHERLY \Vith the arc of said reverse curve, an arc length of 28.47 feet (a chord bearing of NORTH 79 degrees 20 minutes 13 seconds EAST , a chord distance of 28.46 feet , a delta angle of 04 degrees 38 minutes 12 seconds) to a 1/2 inch capped rebar sta1nped "JPH Land Surveying" set at the end of the curve; 15. SOUTH 15 degrees 02 minutes 28 seconds WEST, a distance of 16 .92 feet to a 1/2 inch capped rebar stan1ped "JPH Lai1d Sun1eying" set ; 16. SOUTH 76 degrees 54 minutes 42 seconds WEST, a distance of 90.96 feet to a 1/2 inch capped rcbar THENCE THENCE 1. Part 2; NORTH 53 degrees 36 minutes 20 seconds WEST, with the north line of said Parcel 264, Part 2, a distance of 5 l. 76 feet to a 1/2 inch capped rebar sta1nped "JPH Lai1d Surveying" set, satne being the north corner of Parcel 264, Part 2 ~ \Vith the \\'est line of Polygon Enterprises, Inc. tract, the follo,ving calls : NORTH 08 degrees 38 minutes 52 seconds WEST, a distance of 240.80 feet to a Mag nail ,..,·ith a n1elal washer slatnped "JPH Land Surveying" set at beginning of a tangent curve to the right, concave to the east, having a radius of 4,905.00 feet: 2 . NORTHERLY v:ith the arc of said tangent curve to THENCE the right , an arc length of 288.70 feet (a chord bearing of NORTH 06 degrees 57 n1inutes 41 seconds WEST, a chord distance of 288.66 feet, a delta angle of 03 degrees 22 n1inutes 21 seconds) to a Mag nail with a metal "Vl'asher stan1ped "JPH Land Survey·ing" set ; through the interior of the tracts described in the deeds to Polygon Enterprises , Inc. recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas , and Roland Stene Arthur recorded in Volume 10152, Page 1991 of the Deed Records of Tarrant County, Texas, the follo,ving calls: I. NORTH 89 degrees 40 minutes 25 seconds EAST, a distance of 241.00 feet to a 1/2 inch capped rebar Tri-Count)' Electric Cooperative approves the location and abandonn1ent of the electric ease1ncnts sho,vn on ENGINEER . DEOTTE, INC. this plat 420 JOHNSON RD. SU~T :':LAKE;~ :::::;. ~ 1' 0 KELLER, TEXAS 7 it\ ............ * • / , D I 11 'l<- WWW.DEOTTE. ijf { ": i~C~~~t;El~tri~-R_~~;s~~1t~ti~;-·-·-· ------. -D~t~- ~: ,, / 4. NORT H 20 degrees 12 n1inutes 24 seconds EAST, a distance of97.00 feet 1/2 inch capped rcbar stan1ped "JPH Land Sun'C)•ing" set; 5. NORTH 85 degrees 31 minutes 36 seconds EAST , a distance of 241 18 feet to a 1/2 inch capped rebar strunped "JPH Land Surv eying" set ; 6. SOUTH 02 degrees l3 tninutes 57 seconds EAST, a distance of S l.21 feet a 1/2 inch capped rcbar stainped "JPH Land Surveying" set at the beginning of a tangent curve lo the left, concave to the cast, having a radius of367.50 feet; 7. SOUTHERLY \vith the arc of the said taitgent cunre to the left, an arc length of 82.93 (a chord bearing of SOUTH 08 degrees 41n1inutes49 seconds EAST , a chord distance of 82.75 feet, a delta angle of 12 degrees 55 n1inutes 45 seconds) to a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the point oftai1gency of said curve; 8 SOUTH 15 d egrees 09 minutes 41 seconds EAST, a distance of 39 .94 to a 1/2 inch capped rebar stamped "JPH Land SurvC)'ing" set; 9 SOUTH 18 degrees 46 minutes 39 seconds EAST, a distance