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Res 17-34 Approving Estates of Quail Hollow Phase 2B Final Plat
TOWN OF WESTLAKE RESOLUTION 17-34 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING THE FINAL PLAT FOR PHASE 2B OF THE QUAIL HOLLOW SUBDIVISION SHOWING 28 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 Plat for Phase 213 conforms 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 August 14, 2017, does hereby approve the Final Plat for Phase 2B 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 17-34 Page 1 of 3 SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 28TH DAY OF AUGUST,2017. w` ATTEST: Laura L. Wheat, Mayor OF VVEs ! l Kelly)Edward , Town Secretary,. "' s E. Bis yrrier own Manager APPROVE ST ., T E X PS . L. on Lofir,�,&_oyvdAttorney Resolution 17-34 Page 2 of 3 EXHIBITS EXHIBIT A The Estates of Quail Hollow Phase 2B Final Plat Resolution 17-34 Page 3 of 3 L=183.39',R=541.28' DETAIL"A" I-I C 40' SCALE: 1"S27 53'49"E-182.52' � = I LOT 1, /LOT 21 L=126.14', -126.14,,R--54.50, I BLOCK 4 00 M \ q OC C3 A=132036'27" o \ \ A �� �'��� L16 LOT 7, N72°16'35'B^99.c81' 10'WIDE UNDERGROUND N DD �T�� L12 ELECTRIC EASEMENT O \ �j� BLOCK 7 ° , „ z \ cxF j �1 7cSy L 11 L13 L 15 5 v S88 1156E INSTO#D2102031152,O.P.R.T.C.T. �� Oa 27.65' (TO BE ABANDONED BY THIS PLAT) I� �� $7 W.S.E.G.D. q )o BY THIS PLAT1-14 _ _ j cP •\ LOT 6, I � BLOCK 7 ° ��® - - CRs cxs S7�°17 L 8 CRs Rs \ \ �� 1506-1 IO. C23 T h--I � io ces IS cxs 23.00' °6� L,5 3.7 Y L26 s 1 CRS L / \ / � �L=98.55 L50 s�°II, L=79.14',R=518.28' A=008044'56" \L49 L5� °o S41°59'08"E-79.06' Las \ n O�/ I 464'02'28"E PRIVATE OPEN SPACE 00 LOT 14 DRAINAGE EASEMENT I � � �y INST.#D210231152,O.P.R.T.C.T. oM �a LOT 25, I I (TO BE ABANDONED BY THIS PLAT) N NLOT 25, / THE UNDERGROUND \ \ BLOCK 3 I BLACK 3 4 z SANITARY SEWER LINE \\±492 LOT 6 I LOT 26 EASEMENT AGREEMENT \ LOT 4, L5 VOL.14616,PG.97,D.R.T.C.T. 1� 4Y° io\ 1� C7 BLOCK 7 I LOT 24, 7 I 1.379 ACRES 3 t�' 92�� 266\ Aho LOT 5, BLOCK 3 ±60,065 S.F. L55 61p, 11 V '� \�I�j $1 ACK A BLocK 7 C27 L54 LOT 27x X88'A \\ Abs / / CABINET A SLIDES 5GLENWYCK 814&5815 0.409 ACRES \ or \ ±17,815 S.F. \ \ P.R.T.C.T. CJJJ�I'�l�$j �,�, r 1 r�kI+,��Ifi cxs S8s°28'43 �, \ �JJ J J JJJ J "I' 3 97' // a L57 S46°21'37"E 33.85' �tl 53. I ?' \ SJ1!lJl',v e, � A trf'�a�CJt� •\T 1 5 1 O 306.19' 301.63' 26.13' �� \ )J� L01all 2 / o / (0. N85°2843"W 347.31' 93.62' _- X61 LOT 28X 116 1 / ti / \ o - / / LOT 23, ' I I L=46 = --- '� �� tib b E ± J, BLOCK 3 11 / b _ N1s°4948" - 6.�_OR3°50g 000' ±130,873 3.004 ACS FS \ \\ 6�6������ O6�Sl �^� 2660' Ss3°01'44"E-449.95' \ \ SPG P°i�lo LOT 26 LOT 25 .Nl o Dc LOT 19 U C 1.580 ACRES h T 10) �3 \ r� LOT18 PRIVATE OPEN EASEMENT �\ L=10433%R=535.86'\ \Y) ±68,819 S.F. h DRAINAGE EASEMENT a p5 �"� 2.122 ACRES INST.#D210231152,o.P.R.T.C.T. 629, °°\ ��\ i A=011°09'21" \ �1111.35' I (TO BE ABANDONED BY THIS PLAT) v S51o56'l7°E--W4.17' L=3943, 4��•�0 _ _ O o ±92,419 S.F. " L=15.59',R=232.50' cxs S8S°15'43"r 215.60' CTS i ` s� �ti V �\ A-056031'36 01 LOT 3, A-003°50'35" �Op 10'wIDEUNDERGRouND 13 �� '�o,\ S29°16'09"E-378.82' r- -`� BLOCK 7 ° , �� CRS \ �Sp\ ELECTRIC EASEMENTL=63.10 0 /� N09 33 09 W^15.59 / / • Lzq d' TO TRI-COUNTY ELECTRIC I THE UNDERGROUND SANITARY ��\ �� / 3 • �O INST.#D210231152,NEDBY THIS T.C.T. ,„ I !.1 wl ° 1 " 1 f \ p•3p\ / a (T BE ABANDONED BY THIS PLAT) I I z I VOL.14616,6 PG.97,D.R.T.0 T AGREEMENT \\\ \`,�6 69 `� ��2.�W. DOVE ROAD I ^�� N11 28 27 W cxs 1 / I I 2q �L - /� t 11 36.69' I o N2 ° \ �- _ °° �� \ X65°�� o� I t .a \ \ Eby I L=211.98',R=517.50' o I LOT 20L�qo 6 063\ Iss.41, I ao \ �°ryb - A=023°28'12" I I N 1.648 ACRES - N80°21'55"W: N00°15'39"E-210.50' ±71,797 S.F. • N69°s3 5s E i 7' LOT 2, LOT 21 � 12.06' ° °'' / / I / 551 19'37"W I I r LOT 29 20'SANITARY SEWER 1.501 ACRES M 24 68' EASEMENT BY THIS PLAT 1oj.PAx�EL 2 BLOCK 7 ±65,368 S.F. o / / 44.08' IP.RTD2T1oa3sa3 �� �� / L=67.75' N I ° 1 L435,ACRES a /// \ LOT 1 BLOCK A m ±435,793 S.F. w / -,,SEE DETAIL I I I� I / /L=6.u' / / BLOCK 3 I ��/ qy �+ L14 L16 2 ,�y� APPROXIMATE LIMITS COWGIRL RANCH STATES I 10j.PARCEL 264,PA-C2 C3 L 12 APPROX.LOCATION �f�^ / APPROXIMATE LIMITS 06/3 OF FLOOD ZONE AS L13 OF SURVEY LINE 5 OF FLOOD ZONE ASS// I DRAINAGE EASEMENT y /w _ SCALED FROM FEMA MAP \ I INST.#D211222665 1 - - T.#D211043543 - �b SCALED FROM FEMA MAP / v� BY THIS PLAT 041 I M yy/ -I- O.P.R.T.C.T. O.P.R.T.C.T. � s _�v o. A LOT 17 1 c AeRES- - _ _ _ _ eva CRS CR 1- _ 30.13' �\ ±180,275 S.F. - - - - - - 3 i _yy�i� I L 10 L 11 cRS cxs ,n 79.86' Ow �3 \ \ A- / / I w - V' C1 C23 CR z5 L=207.55' QLL s otic w } C22 L35 I ) O//�'��� CRS -•� �•� S N C 14.87' CS N84°3733"E 1 LST 1X,B Cx / / \ PRIVATE OPEN SPACE VOZO L2 N78°5 72.6 - CRS CRS 8.93' 109 99' DRAINAGE EASEMENT / I 1_ / / �I1 _ L9 G4 INST.#D210231152,O.P.R.T.C.T. / e o / - - \ BLOCK 1 �0'REAR SETBACK 40'REAR SETBACK I � r --fL 6 �� �L=1 0 884' 109.99' ��, ' ( z"�N� L=33.56' WILLIAM o WILLIAMADD T ON H.MARTIN NO. 1068 0 TO BE ABANDONED BY THIS PLAT) n q !. CRS I d. , L=59.18 15'DRAINAGEEASEMENT �\ �° C LOT 2 0: l !7� / N 8. - R-95.87' U^ O 3 3 M r , BY THIS PLAT g\FIs oo / / \ I CABINET A, SLIDE 3194 F i 0 � -L=25.65' s o\ L20 I H !l w a THE SPECIAL WARRANTY �� a N60°02'28"E ��� / / h� ,� L=66.28' R=100.00' / I O.P.R.T.C.T. ¢ U U ' '� la s7s°srz7"w H 1 I VOL.14573,PG.300 , �.�\ b �~ A=037°58'36" 22.34' \ - - ¢ •� I I 14.14 \ / / ti ti I W A LOT F LOT Yf� CRS D.R.T.C.T. • a j / C� ti� q o i " , N87°20'32"W ¢_ \ LOT 16 \ �6 / ^q ^� N68 21 14 W-65.07 / 30.04, 15'UTILITY EASEMENT LOT 6 I I 2.047 ACRES \ / / / 'L I" ca I I A R.O.W.DEDICATION d o 0 BY THIS PLAT 1.771 ACRES s, ±89,146 S.F. \ °� I I I \ <f\ / R� / I Z CABINET A,SLIDE 10635 E- N , , PARCEL 64,PART 2 177,147 S.F. � 1 LOT 14 s � / / 0� � D.R.T.C.T. � N L=109.41 ,R=3895.00 TEMPORARY EASEMENT p 1.532 ACRESD LOT 15 • �y5n�gd Ss L=163.02',R=100.00'A=001°36'34" I INST.#D211043543 I a 1.993 ACRES �' I �~ °I, A=093°24'03" _ LOT 1.T.C.T. oe ±66,753 S.F. rr b. 8 o N07°50'34"=W-1�9.4F' BLOCK 2 N I w ±86,824 S.F. �\ , / A6 / N40°38'30"W-145.56' THE ENCLAVE 1 I o CRS ' U '� ' \ cJ / N I a / I99 O� f " - I 1 ,� I II CABINET A, SLIDE 1063 5 �40'BUILDING LINE 40'BUILDING LINE N I' I l r r l r �� lam H r l r l r 1 65 I o Martin Shu reel ' I -O r J JJJJ ..J JJJ JJJ JJJ....JJ JJJJ JJ w D.R.T.C.T. L7 V Abstrr�a �J r `�o�, 1068 I RS L47 N I C THE UNDERGROUND SANITARY 21A o /'� r V]I SEWER LINE EASEMENT AGREEMENT \ \ / /6B� of lo ----���JJ J��tJ I 1 I N G VOL.14616,PG.97,D.R.T.C.T. 265 qf>5�, �� \ o DRAINAGE EASEMENT J, O N S80=0„E 148.9 BY THIS T �i L59 \ ' /I 15.73' z, �1v (�59 ao2(� 2 a0'DRAINAGE 4' o3 4-4- L58 r / 4^E , / q �6 LOT 30X EASEMENT / - E 454.35' Ngo°18'5 - Z POLYGON ENTERPRISES,INC. L=13.91' • L=26.25' g3• 2.828 ACRES G? STREET I BY THIS PLAT i 280.45' Nso°a6'8, 84.87 I 54, ±123,168 S.F. h� VOLUME 9339,PAGE 1071 \ I ENCLAVE COURT I L=6.92' ° N 48.10�� 11� r--� TYPICAL LOT SETBACK D.R.T.C.T. DETAIL PARCEL AS PART 1 I (/o _ N82 31'50"W 341. 64' \ I I CABINET A,SLIDE 10635,D.R.T.C.T. I TEMPORARY EASEMENT I f o� � � 51 �`� °14'39,.E 268' f - - _ `-`'.46' MATCHLINE - SEE PAGE 1 L=429.53',R=300.00' Z INST.