of 44.98 feet to 1/2 inch capped rebar struuped "JPH Land Survey·ing" set at the beginning of a non-tai1gent curve lo the right, concave to the south, having a radius o f 232 .50 feet: 10. EASTERLY with lhe arc of said tangent curve to the right, an arc length of 87.43 feet (a chord bearing of NORTH 81 degrees 59 minutes 43 seconds EAST, a chord distance of 86 .9 1 feet , a delta angle of 21 degrees 32 n1inutes 43 seconds) to a l/2 inch capped rebar stainped "JPH La nd Survey ing" set at the end of said curve: 11. SOUTH 87 degrees 13 1ninutes 56 seconds EAST, a distance of 165.62 feet to a 1/2 inch capped rebar sta111pcd "JPH Land Surveying" set; 12 NORTH 01 degrees 48 minutes 51 seconds EAST, a distance of 35.00 fe et to 1/2 inch capped rebar stan1ped "JPH Land Surveying" set 13. NORTH 02 degrees 13 minutes 57 seconds WEST, a distance of 349.05 feet to a 1/2 inch capped rebar stainped "JPH Land Surveying" set; 14. NORTH 12 degrees 00 ininutes 22 seconds WEST, a distance of 106.12 feet to a 1/2 inch capped rebar stainped "JPH Land Surveying" set; 15. NORTH 59 degrees 49 tninutes 32 seconds EAST, a distance of 289.46 feet to a Mag nail \vith a n1etal \Vasher stamped "JPH Land Surveying" set; 16. SOUTH 46 degrees 01 minutes 20 seconds EAST, a distai1ce of 82.18 fe et to a 1/2 inch capped rebar statupcd "JPH Land Surveying" set at the beginning of a non-tai1gent curve to the right, concave to the southeast, having a radius of 60.00 feet ; 17. SO UTHEASTERLY with the arc of said non-tangent curve to the right, ru.1 arc length of 34.13 feet (a chord bear ing of SOUTH 29 degrees 43 minutes 31 seco nd s EAST, a chord distance of 33.67 feet , a delta ai1gle of 32 degrees 35 minutes 3 8 seconds) to a Mag nail with a 1uetal \Vasher stan1ped "JPH Land Survey ing" set at the end of said curve ; 18. SOUTH 89 degree s 39 minutes 37 seconds EAST , a distance of 295 .7 3 retun1ing to the Point of Beginning rutd enclosing 30.276 acres ( 1,318 ,842 square feet 1nore or less). REVIEWED BY: 817.337.8899 ~ ·'*" ~ . .. OWNER 0 ·. : CIJ POLYGON ENTEKr ~ES " .-n~fl----.----------------,_'\ 1755 DOVE RD. * " ...... · ~"OVED BY THE TOWN COUNCIL OF WESTLAKE, TEXAS CON~;~~L~~A1;D7!~~HUR ON THIS THE ~_DAY OF D._aro~ 2016. /'APPROVED BY THE PLANNING & ZONING COMMISSION OF°" WESTLAKE, TEXAS ON THIS THE \_J.l __ DA Y OF \::!i_~, 2016. 817.917.61142 DEVELOPER ELLIOTT CAPITAL 935 W. DOVE SOUTHLAKE , TX 76092 214.435.3570 ATTEST: -~v _/tlita \. MAYOR ATTEST: -/ ___ /(..;_.;,.. __ ' --· CHAIRMAN J NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, ___ -·-·-----·-------·--does hereby adopt this plat, designating the herein above described property as an reserved for the purposes indicated. The utility and fire lai1e ease1uents shall be open to the public, fire and police units, garbage aitd rubbish collection agencies aitd the public mid private utilities specifically approved by the To\\·n of Westlake for the use of a particular easentent. The tnaintcnance of paving or ai1y other surfaces on the utility and frre lane ease111ents is the sole responsibility of the property O\vner. No buildings, fences, trees, shrubs or other improve n1cnts or gro\\1hs shall