#D211043543 I I o _ S82°31'50"E q73 / N79 n' A_0g2°00.00 O.P.R.T.C.T. I I � L3 28' 119.31' 574°34'07"E = . LOT s R.O.W.DEDICATION N34°57'32"W-393.77' ABINET A,SLIDE 10635 FLOOD ZONE CLASSIFICATION J D.R.T.C.T. Drafter: J.H.B. 2a SANITARY SEWER LOT 13 This property lies within ZONE(S) AE & X of the Flood Drafter/Revision: EASEMENT BY THIS PLAT Insurance Rate Map for Tarrant County, Texas and Drafter/Revision: y VICINITY MAP THE ENCLAVE Incorporated Areas, map no. 48439CO085K, dated Drafter/Revision: L SCALE: 1"=2000' September 25, 2009, via scaled map location and graphic Drafter/Revision: 1 CABINET A, SLIDE 10635 - plotting and/or the National Flood Hazard Layer (NFHL) Drafter/Revision: P.R.T.C.T. - Web Map Service(WMS)at http://hazards.fema.gov. Drafter/Revision: MONUMENTS/DATUMS/BEARING BASIS CRS/F Q 1/2"rebar stamped"JPH Land Surveying"set/found 589°00'59"W Ma nail&washer stamped"JPH Land Surveying"set/found 29.71' n MNS/F Q g p Line Data Table Line Data Table Line Data Table Curve Data Table RIGHT of WAY LOT 1,BLOCK 2 � �����0� ���• � ; TBM $Site benchmark(see vicinity map for general location) VOL.388-132,PG.79 { . Coordinate values,if shown,are US.SyFt./TxCS,'83,NCZ SURVEYOR'S NOTES: Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing Curve# Arc Radius Delta Chord Bearing Chord P.R.T.C.T. DOVE ACRES M 7 tSM - VOL. 388-132,PG. 79 P � Elevations,if shown,are NAVD 88 o „ ° „ ° „ ° „ ° „ � . � Bearings are based on grid north(TxCS,'83,NCZ) 1. This survey was performed with the benefit of a commitment for title insurance provided by Ll 3.95 N00 27 13 W L26 8.92 515 0228 W L47 93.86 S84 2140E C1 7.75' 100.00 004'26'26" N79 0755E 7.75 I I P.R.T.C.T. � , All areas and distances are based on surface measurements. Alamo Title Insurance, Commitment No. 6000181600323, and GF Number L2 148.76' N00°03'40"W L27 51.00' S78106'42"E L48 18.25' N57°51'17"E C2 28.47' 351.80' 004138'12" N79120'13"E 28.46' 1 ' ' ❑ aC Combined scale factor:0.99984699. Convergence Angle 0°43'06". atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete „ r, DOVERD LEGEND OF ABBREVIATIONS copies of the record description of the property, any record easements benefiting the L3 120.34' N00°22'33"W L28 25.59' S89°58'09"E L49 8.67' N32°08'43"W C3 46.71' 95.50' 028°01'20" S88°58112"E 46.24' REVIEWED BY: c - _gCtAVE CT property, the record easements or servitudes and covenants affecting the property ("Record L4 78.76' N89°3726"E L29 27.85' SO4144'04"E L50 27.55' 588°11'56"E C4 286.60' 243.01' 067034'23" N50150'13"E 270.28' ,GLOODR �1T� US.SyFt. United States Survey Feet Documents") documents of record referred to in the Record Documents, and any other ' Ls 68.79' NOs°4721"W L30 32.35' 526°10'40"W L51 12.49' S38026103"E Cs 213.79' 600.00' 020024'55" 585010'00"E 212.66' $ - MCCK!►+tGBFRDtrl1 TxCS,83,NCZ Texas Coordinate System of 1983,North Central Zone documents containing desired appropriate information affecting the property being surveyed `} NAVD'88 North American Vertical Datum of 1988 L6 72.2T S89°3726"W L31 44.58' S40°33'45"W L52 61.22' 500°18'29"E C7 87.33' 250.00' 020°00'50" SOS°02'02"W 86.88' TOWN ATTORNEY and to which the survey shall make reference were not provided to this surveyor for notation PHEASANT ZAf P.R.T.C.T. Plat Records of Tarrant County,Texas on the survey except for those items listed within Schedule B of said commitment. L7 23.44' N52002117"W L32 74.89' N89037126"E L53 84.55' S76030103"E C8 203.23' 350.00' 033°16'12" S11°39'43"W 200.39' O.P.R.T.C.T. Official Public Records of Tarrant County,Texas D.R.T.C.T. Deed Records of Tarrant County,Texas Therefore, easements, agreements, or other documents, either recorded, or unrecorded may L8 59.90' N08°38'52"W L33 13.17' S21145111"E L54 5.02' S89041'31"W C9 413.22' 222.50' 106°24'32" S24154'26"E 356.35' / Z exist that affect the subject property that are not shown on this survey. VOL/PG/INST# Volume/Page/Instrument Number TOWN ENGINEER o L9 127.29' N81021108"E L34 34.27' S23°01'52"W L55 62.44' S71006127"W CIO 41.39' 200.00' 011151'27" S84102'26"E 41.32' POB/POC Point of Beginning/Point of Commencing 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of ESMT/BL Easement/Building Line median approximately 1366 feet south of the intersection of Davis Boulevard and Dove L10 90.96' N76154142"E L35 229.90' N8213 1'50"W L56 47.60' S00043'52"E C11 43.47' 200.00' 012°27'13" N83048114"E 43.39' �T pP Y Tri-County Electric Cooperative approves the location FINAL PLAT BFE Base Flood Elevation Graphically Depicted per FEMA Map Road. The benchmark has the following values X=2,371,356.00'1 Y=7,039,974.15' (Texas L11 16.92' N15002128"E L35 33.93' S74057132"E L57 102.41' S85°28'43"E C12 334.72' 225.00' 085114'05" S47121'07"E 304.69' and abandonment of the electric easements shown on W.S.E.G.D. Water, Sewer,Electric, Gas and Duct Bank Easement Coordinate System of 1983,Central Zone)I Z=675.07'(NAVD'88). OF Setback L12 40.00' S74057132"E L36 146.68' N67003135"W L58 4.59' S85°53131"E C13 183.44' 340.00' 030°54'44" S10°43'18"W 181.22' this plat 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove L13 14.36' 530°62'07"E L36 31.49' N89°37'26"E L59 15.75' N72°04'20"E C14 81.29' 200.00' 023°17'15" 538°01'38"E 80.73' THE ESTATES OF QUAIL HOLLOW road, said mag nail being approximately 225 north of the intersection of Hidden Spring PHASE II B OL N d L14 35.00' 574°5703"E L37 181.68' S67°52'09"W C15 67.96' 150.00' 025°57'32" S39°21'46"E 67.38' Court and Dove Road. The benchmark has the following values X = 2,373,155.141 Y 4 =7,039,995.61' (Texas Coordinate System of 1983, North Central Zone) I Z = 615.54' L15 35.00' N14133'23"E L37 40.70' S00°22'58"E C17 439.92' 500.00' 050024'39" S74152'35"E 425.86' Tri-County Electric Representative Date Q BEING (NAVD'88)' 1-16 14.45' N31112117"W L38 146.61' N52°17'56"W C18 86.90' 513.00' 009042120" N84046'16"E 86.80' 68.823 ACRES \ ENGINEER DEOTTE,INC. 4. No easements will be allowed by separate instrument without written approval from the L17 78.54' N78155'24"E L38 51.46' 538106'18"E C19 141.93' 400.00' 020019'50" 511135'16"E 141.19' APPROVED BY THE TOWN COUNCIL OF WESTLAKE,TEXAS SITUATED IN 420 JOHNSON RD. SUITE 303 Town of Westlake. ON THIS THE DAY OF ,2017. Heirs o Charles M. Throo Survey, Abstract No. 1510 U L18 28.85' N38°52'11"E L39 243.52' 537°42'04"W C20 207.72' 200.00' 059°30'30" 508°00'04"W 198.61' KELLER,TEXAS 76248 5. Easements shown within the bounds of this plat without recording information are hereby p y� / \ 817.337.8899 L19 66.72' N52134'23"E L40 168.13' S52117156"E C21 64.25' 250.00' 014°43'28" S30123'35"W 64.07' Josiah Walker Survey, Abstract No. 1604 WWW.DEOTTE.COM dedicated by this plat. 0 100' 200' L20 84.68' N87°20'32"W L41 63.54' S18000'20"E C22 36.14' 366.80' 005°38'46" N79°50'30"E 36.13' ATTEST: William H. Martin Survey, Abstract No. 1068 � 6. "X-LOTS" are to be owned and maintained by the Homeowners Association for open space \1 OWNER L21 73.18' N49°21'56"W L42 58.07' N18°00'20"W C23 39.37' 80.50' 028°01'20" S88°58'12"E 38.98' AND ALSO BEING A REPLAT OF LOT IR BLOCK A or street purposes. > > e� POLYGON ENTERPRISES L22 72.50' S70°32'41"W L43 170.38' N67052'09"E C24 48.91' 225.00' 012127'13" N83148'14"E 48.81' MAYOR TOWN SECRETARY ROLAND ARTHUR ESTATE S L�� Scale: 1"= 100' 1755 DOVE RD. 7. Building lines/setbacks are shown but not labeled per the Town of Westlake. See typical WESTLAKE,TX 76262 building line detail for setback information. L23 139.68' S40101'13"W L44 141.10' S67°03'35"E C25 63.99' 1000.00' 003°39'58" S24°20'41"W 63.98' TOWN OF WESTLAKE CONTACT:ROLAND ARTHUR APPROVED BY THE PLANNING & ZONING COMMISSION OF TARRANT COUNTY,TEXAS JPH Job No. L24 37.00' 572°67'07"E L45 228.97' 582°31'50"E C26 78.76' 250.00' 018°03'03" 531°32'14"W 78.44' 817.917.6042 WESTLAKE,TEXAS ON THIS THE DAY OF ,2017. SHEET 2 OF 2 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT.dwg L25 15.02' 574°57'32"E L46 28.75' S48°24'32"E C27 37.61' 30.00' 071060'18" 535°11'18"W 35.20' ©2017 JPH Land Surveying,Inc. -All Rights Reserved DEVELOPER 807 Bluebonnet Drive, Suite C Keller, Texas 76248 ELLIOTT CAPITAL ATTEST: THIS PLAT IS FILED AS DOCUMENT NO. DATE Telephone(817)431-4971 www.jphlandsurveying.com 935 W.DOVE TBPLS Firm#10019500#10194073#10193867 SOUTHLAKE,TX 76092 PREPARED ON:NOVEMBER 29,2016 DFW I Austin I Abilene 214.435.3570 CHAIRMAN TOWN SECRETARY MATCHLINE - SEE PAGE 2 STATE OF TEXAS § 21. Easterly,along the arc of said curve,an arc length of 126.14 feet to a 1/2 inch capped NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: T L7 Rs o_ �� I /� /,�/ I- w / 16�n' COUNTY OF § rebar stamped"JPH Land Surveying"set; THAT, Polygon Enterprises, Inc. and Roland Arthur do hereby adopt this plat, designating the herein I TARY L47 N O SEWER LTHE INE EAg EASEMENT AGREEMENT / /6a 32� o I I o , VOL.14616,PG.97,D.R.T.C.T. \ / / 2659 0 F-- 96 5 WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 22. SOUTH 70 degrees 11 minutes 50 seconds EAST,a distance of 153.71 feet to a 1/2 above described property as The Estates of Quail Hollow Phase II B, and reserved for the purposes DRAINAGE EASEMENT / . / J z {g 9 ti 2 indicated. The utilityand fire lane easements shall be open to the public, fire and police units garbage S80004,pp,lE 148 BY T _ -� Ls9 \ \ /I 15.73' 65 $°26 $ and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Arthur inch capped rebar stamped"JPH Land Surveying"set; p g g 40'DRAINAGE L58 / y �6 LOT 30X and rubbish collection agencies and the public and private utilities specifically approved by the Town of _ 941 L-z6zs �31'50"E 45x3- Ngo°1854"E / q according to the deed recorded under Instrument Number D210135810 of the Official Public I EASEMENT L=13.91 / 532 2.828 ACRES 23. NORTH 78 degrees 55 minutes 24 seconds EAST,a distance of 78.54 feet to a 1/2 Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the BY THIS PLAT �N50°46'49"E g4.g7 Records of Tarrant County,Texas are the owners of that certain tract situated in the Leroy Boggess 280.45' ±123,168 S.F. n �. 5 4' L=6.92' �; � � 4�'- � 1 � Survey, Abstract No. 196, the Heirs of Charles M. Throop Survey, Abstract No. 1510, the Josiah inch capped rebar stamped JPH Land Surveying set; utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, PARCEL 64,PART 1 I = N82°31'50"W 341.51' w �' \ 64' o f = \- „E 268. f, Walker Survey,Abstract No. 1604,and the William H.Martin Survey,Abstract No. 1068 Town of trees, shrubs or other improvements or growths shall be constructed,reconstructed or placed upon, over TEMPORARY EASEMENT o, , ° 9 24. NORTH 38 degrees 52 minutes 11 seconds EAST a distance of 28.85 feet to a 1/2 INST.#Dzuoa3sa3 a / _ L-zz4s _ _ _ s82°3rso" N79 143 Westlake, Tarrant County, Texas, said tract being a portion of the tracts to Polygon Enterprises, g or across the easements as shown. Said easements being hereby reserved for mutual use and I O.P.R.T.C.T. I I 'L3 L45 \ 73.28 119.31, / \ S74°34'07"E „ „ LOT 5 +� t _ - - _ _ _ _ �_ ss.o2' inch capped rebar stamped JPH Land Surveying set; accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility I 1.279 ACRES a - �� �� Inc. recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of N (55,707 S.F. I \t36� �` ss° �^ Tarrant County, Texas and a portion of the tract to Roland Arthur and Beanne Sisemore Arthur specifically approved by the Town of Westlake to use a particular easement shall have the right to _ tY, P 25. NORTH 02 de rees 03 minutes 48 seconds EAST,a distance of 187.43 feet to a 1/2" I �4 v°�� b recorded under Instrument Number D212058890 of the Official Public Records of Tarrant County, g remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or I I N79°14'39°E \ 3u�. ' capped rebar stamped"JPH Land Surveying found for the most northerly corner of s growths which in any way may endanger or interfere with the construction maintenance or efficiency of I ° Texas the subject tract being more particularly described as follows: 15'W.S.EG.D. / 82.50' \ O ' BY THIS PLAT LOT 13 \ s Lot 1,Block 1,Roland Arthur Estate,recorded under Instrument Number its system on the easement and that public utility shall at all times have the right of ingress and egress to 2a SANITARY SEWER \ \ F � BEGINNING ata 1/2 inch capped rebar stamped JPH Land Surveying" set in the east right of wa 2.094 ACRES �° pp p Y g g Y or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, � \ I � I BASEMENT BY Txis PLAT \ � g6� •� ^`? D210231152 Plat Records Tarrant Count Texas in a curve to the left concave to p p � g, g' p g' p g' L ±91,211 S.F. o r, ^> Y> LOT 12 ^, of Davis Boulevard at the southwest corner of the Polygon Enterprises,Inc.tract; maintaining and adding to or removing all or art of its system,subject to complyingwith all ordinances ,f N . ., g g g p Y J -_ 09 56"w 23599' \ 3 2.071 ACRES / �o°' 6 THENCE with the east right of way of Davis Boulevard, as deeded to the Town of Westlake the northeast,having a radius of 541.28 feet,a central angle of 19 degrees 24 minutes rules,regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and 5g0° � r '� ±90,196 S.F. / I / �/ 1 d 46 seconds,a chord bearing of SOUTH 27 degrees 53 minutes 49 seconds EAST,a the public utility shall have the right of ingress and egress to private property for the purpose of reading v and Tarrant County,the following calls: 000 L=39.67 0 20'SANITARY SEWER / chord distance of 182.52 feet; meters,maintenance and service required or ordinarily performed by that utility. �p OO EASEMENT BY THIS PLAT �^ o 25.59' a 1. NORTH 00 degrees 27 minutes 13 seconds WEST,a distance of 3.95 feet to a 1/2 inch APPROX.LOCATION GO OF SURVEY LINE \ 'y a 26. Southeasterly,alongthe arc of said curve an arc len of 183.39 feet to a 1/2 inch Water main and wastewater easements shall also include additional area of working space for ` 7.7T L=42.34' is W.S.EG.D. / d. x ° capped rebar stamped"JPH Land Surveying"set 00 LOT 4 G, BY THIS PLAT o OC pp p construction and maintenance of the systems. Additional area is also conveyed for installation and �n o \ N b Ni capped rebar stamped"JPH Land Surveying"found at the most easterly corner of said 1.292 ACRES \ ls'DRAINAGEASEMENT w r maintenance of manholes cleanouts fire hydrants, water services and wastewater services from the \ BY THIS PLAT ?