be constn1cted, reconstructed or placed upon, over or across the ease1ncnts as sho\Vll. Said easentents being hereby reserved for 1nutual use and acconunodation of all public utilities specifically approved by the Town of Westlake. Any public utility specifically approved by the To\vtl of Westlake to use a particular casen1ent shall have the right to re1nove and keep ren1ovcd all or part of any buildings, fences, trees, shrubs or other improve1nents or growths which in ru1y \Vay 1nay endai1ger or interfere v.1itl1 the construction n1ai11tenance, or efficiency of its systen1 on the easen1ent ru.1d that public utilit)' shall at all tin1es have the right of ingress and egress to or from ru.1d upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or retnoving all or part of its system, subject to co111plying with all ordinances , rules, regulations mid resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and the public utility shall have the right of ingress and egress to private property for the purpose of reading n1eters, 1naintenru1ce and service required or ordinarily perfom1cd by that utility. Water n1ai.n and \Vastewater easen1ents shall also include additional area of \vorking space for construction and n1aintenai1ce of the systems. Additional area is also conveyed for installation and maintenance of n1ru1holes, cleanouts, fire hydrants, water sen'iecs and \vasle\vater services fron1 the ntain to the curb or paven1ent line. Descriptions of these additional easen1ents herell1 granted shall be deterrnined by their locations as installed. This plat approved subject to all platting ordinances, rules , regulations , atid resolutions of the To\Vll of Westlake, Tarrant County, Tex as . WITNESS , my hand, this the ________ day of -----~ 2016. Signature STATE OF TEXAS COUNTY OF § § BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared -----------------·-·, kno\vn to 1ne to be the person \.v hose name is subscribed to the foregoing instru1nent rutd ""-ho ackno,vledged lo n1e that he executed the same for the purposes and considerations expressed therein. Given und er my hand and seal of office this ______ day of ------· 2016 . Notary Public, State of Texas SURVEYOR'S NOTES: I. 2. 3. 4 . 5 . 6. 7. 8 This survey \Vas performed with the benefit of a con1mittuen t for title ntsurance provided by Ala1110 Title lnsurai1ce, Commitment No. 6000181600323, and GF Number atd-18-6000181600323-SL effective March 31 , 2016 and issued April 15 , 2016 . Co1np letc copies of the record description of the property, any record easc1nents benefiting the property, the record easen1ents or servitudes ai1d covenants affecting the property ("Record Docu1nents"), docun1ents o f record referred to in the Record Docu1ncnts, and ai1y other docun1enls containing desired appropriate information affecting the property being survC)'ed ai1d to which the sun'e)' shall make reference \Vere not provided to this survC)'Or for notation on the sun'ey except for those items listed withll.1 Schedule B of said commitment. Therefore, easen1ents, agreements, or other docu1ncnts, either recorded, or unrecorded 1nay exist that affect the subject property that are not sho,vn