� 2. NORTH 00 degrees 03 minutes 40 seconds WEST,a distance of 148.76 feet to a 5/8 Y cNv ±56,274 S.F. 5j.00' / Lot 1 Block 1 ^ o � N19°16'53"W� N main to the curb or pavement line. Descriptions of these additional easements herein granted shall be �_ L27 1.,4 1�jE 166-�� � LOT 11 � � inch capped rebar stamped"Carter&Burgess found; determined b their locations as installed. Z 14.79'7 41' • c io �zH ci 1 • A1VOE 1 2.357 ACRES �., 27. NORTH 52 degrees 34 minutes 23 seconds EAST,a distance of 66.72 feet to a 1/2 Y L - BLOCK 2 / • • ±102,652 S.F. 26.19' 3. NORTH 00 degrees 22 minutes 33 seconds WEST,a distance of 120.34 feet to a 1/2 - - L=474' Sl.pp °o" inch capped rebar stamped"JPH Land Surveying"found in the northeast line of said This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of °TIS J� b inch capped rebar stamped"JPH Land Surveying"set; Westlake Tarrant County,Texas. L=19.16' L=33.94' \ y�O �� Polygon Enterprises,Inc.tract; ' 589037'26"W 326.25' L=16.01' 25.59 4. NORTH 89 degrees 37 minutes 26 seconds EAST a distance of 78.76 feet to a 1/2 - . - . - S65°20'36"W -L=47.28' c� \ 1 g WITNESS m hand this the da of 2017. L=11.16' \ �0 8 \ soo°3s'sa^E THENCE SOUTH 37 degrees 46 minutes 13 seconds EAST, with the northeast line of said Y Y o / 43.25' " 0 0 14.79' L=45.01' / 2 inch capped rebar stamped JPH Land Surveying set; 72 574°18'39"E /�q /a^� 7.41' \� j l Blss 2 Polygon Enterprises, Inc. tract, a distance of 166.57 feet to a Mag nail with a metal LOT 3 h�a o° L=68.74' q/ Q \ 1 LZ 5. NORTH 05 degrees 47 minutes 21 seconds WEST,a distance of 68.79 feet to a 1/2 O / ° q' LOT 3 e ✓ 5o washer stamped"JPH Land Surveying"found; 1.040 ACRES �^ N. LOT 4 11 00 inch capped rebar stamped"JPH Land Surveying"set; Polygon Enterprises,Inc. Print Name/Title 0 1.197 ACRES / 49 M ±45,299 S.F. / / 3 1.203 ACRES \ E 3 THENCE SOUTH 50 degrees 37 minutes 13 seconds EAST, with the northeast line of said 15'W.S.EG.D. ±52,147 S.F. /°3241 $� �n �.67_ 6. SOUTH 89 de rees 37 minutes 26 seconds WEST a distance of 72.27 feet to a 1/2L37 oo BY Txis PLAT o ±52,408 S.F. \ ��0 302• / g Polygon Enterprises,Inc.tract,a distance of 706.24 feet to a 1/2 inch aluminum capped WITNESS,my hand,this the day of 2017. DRAINAGE EASEMENT // �y a / N WLag r S �, inch capped rebar stamped"JPH Land Surveying"set; BY THISPLAT� �o BLOCK 9 / 1 rebar stamped"JPH Land Surveying"found; L36 173.70' /a v / a 7. NORTH 00 degrees 22 minutes 34 seconds WEST,a distance of 310.05 feet to a point N84°03'31 ' / °N THENCE SOUTH 00 degrees 59 minutes 01 second EAST, with the east line of the Polygon S89°37'26"W 225.19' W 261.04' / L 4 46' • 27.18' on the west side of a utility pole; Roland Arthur I Enterprises, Inc. tract, a distance of 670.21 feet to a Mag nail with washer stamped �`O Io o. M 571 16 /2 / 27.85' o I BLOCK 3 a o- 8. NORTH 00 degrees 22 minutes 58 seconds WEST,a distance of 683.31 feet to a 1/2 "JPH Land Surveying"set; STATE OF TEXAS WEST SIDE of �, n I LOT 2 N o I inch capped rebar stamped JPH Land Surveying set; § UTILITY POLE I a� f I v I / THENCE SOUTH 89 degrees 00 minutes 59 seconds WEST, a distance of 29.71 feet to a 1/2 COUNTY OF § 1.004 ACRES `� \ LOT 2 3 0 ls'W.S.EG.D. 7 LOT 10 9. NORTH 52 degrees 02 minutes 17 seconds WEST a distance of 23.44 feet to a 1/2 + inch capped rebar stamped"JPH Land Surveying" set at the beginning of a non-tangent 3.1T 0.998 ACRES n o BY THIS PLAT a °o, 2.294 ACRES BEFORE ME, the undersigned not public, State of Texas on this da personally appeared ±43,720 S.F. 1 d M inch capped rebar stamped"JPH Land Surveying"set in anon-tangent curve to the BEFORE p Y p Y pp • ±43,452 S.F. o LOT 5 1 u ±99,932 S.F. curve to the right concave to the northeast having a radius of 300.00 feet a central � �, W \ 1.200 ACRES +'�'� I , known to me to be the person whose name is subscribed to the foregoing left concave to the southwest havinga radius of 3 895.00 a central angle of 1 degree N ±52,282 S.F. 41 g angle of 82 degrees 02 minutes 06 seconds, a chord bearing of NORTH 34 degrees 57 instrument and who acknowledged to me that he executed the same for the purposes and considerations 20'DRAINAGE&UTILITY EASEMENT BY THIS PLAT / / 36 minutes 34 seconds a chord bearing of NORTH 07 degrees 50 minutes 34 seconds expressed therein. � � / / M minutes 32 seconds WEST,and a chord distance of 393.77 feet; p a� 256.27 c / / WEST,a chord distance of 109.41 feet; Given under my hand and seal of office this day of 12017. 32.35 / THENCE NORTHWESTERLY along the arc of the curve an arc length of 429.53 feet to a 1/2 N89°3726"E 258.48' ° 580°1540 W _J }► / / 10. Northerly,along the arc of said curve an arc length of 109.41 feet to a 1/2 inch capped . N L=7.33' o Y, g ginch capped rebar stamped "JPH Land Surveying" set at the beginning of a reverse N83°25'32"W 225 16 15.08 / rebar stamped"JPH Land Surveying"set; M 15'W.S.EG.D. r r curve, concave to the southwest, having a radius of 100.00 feet, a central angle of 93 N BY Txis PLAT + ii / Notary Public,State of Texas c� a LOT 1 / L=57.77' N 17.26' Ste\ / 11. NORTH 08 degrees 38 minutes 52 seconds WEST,a distance of 59.90 feet to a 1/2 ° 1 ^ 4g, / degrees 24 minutes 03 seconds, a chord bearing of NORTH 40 degrees 38 minutes 30 o a LOT 1 • 1.002 ACRES bN / \ IZ'F \ Z inch capped rebar stamped"JPH Land Surveying"set STATE OF TEXAS 1.139 ACRES ±43,655 S.F. pp p seconds WEST,and a chord distance of 145.56 feet; °O ±49,635 S.F. I / \ 26860 �� o COUNTY OF § N O 546°31'00"E ��, LOT 6 THENCE Through the interior of the Polygon Enterprises,Inc.tract,the following calls: THENCE NORTHWESTERLY, along the arc of the curve, an arc length of 163.02 feet to a 1/2 ° w rn 14.12' o / 1.205 ACRES N b� 1. NORTH 81 degrees 21 minutes 08 seconds EAST a distance of 127.29 feet to a 1/2 °~ ±77,147 S.F. `b e' inch capped rebar stamped JPH Land Surveying set; BEFORE ME the undersigned not public, State of Texas on this da personally appeared N44°06'02"E I �' gn p Y p Y pp L I I 14.01' I N G'N 3 / inch capped rebar stamped"JPH Land Surveying"set in a curve to the left,concave to THENCE NORTH 87 degrees 20 minutes 32 seconds WEST, a distance of 84.68 feet to a 1/2 known to me to be the person whose name is subscribed to the foregoing PARJL 264,PART 1 CRs CRs S89°37'26"W 259.61'- L=162.- i o �b DRAINAGE EASEMENT / o instrument and who acknowledged to me that he executed the same for the purposes and considerations INS .#D211043543 84 \ ° �' / BY THIS PLAT .0 the northwest having a radius of 100.00 feet,a central angle of 4 degrees 26 minutes inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent N84 32 22'E N ° expressed therein. O.P.R.T.C.T. L6 26 seconds a chord bearing of NORTH 79 degrees 07 minutes 55 seconds EAST a L32 c18 -5,36' ,cls �\ -1\39 r17.24' ls'ws.EG.D. / Gj`v POLYGON ENTERPRISES,INC. curve to the right, concave to the northeast, having a radius of 100.00 feet, a central Given under my hand and seal of office this day of 12017. Ll250•p4 BY THIS PLAT N VOLUME 9339,PAGE 1071 chord distance of 7.75 feet; L-89 86' \ S' O 8 s,, �;' j / angle of 37 degrees 58 minutes 36 seconds, a chord bearing of NORTH 68 degrees 21 LOT 9 D.R.T.C.T. L4 1 , 9 v^^> tib ti� 2.335 ACRES / 2. Easterly,along the arc of said curve,an arc length of 7.75 feet to a 1/2 inch capped minutes 14 seconds WEST,and a chord distance of 65.07 feet; CRs CR 9.94' BL° d ° ±101,718 S.F. r L=3.54' ls'ws.EG.D. �L. CkB�I"�' 10' /�b rebar stamped JPH Land Surveying set; THENCE NORTHWESTERLY, along the arc of the curve, an arc length of 66.28 feet to a 1/2 + I L=66.41',R=95.50' BY THIS PLAT 109 3. NORTH 76 degrees 54 minutes 42 seconds EAST a distance of 90.96 feet to a 1/2 inch capped rebar stamped JPH Land Surveying"set; TRACT 1 cn ° „ g' 18.26 // > g PP p Y g Notary Public,State of Texas POLYGON ENTERPRISES,INC. a 4=039 50 30 S00046140"E N69°42'11"E-65.08' I I L=6 e6' inch capped rebar stamped"JPH Land Surveying"set; THENCE NORTH 49 degrees 21 minutes 56 seconds WEST a distance of 73.18 feet; VOL.14573,PG.300 1$.02 ' ' D.R.T.C.T. BLOCK I O h .F 4. NORTH 15 degrees 02 minutes 28 seconds EAST a distance of 16.92 feet to a 1/2 PARCEL 64,PART 1 g THENCE SOUTH 39 degrees 41 minutes 14 seconds WEST,a distance of 730.05 feet INST.#o rix r.c z s 8"RE AR^CARTER LOT 2 W \ A� �= inch capped rebar stamped"JPH Land Surveying"set in a curve to the left,concave to Surveyor's Certification I BUR Ess I 1.406 ACRES = THENCE Through the interior of said Polygon Enterprises,Inc.tract,the following calls: LOT 1 I N /M the north,having a radius of 351.80 feet,a central angle of 04 degrees 38 minutes 12 M ±61,225 S.F. 1.599 ACRES o � � \ \ �J \ � / 1. SOUTH 16 degrees 48 minutes 35 seconds WEST,a distance of 192.88 feet; I, Jewel Chadd, a Registered Professional Land Surveyor in the State of Texas, ±69,653 S.F. g LOT 3 �o seconds,a chord bearing of NORTH 79 degrees 20 minutes 13 seconds EAST,a chord hereby state, to the best of my knowledge and belief, this plat hereby represents V 1.365 ACRES �� CR \ 2. SOUTH 70 degrees 32 minutes 41 seconds WEST,a distance of 72.50 feet; an on-the-ground survey performed by me and all the property corners are �.+ ±59,450 S.F. � � distance of 28.46 feet; marked as indicated. CRS CRS 3. SOUTH 12 degrees 45 minutes 37 seconds EAST,a distance of 153.88 feet; 20'DRAINAGE EASEMENT CRs CRS L=40.29',R=182.50' 5. Northeasterly,along the arc of said curve,an arc length of 28.47 feet to a 1/2 inch L. - BY THIS PLAT 4. SOUTH 21 degrees 39 minutes 08 seconds WEST a distance of 649.90 feet to a 1/2 . � . � vti A=012038'55" capped rebar stamped"JPH Land Surveying"set at the beginning of a reverse curve to PRELIMINARY:THIS DOCUMENT SHALL NOT BE RECORDED FOR N84021'18"W S89019'14"W-40.21' inch capped rebar stamped"JPH Land Surveying"set in a non-tangent curve to the ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED 242.00' 150.00' 268.16' 85.18' the right,concave to the southwest,having a radius of 95.50 feet,a central angle of 28 UPON AS A FINAL SURVEY DOCUMENT. L 1 - right,concave to the north,having a radius of 182.50 feet,a central angle of 12 1/2"REBAR"JPH" ° „ CRs 15' WATERLINE EASEMENT degrees O1 minutes 20 seconds,a chord bearing of SOUTH 88 degrees 58 minutes 12 589 56 32 W 660.16 --RELEASED FOR REVIEW ON 03/15/2017 P.O.B. s' UTILITY EASEMENTY CABINET A,PAGE 9212 degrees 38 minutes 55 seconds,a chord bearing of SOUTH 89 degrees 19 minutes 14 L=73.31',R=132.50' CABINET A,PAGE 9212 P.R.T.C.T. seconds EAST,a chord distance of 46.24 feet; Jewel Chadd P.R.T.C.T. seconds WEST a chord distance of 40.21 feet;0=031°42'02" 6. Easterly,along the arc of said curve an arc length of 46.71 feet to a 1/2 inch capped Registered Professional 5' UTILITY EASEMENT g � g PP N68°30'17"W-72.38' CABINET A,PAGE 9212 5. Westerly,along the arc of said curve,an arc length of 40.29 feet to a 1/2 inch capped Land Surveyor No.5754 P.R.T.C.T. I rebar stamped JPH Land Surveying set; BUILDING SETBACK LINE rebar stamped"JPH Land Surveying"set; Email:jewel@jphls.com SRI SOUTHLAKE VILLAS LLC CABINET A,PAGE 9212 7. SOUTH 74 degrees 57 minutes 32 seconds EAST,a distance of 40.00 feet to a 1/2 P.R.T.C.T. 6. NORTH 84 degrees 21 minutes 18 seconds WEST,a distance of 85.18 feet to a 1/2 INST.#D216074531,O.P.R.T.C.T. inch capped rebar stamped JPH Land Surveying set; inch capped rebar stamped"JPH Land Surveying"set in a curve to the right,concave \ 8. SOUTH 30 degrees 52 minutes 07 seconds EAST,a distance of 14.36 feet to a 1/2 ENGINEER OWNER DEVELOPER I I to the northeast,having a radius of 132.50 feet,a central angle of 31 degrees 42 VICINITY MAP DEOTTE,INC. POLYGON ENTERPRISES ELLIOTT CAPITAL inch capped rebar stamped"JPH Land Surveying"set; _ °:=2000' MONUMENTS/DATUMS/BEARING BASIS 420 JOHNSON RD. SUITE 303 1755 DOVE RD. 935 W. DOVE minutes 02 seconds,a chord bearing of NORTH 68 degrees 30 minutes 17 seconds . 9. SOUTH 74 degrees 57 minutes 03 seconds EAST,a distance of 35.00 feet to a 1/2 � CRS/F p 1/2"rebar stamped"JPH Land Surveying"set/found KELLER,TEXAS 76248 WESTLAKE,TX 76262 SOUTHLAKE,TX 76092 WEST,a chord distance of 72.38 feet; t MNS/F p Mag nail&washer stamped"JPH Land Surveying"set/found 817.337.8899 CONTACT: ROLAND ARTHUR 214.435.3570 inch capped rebar stamped"JPH Land Surveying"set; Northwesterly,along the arc of said curve an arc length of 73.31 feet to a 1/2 inch Off` '00- 7. TBM Site benchmark(see vicinity map for general location) WWW.DEOTTE.COM 817.917.6042 aK�n►g�� . , 10. NORTH 60 degrees 02 minutes 28 seconds EAST,a distance of 14.14 feet to a 1/2 „ „ it Coordinate values,if shown,are US.SyFt./TxCS,83,NCZ capped rebar stamped JPH Land Surveying set; � I Elevations,if shown,are NAVD'88 inch capped rebar stamped"JPH Land Surveying"set; M _ $TBM -- -- , Bearings are based on grid north(TxCS,'83,NCZ) 8. SOUTH 40 degrees 01 minute 13 seconds WEST,a distance of 139.68 feet to a 1/2 _ s~ 11. NORTH 14 degrees 33 minutes 23 seconds EAST a distance of 35.00 feet to a 1/2 v , All areas and distances are based on surface measurements. Line Data Table Line Data Table Line Data Table Curve Data Table inch capped rebar stamped"JPH Land Surveying"set in the south line of said Polygon �n Combined scale factor:0.99984692.Convergence Angle 0°43'06 inch capped rebar stamped"JPH Land Surveying"set; - pec Enterprises,Inc.tract 001+E AD Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing Curve# Arc Radius Delta Chord Bearing Chord � � _ LEGEND OF ABBREVIATIONS 12. NORTH 31 degrees 12 minutes 17 seconds WEST,a distance of 14.45 feet to a 1/2 L1 3.95' N00°27'13"W L26 8.92' S15002'28"W L47 93.86' S84121'40"E Cl 7.75' 100.00' 004126'26" N79007'55"E 7.75' THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST,with the south line of said Polygon rti-_ US.SyFt. United States Survey Feet inch capped rebar stamped"JPH Land Surveying"set in a non-tangent curve to the /r�l7a O� o E1�1CLAlrE CT ° „ ° „ ° ° „ Enterprises, Inc. tract, a distance of 660.16 feet, returning to the POINT OF C SIT = J TxCS,83,NCZ Texas Coordinate System of 1983,North Central Zone L2 148.76 N00 03 40 W L27 51.00 S78 06 42 E L48 18.11 N57 53 48 E C2 28.47 351.80 004038112" N79 20 13 E 28.46 _- 0��� left,concave to the west,having a radius of 517.50 feet,a central angle of 23 degrees -F4` f a MOCKINGBIRD LH NAVD 88 North American Vertical Datum of 1988 BEGINNING and enclosing 68.823 acres(±2,997,921 square feet). - P.R.T.C.T. Plat Records of Tarrant County,Texas L3 120.34' N00022'33"W L28 25.59' S89058'09"E L49 8.67' N32108'33"W C3 46.71' 95.50' 028101'20" S88058'12"E 46.24' 28 minutes 12 seconds,a chord bearing of NORTH 00 degrees 15 minutes 39 seconds rr _ O.P.R.T.C.T. Official Public Records of Tarrant County,Texas L4 78.76' N89037126"E L29 27.85' SO4°44'04"E L50 27.55' S88°11'56"E C4 286.60' 243.01' 067°34'23" N50°50'13"E 270.28' II PHFAS4NT LN EAST,a chord distance of 210.50 feet; ] � D.R.T.C.T. Deed Records of Tarrant County,Texas L5 68.79' N05147'21"W L30 32.35' S26°10'40"W L51 12.49' S38125'03"E C5 213.79' 600.00' 020024'55" S85°10'00"E 212.66' 13. Northerly,along the arc of said curve,an arc length of 211.98 feet to a 1/2 inch capped VOL/PG/INST# Volume/Page/Instrument Number L6 72.27' S89°37'26"W L31 44.58' S40°33'45"W L52 61.22' S00°18'29"E C7 87.33' 250.00' 020°00'50" S05°02'02"W 86.88' „ „ r-- POB/POC Point of Beginning/Point of Commencing rebar stamped JPH Land Surveying set; ESMT/BL Easement/Building Line L7 23.44' N52102'17"W L32 74.89' N89°37'26"E L53 84.55' S76°30'03"E C8 203.23' 350.00' 033°16'12" S11°39'43"W 200.39' BFE Base Flood Elevation Graphically Depicted per FEMA Map 14. NORTH 11 degrees 28 minutes 27 seconds WEST,a distance of 36.69 feet to a 1/2 f W.S.E.G.D. Water, Sewer,Electric, Gas and Duct Bank Easement L8 59.90' N08°38'52"W L33 13.17' S21°45'11"E