on this survey . The site benclunark is a mag nail set in concrete near the fa ce of curb on the south end of inedian approxin1ately 1366 f ee t south of the intersection of Davis Boulevard and Dove Ro ad. The bcncluuark has the follov,1ing va]ues X = 2,371 ,356.00'1 Y =7,039,974.15' (Texas Coordinate System of 1983, Central Z one) I Z ~ 675.07' (NA VD'88). The site benchmark is a mag nail set approxi1nately 40 feet east of the centerline of Dove road, said tnag nail be in g approxi1natcly 225 nortl1 of the intersection of Hidden Spring Court and Dove Road. The benchmark has the follov.1ing values X ~ 2,373 ,155.14'1 Y ~7,039,995.61' (Texas Coordin at e System of 1983, Central Zone) I Z ~ 615.54' (NAVD'88). The private road easen1ent shall be open to en1crgency services units, solid waste collection agencies and utilities specificall y approved by the To"Wl.l of Westlake. The surface n1ainten ance shall be responsibility of either the property o'\11e r or homeo,V11ers association no buildings, fences, trees, shrub s or other i1nprove1nents or growths, constructed, reconstructed or placed upon or across the easen1ent. No easements \\'ill be allo\ved by separate inslrun1ent "Vl'ith out Vl'Titten approval frou1 the To,vn of Westlake. Ease111cnts sho,.vn V11ithin the bounds of this plat 'vitho ut recording infom1ation are hereby dedicated by this plat. "X-LOTS" arc to be 0""11ed and maintained by the Hon1eo\vners Association for open space. Building lines /setbacks are shown but not labeled per the Town of Westlake. See typical building line detail for setback information. Line Data Table Line Data Table Line if Distance Bearing Line # Distance Bearing L3 99.48' Sl5"54 '43"E L33 2.38' S66"16'33"'W L4 12.&6' ss2 ~34"23"W L34 19 .20' N85 "53"4l"W L S 36.69' Sl 1"28'27"E L35 96.3 1' S74"57'32"E L6 14.45' S31 °12'17''E L36 27 .50' N15 "02'28"E L7 35.00' S14 "33 '23"W L37 36.69' Nll 0 28'27"W LS 14 .14' S60 "02'2R''W L38 35.20' N85 °15'25"W L9 35.00' N74 °57'03'"W L39 72.00' N63 °00'04"W L lO 14.36' S30 °52'07''E L40 68.55 ' S87°13'56''E LI l 40.00' N74°57'32"W L41 163.73 ' 888"11'56 "£ Ll2 16 .92' Sl5"02'28"W L42 233 .07' N03 "22'06"W Ll3 90.96' S76°54'42"W L43 126.81' Nl4"39'52''E L14 29.30' S81 "21'08"W LSI 2.38' S66°16'33''W LIS 97 99' S81 "21'08"V·/ L52 40 .01' S85 "53'4 l "E L16 33.48' N08 C38'52"\V L53 16.7T N83 "59'44''E Ll7 5 1 0 5' N36°23 '40"E L54 16 .77 S29"59'52"E l.18 34.47' N8l "26'33"E L55 10.39' N63 °00'04"W Lt9 63.01' N08"10'07"W L56 8.27 N85 "15'25"W L20 34.54' S81 "26'33"W L57 10.3 9' S63 °00'04"E L21 51.76' N53°36'20"W L58 8 .27' S85°15'25"E L22 124 .24' N74°4 3'5 0"E L59 14.72' N52"09'14"E L23 97 .00' N20°12'24"E L60 14.72' N42"40'05"W L24 51.21' so2°13'57"E L61 36.69' N 11 °28'27"W L25 39.94' Sl5°09'4l"E L62 13.81' N58"42'17"E L26 44 .98' Sl 8"46 '39"f. L63 41 .14' S74 °57'32"E L27 35 .00' N01 "48'5l"E L64 19.20' 885 "53'41"£ L28 106.12' N12"00'22"W L6 5 16.92' S15 °02'28"W L29 82.