L54 5.02' S89°41'31"W C9 413.22' 222.50' 106024'32" S24054'26"E 356.35' inch capped rebar stamped"JPH Land Surveying"set at the beginning of a curve to FINAL PLAT Setback L9 127.29' N81021'08"E L34 34.27' S23°01'52"W L55 62.44' S71°06'27"W C10 41.39' 200.00' 011°51'27" S84102'26"E 41.32' the right,concave to the east,having a radius of 232.50 feet,a central angle of 3 OF L10 90.96' N76°54'42"E L35 229.90' N8203 1'50"W L56 47.60' S00043'52"E C11 43.47' 200.00' 012027'13" N83048'14"E 43.39' degrees 50 minutes 35 seconds,a chord bearing of NORTH 09 degrees 33 minutes 09 THE ESTA TES OF Q UAIL HOLL O W a N d LI1 16.92' N15002128"E L35 33.93' S74°57'32"E L57 102.41' S85128'43"E C12 334.72' 225.00' 085°14'05" S47021'07"E 304.69' seconds WEST,a chord distance of 15.59 feet; PHASE II B 4� 1_12 40.00' S74°57'32"E L36 146.68' N67°03'35"W L58 4.59' S85053'31"E C13 183.44' 340.00' 030°54'44" S10043'18"W 181.22' 15. Northerly,along the arc of said curve,an arc length of 15.59 feet,to a 1/2 inch capped BEING L13 14.36' S30°52'07"E L36 31.49' N89°37'26"E L59 15.75' N72°04'20"E C14 81.29' 200.00' 023°17'15" S38°01'38"E 80.73' rebar stamped"JPH Land Surveying"set; () . 8 2 3 ACRES / L14 35.00' S74057'03"E L37 181.58' S67052'09"W C15 67.96' 150.00' 025°57'32" S39021'46"E 67.38' 16. SOUTH 88 degrees 15 minutes 43 seconds EAST,a distance of 215.60 feet to a 1/2 SITUATED IN U L15 35.00' N14°33123"E L37 40.70' S00°22'58"E C17 439.92' 500.00' 050°24'39" S74°52'35"E 425.86' inch capped rebar stamped"JPH Land Surveying"set; Heirs of Charles M. Throop Survey, Abstract No. 1510 / \ ` L16 14.45' N31012'17"W L38 146.61' N52017'56"W C18 86.90' 513.00' 009142'20" N84046'16"E 86.80' 17. NORTH 49 degrees 45 minutes 36 seconds EAST,a distance of 276.69 feet to a 1/2 0 1001 200' ° 1, ° „ ° ° „ Josiah Walker Survey, Abstract No. 1604 L17 78.54 N78 55 24 E L38 51.46 538 06 18 E C19 141.93 400.00 020 19 50 S11 35 16 E 141.19 inch capped rebar stamped JPH Land Surveying set; William H. Martin Survey, Abstract No. 1068 �1 L18 28.85' N38052'11"E L39 243.52' S37042'04"W C20 207.72' 200.00' 059°30'30" S08000'04"W 198.51' 18. SOUTH 85 degrees 28 minutes 43 seconds EAST a distance of 353.97 feet to a 1/2 e� g AND ALSO BEING A REPLAT OF LOT 1R, BLOCK A, S ll Scale: 1"= 100' L19 66.72' N52°34'23"E L40 168.13' S52°17'56"E C21 64.25' 250.00' 014°43'28" S30°23'35"W 64.07' inch capped rebar stamped"JPH Land Surveying"set; ROLAND ARTHUR ESTATE L20 84.68' N87020'32"W L41 63.54' S18100'20"E C22 36.14' 366.80' 005°38146" N79°50'30"E 36.13' 19. NORTH 01 degree 48 minutes 04 seconds EAST,a distance of 251.60 feet to a 1/2 TOWN OF WESTLAKE JPH Job No. L21 73.18' N49121'56"W L42 58.07' N18°00'20"W C23 39.37' 80.50' 028001'20" S88058'12"E 38.98' inch capped rebar stamped"JPH Land Surveying"set; TARRANT COUNTY, TEXAS 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT.dwg L22 72.50' S70032'41"W L43 170.38' N67°52'09"E C24 48.91' 225.00' 012027'13" N83048'14"E 48.81' 20. SOUTH 88 degrees 11 minutes 56 seconds EAST,a distance of 27.65 feet to a 1/2 SHEET 1 OF 2 ©2017 JPH Land Surveying,Inc. -All Rights Reserved L23 139.68' S40101113"W L44 141.10' S67°03'35"E C25 63.99' 1000.00' 003039'58" S24020'41"W 63.98' inch capped rebar stamped"JPH Land Surveying"set at the beginning of a 807 Bluebonnet Drive, Suite C Keller, Texas 76248 THIS PLAT IS FILED AS DOCUMENT NO. DATE Telephone(817)431-4971 www.jphlandsurveying.com L24 37.00' S72057'07"E L45 228.97' S82°31'50"E C26 78.76' 250.00' 018°03'03" S31°32'14"W 78.44' non-tangent curve to the left,concave to the north,having a radius of 54.50 feet,a TBPLS Firm#10019500#10194073#10193867 DFW I Austin I Abilene L25 15.02' S74°57'32"E L46 28.75' S48°24'32"E C27 37.61' 30.00' 071050'18" S35011'18"W 35.20' central angle of 132 degrees 36 minutes 27 seconds,a chord bearing of NORTH 72 PREPARED ON:NOVEMBER 29,2016 degrees 16 minutes 35 seconds EAST,a distance of 99.81 feet; MARY LOUISE GARCIA �``�w COUNTY CLERK tr 100 West Weatherford Fort Worth,TX 76196-0401 PHONE (817) 884-1195 QUAIL HOLLOW DEVELOPMENT II ATTN: BRYAN ELLIOTT 935 W DOVE RD SOUTHLAKE, TX 76092 Submitter: QUAIL HOLLOW DEVELOPMENT II DO NOT DESTROY WARNING - THIS IS PART OF THE OFFICIAL RECORD. Filed For Registration: 8/29/2017 3:36 PM Instrument#: D217200079 PLAT A 11 PGS $97.00 By: 11 D217200079 ANY 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. �- p �3 &(J �uww MARY LOUISE GARCIA •�, ���� h COUNTY CLERK cQ i 100 West Weatherford Fort Worth,TX 76196-0401 • PHONE (817) 884-1195 QUAIL HOLLOW DEVELOPMENT II ATTN: BRYAN ELLIOTT 935 W DOVE RD SOUTHLAKE, TX 76092 Submitter: QUAIL HOLLOW DEVELOPMENT 11 DO NOT DESTROY WARNING - THIS 1S PART OF THE OFFICIAL RECORD. i Filed For Registration: 8/29/2017 3:36 PM Instrument#: D217200079 PLAT A 11 PGS $97,OQ By: D217200079 4 ANY 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 IIB Final Plat Resolution 17-34 1 I � � • L=183.39',R=541.28' DETAIL "A" CRF ©=019°24'46" SCALE: V = 40' S27053'49"E-182.52' A , \ RIGHT-OF-WAY DEDICATION �qt�p INST.#D^_10231152 V,�� I T R P O. . . .0 T- \ X10 15 W.S.E.G.D. L=126.14',R=54.50' �,, SANITARY SEWER LINE EASEMENT AGREEMENT 0=132°36'27'' M \ \ VOL-14713,PG 310 A��� �,{, C2 C3 BY THIS PLAT L16 13� O L 19D.R.T.C.T. N72°16'35"E9.81' 10WIDE UNDERGROUND 00 (-)T 7. ELECTRIC EASEo MNF L12 lCi 7~N TOTRI-COUNTYELECTRIC L 1 1 L 1 3 1 S88°1 1'56"E INST.#D210231152,O.P.R.T.CT. l ]� 27.65' (TO BE ABANDONED BY THIS PLAT) RS S•y`.�' �� OJ, C 0 I-01 �J CRs s7p°I CRs RE \ r6�s16 j �� j sirs - -o` L 14 L 15 1 Lcx - l� p L18 \ \ s> �6 's „ / 227 C23 I ` ��� � - �5 CRS F IS3 71, L� CRS 23.00, L35 / Jt \ ss° CRs / CRs \ / � o -L-98.55 L50�II / o L=79.14',R-518.28' \ / O ` L 6 _ / 6 A=008°44'56" L5 1 °o S41'=59'08"E-79.06' -L48 / o I n Los \ LO N 60 02 28 E DPRIVATERAINAGE EASEMENT \ \\ �O / T V I 14. 141 I INST.#D210231152,O.P.R.T.C.T. /oM \ / I LOT 14 14> Y / N (TO BE ABANDONED BY TIES PLAT) c l i0 / \ \ vn o THE UNDERGROUND \ ,,,- •l. 1 / i'-1 Z SANITARY SEWER LINE \ `Psry ` II 7 I 00 I LOT 26 EASEMENT AGREEMENT OL.14616,PG97,DRT.0T SL53 2 1 Lo 1*4. 1.379 ACRES hGI dI I° ±60,065 S.F. 0, BLOCK L.01 L54 1 BLOCK A I I / y Z- z C27 ` LOT 27X 34.\ \ Abs / GLENWYCK FARMS I I I L .409 ACRES \ �o \ CABINET A,SLIDES 5814&5815 ° v =17,815 S.F. \ \ I - per- � jf' r'j ' _�'� } � '��Jp� � cxs 585 2843"E 353.97' N18°49'48"E L57 \ S� P.R.T.C.T. �' 25.80' S4(>°2]'37"F. 3385' f7o ' 11�dJ e terry i 1 r(� J 1 0 308.19' CRS DRAINAGE J 301.$3' sa.7a _;.i3' ' 93.62' BY THIS PLAT N85°2843"W 347.31' 611, LOT 28X � o ' LOT ] / I L=466.70',R=500.00' 3.004 ACRES fill IN' C I31_i><-. 3 4' A�53°28'50" X130,873 S.F. 6�3f �y 2g S53°01'44"E-449.95' t,u�o fof�9 LOT 26 I LOT 25 tii {k� LOT 19 CRS 1.580 ACRES h a C 1y / PRIVATE OPEN SPACE 68.819 S.F. h LOT 18 DRAINAGE EASEMENT �'6 s s o L=104.33',R=535.86'\ / y.�l �ry :E92,419ACRES I iTOBE z1ANDO2EDBYT IS X29. ��\� SS$6�"E 104-1T - /\ ] 3 5' To BE ABANDONED BY THIS PLA p ° o \L=394.63',R 400.00' S88°i5'43"E 215.60' CRS / ` s °� �` A�56°31'36" _ - - at ' L=15.59' R=232.50' s° I �� CRS - CRS 19 WIDE UNDERGROUND o0 A=003050'35" 2°'s ELECTRIC EASEMENT I r N �,� 529°15'09°E 378.s2' _ CRS \ O\ TO TRI-COUNTY ELECTRIC N09°33'09"W 15.59' o 124 I hSANITARY T L=53.ta 3O INST.#D210231152,O.P.R.T.C.T. I o EN ER LDINE EASEMENT AGREEMENT i O (T BE ABANDONED BY THIS PLAT) z N ��.W. DOVE ROAD � . - � :-:L.14616,PG.97,D R T.C.T. � \ �6 69 ' I N11028'27"W cxs \ / - 1 - 36.69' N 2 0 5 �6°gs3.s„u 10j.PARCEL 264,PART 2 L=21 1.98',R=517.50' I LOT 2p L=qO �� 185 41, \ 0=023°28'12" 1 1.648 ACRES \ ` Nso°2j'S$„ `G= INST.#D211043543 ) O.P.R.T.C.T. =71,797 S.F. / W 215.47' N00°15'39"B-210.50' I 3 O N69'S3'S5"E I LOT 21 ' S51 19 37"W za SANITARY SEWER 12.08, _ 1.501 ACRES 111 C I LOT 29 1 1S W.S.EG.D. 44.08' 24.6$ ua ° / / EASEMENT BY THIS PLAT €i 165,368 S.F. o I I 10.004 ACRES BY THIS PLAT / - L=67.75' BLOCK 3 `ter 1435,793 S.F. \ lOj.PARCEL 264,PART 5 DETAIL"A" 1 / / I $+a I °</ / LOT 1,BLOCK A DRAINAGE EASEMENT a APPROXIMATE LIMITS INST.#D211043543 I 1 APPROXIMATE LIMITS z w I COWGIRL RANCH STATES ' O.P.R.T.C.T. APPRG\.LOCATION - q gy 7}BS PLAT o6 S F FLOOD ZONE M L 16 OF SL R V EY LINE / h• OF FLOOD ZONE AS x /= f. �./ I •5 SCALED FROM FEMA b4AP \ I INST.#D211222665 '). sCALEDFROMFEMAMAP <� O.P.R.T.C.T. 041 L 12 L 13 f \ c' / \ \ LOT 17 I N �./y./ :.Iw Lha •' 4.139 ACRES I /y'�`/ z z ry C3 CRS 15.17' / �\\ I - - N N o ft C2 30.13, v� �`' \ \ ±180,275 S.F. / / ) A 1 L11 CR S CRS CRSRS 25 ` 1 =207.$$,. ?9.86 p xOLLO`t�D 213 \ ` I N 8°54'03'1' / / L65 Lia . I C1 L10 CRS ,j,l '� C N84°37'33"E QUA1�LOr1�1311� 1t / \ PRIVATE OPEN SPACE ty°�� �J 21 72.±8 - •- - ii} C^�'- C23 L.35 S 4 5 / DRAINAGE EASEMENT �� CRS 1 O BLOCK 1 CRS 109.99' / / - \ INST=D'_10?3115^_-O-P.R.T.C.T. 7 / r T 40'REAR SETBACK 40'REAR SETBACK tlY L=33.56' CRS R 0 WILLIAM H.MARTIN NO. 1068 -'s CRS v (TO BEASAVDOYEDBYTHISPLAT) /{, L9 \�.93 14.87'.L=160.84'_ _ 109.99' 2\ J� � L=3.6- ° 1 _ - L=59.18' sDRAINACEEASEMErrr Q° R 958- -RS c LOT 2 ADDITION o jl Lz6 - `/ B1 THIS PLAT o CABINET A SLIDE 3194 Ce 0 E ' ( CRS / �r N 8.92' \ �\s� r\ , L2O \ �t L=25.65 F ^� _� °° h� ^ L�6.28 R=100.00' S78"51-z7"w O.P.R.T.C.T. z (4) +" ��1 &W oo TRACT2 a J \N60°02'28"E moo\ F / r ° / I I� 1 �y}' r� THE SPECIAL WARRANTY DEED Il , titi' �• A=037 58 36 22-3-C ' "�1 ' VOL.14573,PG.300 15'W.S.EG.D. `I 14.14 �=\ �I / ;{i ti� ,,a" o , / N87°20'32'W ITWATEREASEMENT ¢. -Q D.R.T.C.T. o \ LOT 16 �\ / a N68 21 14"W-65.OT Q LOT m F BY THIS PLAT 15'W.S.EG.D. \ - Z.O47 ACRES \ / ^�' �'�' BY THIS PLAT Q N LOT IS'UTILITY EASEMENT BY THIS PLAT ' I BY THIS PLAT I \ / �� , , S00°00'00"E 459.81' I r`, DRT��T SLIDE 10635 N n ±$9,146 S.F. w LOT 6 R.0. EDI SLIDE 1 o a PARCEL 64,PART 2 1.771 ACRES I I LOT 14 LOT 15 \ p 1 L=109.41' R=3895.00' TEMPORARY EASEMENT l `RC 177,147 S.F. ti �* 1.532 ACRES p • � sso° L=163.02, (R�=100.00 I � INST.#D211043543 I a I 1.993 ACRES .�{� y�.,�. JrpA6' / A-073°24 03" A=001036'34' ±66,753 S.F. r - � LOT 1 ° f, OP.R.T.C.T. BLOCK 2 ±86,824 S.F. �6r\ i \ ,- �r N40°38'30"/145.56' Noo°00'00"E 459.a,' M. ` THE ENCLAVE o ��++ o N07 50 34 M. W 109.41 � ' a IN o`' _ I �+ '. �■ *i�' I �' 1 CABINET A,SLIDE 10635 1 U ' �. J: / /a� 1� / /6,65 �1. ^�O• � _-„ �m ���5�} ��� ' 1 I •� I 40'BUILDINGLINE D.R.T.C.T. L�. �J 40'BUILDING LINE I --.-C• 1LL__ o° THE UNDERGROUND SANITARY / / g1}� 'o �f', (' ® - L77 SEWER LINE EASEMENT AGREEMENT AGE EAS _ __ +/ VOL.]4616,PG.97,D.R.T C.T. / �65' 1 a ���b• BY THIS PLAT 1x.73' \�,S6$°26 0� S `/ I N Ssp°04'00"E 1 �� �_ � L58 L59 \ \� LOT 3pX 1'r 40'DRAINAGE �� X8.94' ®2°31'50"E 454.3 - °,8'S4"E /}2A 2.828 ACRES �a POLYGON ENTERPRISES.f\C. -• - L=2625' ® ` ® / ( I �I STREET II I BYTIESPLLAT L=13.91' 280.45' N-50°46'49'E %4.87' ( 1.54 VOLUME 9339,PAGE 1071 \ L=6.92' ® � 4810 - �L41 11 ,y, =123.168 S.F. ��? D.RT.C.T. I OI ENCLAVE COURT TYPICAL LOT SETBACK ___ DETAIL ® N82°31'50" 11' 9 PARCEL 64,PART 1 c 11'341.5]' 18p.37� 151- a E 268.64 \ I I I CABINET A,SLIDE 10635,D.RT.C.T- TEMPORARY EASEMENT I a L=27.46' - ® ® S82°3150"E 4J L42 ?9°1413'" ?.5'ELECIt�[CEASEMENT - - - _ MATCHLINE - SEE PAGE 2 L=429.53',R=300.00' INST.#D211043543 n -�� _� ®3.28' 119.3]' S74'34'07"E / L35 L45 - / - A�82°02'06" BY THIS PLAT /- O.P.R.T.C.T. ^� L_OT 5 �� .-� -..,�- --P --- �"'- �� -' '-- �- -� �- �� N34057'32"/3 3.7T2'06" I ��---1i RO.W.DEDICATION �� FLOOD ZONE CLASSIFICATION Drafter: J.H.B. 20'SANITARY SEWER L66 /CABINET A,SLIDE 10635 This property lies within ZONE(S) AE & X of the Flood Draftcr/RevlSlOn: EASEMENT BY THIS PLAT L63 L69 D.R.T.C.T. Insurance Rate Map for Tarrant County, Texas and Drafter/Revision: L6s v LOT 13 Incorporated Areas, map no. 48439C0085K, dated Drafter/Revision: L$ L71 x a THE ENCLAVE VICINITY MAP September 25, 2009, via scaled map location and graphic Drafter/Revision: ° L' ca, CABINET A, SLIDE 10635 SCALE: 1"=2000' plotting and/or the National Flood Hazard Layer (NFHL) Drafter/Revision: MNs P.R.T.C.T. Web Map Service(WMS)at http://hazards.fema.gov. Drafter/Revision: CRS MONUMENTS/DATUMS/BEARING BASIS Line Data Table Line Data Table Line Data Table Curve Data Table S89°00'59"W - CRS/F 0 1/2"rebar stamped"JPH Land Surveying" set/found Line# Dunce Bearing Litre= Distance Bearing Lineµ Distance Bearing Curve# Arc Rsdiu, Delta Chord Bearing Chord 29.71' MNS/• 0 Mag nail&washer stamped"JPH Land Surveying" set/found RIGHT OF WAY LOT 1,BLOCK 2 Site benchmark(see vicinity map for general location) Ll 3 Q5' NOO'2713"W L26 8.92' S 15°02'28"W L47 93.86' S84°21'40"E Cl. 7.75' 100.00' 004.26'26" N79°0T55"E 7.75' VOL.ass-13z,PG-79 TBM $ SURVEYOR'S NOTES: �P.RT.C.T. DOVE ACRES a Coordinate values,if shown,are US-SyFt./TxCS,'83,NCZ T Elevations,if shown,are NAVD'88 L2 14816' N00=03'40"R' L27 51.00' 578006'42"E L48 18.25' N57151'17"E C2 28.47 ;51.80' 004=38'12" N7902013'E 28.46' VOL. 388-132,PG. 79 TBM 1 BM 2 ; 1. This survey was performed with the benefit of a commitment for title insurance provided by I I P.R.T.C.T. Bearings are based on grid north(T\CS,'83,NCZ) Alamo Title Insurance, ConuniUuent No 6000181600323, and GF Number L3 12034' N00 22'33"u' 1-28 25.59' S89158'09"E L49 8.6T N32°08-43"W C3 -16.71' 95.50' 028°01'20" S88°5512"E 46.24' All areas and distances are based on surface measurements. Combined scale factor:0.99984699.Convergence Angle 0°43'06". atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete L4 •7976' N89'3726'I L29 27.85' SO4044'04"E L50 27.55' 588°11'56"E C4 286.60' 243.01' 067=44.73" N50°Sa'13"E 270.28' i Lti'H,.iLl copies of the record description of the property, REVIE B : p p p pem', any record easements benefiting the L5 x',8'9' N05`4721"W L30 32.35' S26°10'40"W L51 12.49' S38-2503"E C5 213.79' 600 00' 020=24'55" S8501LT00"E 212.66' LEGEND OF ABBREVIATIONS property, the record easements or servitudes and cevenants affecting the property ("Record �r l 1 4' `NCLA.;E 4T US.SyFt. United States Survey Feet Documents"), documents of record referred to in the Record Documents, and any other L6 '72.2T 589 3---6"W 1-31 44.58' S40°33'45"R- L52 61.22' SOO:18'29"E C7 87.33' 2_x0 00' 020 00'50" S05°0702"W $6.