\8" S46°01 '20"E L66 21.96' S75 °58'57"E L30 37 .76' S87 °02'10"E L67 68.57' N75 "58'57"W L3t 2.00' S04 °06'19"W L68 11.43' ss1 °21·08~w L32 20.81' N85°53'4l"W L69 37.76' S87"02'10"E Surveyor's Certification l, Eric Zollinger , a Registered Professional Land Surveyor in the Stale of Texas, hereby state, to the best of nly kno\vledge ai1d belief, this plat hereby represents an on-the-ground survey perfom1cd by n1c and all the property con1ers are marked as indicated. Eric Zollinger Registered Professional Land Sun'eyor No. 6357 Entail: eric (gljphls.con1 Curve Data Table Curve # Arc Radius Delta Chord Bearing Chord Cl 183.3 9' 541.28' 019°24'46'' S27 °53'49"E 182.52' C2 15.SCJ 232.50' 003 °50'35" S09 "33'09''E 15.59' C3 211.98' 517.50' 023°28'12" SOO "l5'39"W 210.50' C4 46 .71' 95 .50' 028°01 '20" N88°58'12"W 46 .24' CS 28.47' 351.80' 004°38'12" S79"20'13"W 28.46' C6 7.75' 100 .00' 004°26'26" S79"07'55 "W 7.75 ' C7 82.93' 367.50' 012°55'45" S08"41'49"E 82.75' C8 87.43' 232.50' 021 °32'43" N81 "59'43 "E 86 .91' C9 34.13' 60 .00' 032°35'38" S29°43'3l"E 33 .67' ClO 68.99' 52.00' 076°01'15 " N73 "51'59"E 64.04' Cll 67 .78' 68 .00' 05 7°06'29" N64"24'36"E 65.01' C12 87.77' 88.00' 057°08'44" S58 "27'48"E 84.18' Cl3 C14 C!S Cl6 Cl7 C18 Cl9 C20 C21 C22 C23 C24 C25 C26 C33 C34 C35 C36 C37 C38 C39 C40 C4t C42 C43 C44 C45 C46 C47 C48 C49 cso C51 60.60' 62.00' 056 °00 '15" S57 "53'34 "E 58.22' 44.69' 92.00' 027"49'46" S80 "11'26"W 4425' 29 .60' 68 .00' 024°56 '12 " S78 °44 '39"W 29.36' 119 .97' 33 5.30' 020°30"01" N78"32'14"\\' 119.33' 66.76' 62.01' 061 °41'11 " S80"52'03''W 63.58' 2 1.57' 11 3.00' 010°56'09" S80 "25'37"E 21.53' 231.39' 500.00' 026 °30'54" N01 "47'00"E 229.33' 11 6.53' 30 0.00' 0 2 2 "1 5 '21 ~ N 74 °07 '45 "W 115.80' 297.57 250.00' 068 °1 1'56" S22°37'3l"W 280.32' 13.98' 250 00' 003"12'11" N50°19'07''E 1.l 97' &4.22' 250.00' 019 "18'09" N6 1°34 '17"E 83.82' 42.19' 2500.00 000°58 '01" S87 °42'56"E 42 .19' 151.86' 482.50' 0 18°01'57" N05 "38'53"E 151.23' 33.74' 77.50' 024°56'31" N02"11'36''E 33 .4 7' 18.23' 95 .50' 0 10"56'09" S80"'25 '37 "E 18.20' 36 .78' 84 .50' 024°56'12" S78°44'39"W 36.49' 122.76' 351.80' 019°59'35 " S7B "47 '27"E 122.14' 19.21' 54.5ll' 020°11'41'' Nl9"52'58"E 19.11' 16.79' 533.28' 00 1°48'14 " soor-33•44"£ 16.79' 152.89' 533.28' 0 16°25'35 " N09"40'38"W 152 .3 6' 54.29' 54.50' 057°04'25" N22"'"'33'5l"W 52.07' 126 .14' 54 .50' 132°36'27" N72°16'35"E 99.8 1' 4R.20' 267.S(Y 0 10"19'26" N06°J8'43"W 48 .1 4' 195 .78' 482.S<Y 023°14'56" N00"09'02"E 194 .44 ' 24.91' 130 .50' 0 10°56'09" S80"25'J7"E 24.87' 26.25 ' 4 5.50' 033"03'1 l" S69°22'06"E 25 .R9' 18.23' 45.50' 022 °57'04" S41 °21'58"E 18.10' 5.80' 30.50' 0 10"53'50" S35'"20'21"E 5.79' 104 .23' 104.50' 05 7°08'44" S58"27'48 "E 99.96' 96.IJ' 119.50' 046"05'31" S52"56'12"E 93.56' 84.22' 84 .50' 057°06 '29" N64°24 '36"E 80.78' 7.05' 3 5.50' 01 1°22'16" N41 °32'29''E 7.03' 39.56' 100.00' 022°39'55" N87°1 8'55"W 39.30' FINAL PLAT OF THE ESTATES OF QUAIL HOLLOW PHASE II A BEING 30.276 ACRES SITUATED JN Leroy Boggess Survey, Abstract No. 196 Heirs of Charles M. Throop Survey, Abstract No. 1510 Josiah Walker Survey, Abstract No. 1604 William H. Martin Survey, Abstract No . 1068 AND ALSO BEING A REPLAT OF LOT 1, BLOCK A, ROLAND ARTHUR ESTATE TOWN OF WESTLAKE TARRANT COUNTY, TEXAS SHEET 1 OF2 THIS PLAT IS FILED AS DOCUMENT NO Q~_j_'7:_;t'ff_<J.~3-_ __ DATEJ41.'(db PREPARED ON: OCTOBER 12, 2016 ,ij