$g' - TxCS,'83,NCZ Texas Coordinate System Of 1983,North Central Zone documents containing desired appropriate information affecting the property being surveyed ° ° ° o _ _ _ _ _ _ _ _ SITE L7 �Z_3.44' N52 0Z ITW L32 74.89' N89 3726"E L53 84.55' S76 3003"E C8 203.23' 350.00' 033 16'12" S11 3943"W 200.39' Q�IN AT Y NAVD'88 North American Vertical Datum of 1988 and to which the survey shall make reference were not provided to this surveyor for notation P.R.T.C.T. Plat Records of Tarrant County,Texas L8 59.90' N08-38.52-W L33 13.17 S21°45'11"E L54 5.02' S89041'31"W C9 413.22' =-50' 106'2-1'32" S24°54'26"E 356.35 rt PMEYI-66 t4 T Lq on the survey except for those items listed within Schedule B of said commitment � _ O.P.R.T.C.T. Official Public Records Of Tarrant Cotrrtty,Texas Therefore, easements, agreements, or other documents, either recorded, or unrecorded may L9 127.29' N81°21'f)S-E L34 34.2T S23°01'52"W L55 62.44' S71°06'27"W CIO 41.39' 300.00' 011 51'27" S84°0726-E 41.32' lE D.R.T.C.T. Deed Records of Tarrant Comity,Texas __ ___--_ lu&-'a�i- exist that affect the subject property that are not shown on this survey1' VOL/PG/INST# Volume/Page/Instrument Number Llo 90.96' N76°S4.42-E L35 229.90' N8203 1'50'W, L56 47.60' 500043'52"E C11 43.4T 200.00' 012:.713" N8304514"E 43.39' TOWN ENGINEER POB/POC Point of Beginning/Point Of Commencing 2. Site benchmark #E 1 is a mag nail set in concrete near the face of curb on the south end of L11 16.92' N 15°07-9-E 1.35 33.93' S74°5T32-E L57 102.41' S85028'43"E C12 334.72' 225 00' 085-14'05" S47021107-E 304.69' ` ESMTBL EasementBuilding Line median approximately 1366 feet south of the intersection of Davis Boulevard and Dove BFE Base Flood Elevation Graphically Depicted per FEMA Map Road The benchmark has the following values X=2,371,356-00'1 Y=7,039,974.15' (Texas L12 40.00' S7405-732"E L36 146.68' N67°03'35-W` L58 4.59 585°53'31"E C13 183.44' 360.00' 030 54'44" S10043,18"W 181..22' Tri-County Electric Cooperative approves the location and abandonment of the electric easements shown On FINAL PLAT ��W�.S.E.G.D. Water, Sewer,Electric,Gas and�buctB�ank- Easement Coordinate System of 1983,Central Zone) Z=675 07(NAVD'88) L13 14.36' S30°5Z0TE L36 31.49' N8903726-E L59 15.75 N72°04'20"E C14 81.29' 300.00' 023 1715" S38001'38'E 80.73' this plat OF Setback THE ESTATES OF Q UAIL ROLL O W 3. Site benchmark ##2 is a mag nail set approximately 40 feet east of the centerline of Dove L14 ;5.00' S74°5703-E L37 181.58' S67052WW L62 18.80' N43.47'33"E C15 67.96' 150.00' 025=5732" S39°21'46'E 67.38' road, said mag nail being approximately 225 north of the intersection of Hidden Sluing L15 35.00' N14'33'23"E L37 40.70' S00°22'5rE L63 59.19' N90�0000"E C17 43992' Sr LV- 050=2439 S7405735"E 425.86' a N d Court and Dove Road The benchmark has the following values X = 2,373,155 14'1 Y �}.I r_�_ eta g��-� PHASE II B 1-16 14.45' N31`1217"W 1.38 146.61' N52017WW L64 1631' N90-00'00"E C18 86.90' 513Oty 009 J2'20" N940461 6"E 86.80' ----------------- ------------- - =7,039,995 61' (Texas Coordinate System of 1983, North Central Zone) Z = 615 54' Tri-County Electric Representative Date BEING 4 (NAVD'SS) L17 78.54' N78°5524"E 1,38 5146' S38006'1rE L65 4.0,7 NWOO'00"W C19 141.93' 4600x-,' 020`19'50" S1103S16"E 141.19' WEST 68 823 ACRES ENGINEER L18 28.85' N38°5 'f I"E 1.39 243.52' 537°42'03`/' L66 67.79' N90=00'00"W C20 207.72' 2CKj.W' 059 3030" 508°0004"lt' 198.51' '{^ • DEOTTE,INC. 4- No easements will be allowed by separate instrument without written approval from the APPROVED BY THE TOWN COUNCIL OF WESTL Town of Westlake SITUATED IN • 420 JOHNSON RD. SUITE 303 1.19 66.72' N52°34'23"E 130 168.13' S5201756-F L67 10.00' S43 47'33"W C21 64-25' 25000' 01.3`43'28" S30°23'35"W 64.07 O; U KELLER,TEXAS 76248 ON THIS THE Z- DAY OF la ,201 1' : lrs of Charles M. Throop Survey, Abstract No. 1510 C 5. Easements shown within the bounds of this plat without recording Information are hereby L20 84.68' N87°2rv32"W L41 63.54' SI8°00'21-YE L68 10.00' N43-47'33"E C22 36.1.1' 3668xT 005 38'-36" N79`50'30"E 36.13' / 817.337.8899 Josiah Walker Survey, Abstract No. 1604 dedicated by this plat- y 0 100' 200' WWW.DEOT7E.COM L21 73.18' N49°21,%,,W L42 59-OT N18°00'20-W` L69 84.04' N90°00'00"E C23 39.37 80 5tY 028=01'20" S88°58'12"E 38.98' ATTEST: �0 6 "X-LOTS" are to be owned and maintained by the Homeowners Association for open space ° EXPCO William H. Martin Survey, Abstract No. 1068 L22 72.50' S70°3Z4I-W L43 17038' N67 52'O9"E L70 7.50' S00'59'21"E C24 48.91' 2.25.00' 012=2713" N83`4914'E 48.81' \� O� or street purposes. �� OLL D ALSO BEING A REPLAT OF LOT 1R BLOCK A POLYGON ENTERPRISES L23 139.68' S400Ol'13-W L44 141.10' S67003'35-E L71 80.9T N90'00'00"W C25 63.99' 1000.00' 003 39158" S24°20'41'W 63.98' ROLAND ARTHUR ESTATE ' , �] e' 7 Building lines/setbacks are shown but not labeled per the Town of Westlake- See typical MAYOR OWN CRETARY S u Scale: V= 100' 1755 DOVE RD. p P 1-24 37.00' S7205707"E L45 228.97' S8203I'S0'E L72 31' S33=4T33"W C26 78.76' 2.450.00' 018='03'03" S31°32 11"W 78.44' TOWN OF WESTLAKE WESTLAKE.TX 76262 building tine detail for setback information. CONTACT: ROLAND ARTHUR 1-25 15.02' 57405732"E L46 28.75' S48024.32•E C27 37.61' 30100` 071'50'18" S3501I'l8"W 35.20' APPROVED BY THE PLANNING & ZONING COMMISSION OF TARRANT COUNTY,TEXAS JPH Job No. 8 Setbacks shown hereon are subject to and superseded by the Town of Westlake Zoning 817.917.6042 Ordinance for the R-i District(Ordinance No 519,5,4-23-2007,section 102-124) c2$ 15.19' 3ix1-00' 002 53'06" N55 1807"/ 15.19' WESTLAKE,TEXAS ON THIS THE 7-E5-DAY OF A -2017. SHEET 1 OF 2 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT-dwg11 ©2017 JPH Land Surveying,Inc. -All Rights Reserved DEVELOPER C29 15-25' 400.00' 002 11'05" SIO'275'27"E 15.25 807 Bluebonnet Drive, Suite C Keller,Texas 76248 ELLIOTT CAPITAL Telephone(817)431-4971 www.jphlandsrtrveying.cont 935 W. DOVE ATTEST THIS PLAT IS FILED AS DOCUMENT NO. _ __ C30 265 300.00' 001°27'38" S57`28'S9"E 7.65' � ---------_----�- DATE__ TBPLS Firm#10019500#10194073 #10193867 SOUTHLAKE,TX 76092 C31 93.01' 300.00' 1017°45'46" N67-05'41"W 92.63' _ __-___�-� ___ ___.__ _ __ __ PREPARED ON:NOVEMBER 29,2016 DFW I Austin I Abilene 214.43 .3570 C AN T WN ARY _ MATCHLINE - SEE PAGE 1 STATE OF TEXAS § 16 SOUTH 88 degrees 15 minutes 43 seconds EAST,a distance of 215.60 feet to a 1/2 /� COUNTY OF § inch capped rebar stamped"JPH Land Surveying"set; NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: - T -- L7 --�-- / Q\ THE UNDERGROUND SANITARY \ENT / /69 321 o o THAT, Polygon L47 N �_ VOLERL 6 PG 97 DENTArREL / �65'�� $ I S� u653 WHEREAS Polygon Enterprises Inc. according to the deeds recorded in Volume 9339 17 NORTH 49 degrees 45 minutes 36 seconds EAST, a distance of 276.69 feet to a 1/2 Yon Enterprises, Inc., Roland Arthur, BeAnne Sisemore Arthur, and Quail Hollow }� 92 E 2 inch capped rebar stamped JPH Land Surveying set; Development II,LLC do hereby adopt this plat,designating the herein above described property as The DRAINAGE EAS Exr - - -� 15.73' x� Vy34 ° 6 s' Pae 1071 of the Deed Records of Tarrant County,Texas and Roland Arthur and BeAnne 1 L59 \/ �6s 2 LOT 30X d deed recorded d I 1 g H o o se o -•t-- g tY� Estates of Quail Hollow Phase II B and reserved for the Purposes indicated- The utility and fire lane I 880° Ls8 r 2.828 ACRES Sisemore Arthur according to the reCor a under Instrument Number D212058890 of SOUTH 85 degrees 28 minutes 43 seconds EAST, a distance of 353 97 feet to a 1/2 easements shall be open to the public,fire and police O4 00"g 148.94' '® 882°3I'50^E a \ Lr �8o Ig'S�"E /3 ZQ -�' ` p units,garbage and rubbish collection a I .�'DRAINAGE 1 L=26.25' ® � -� � �� / ±123,168 S.F. inch capped rebar stamped"JPH Land Surveying" gentles and I EASEMENT q N50°4649^E a4.aT 54 the Official Public Records of Tarrant Coma Texas and Quail Hollow Development II Yin set; the Public and Private utilities specifically approved by the Town of Westlake for the use of a articular L=13.91' ! PPe Pe BY THIS PLAT i 28L`,45' o �m 48.10'- L41 11�, p Comity, > Q p ' g P P P easement- The maintenance of paving or any other surfaces on the utility and fire lane easements is the L=6.92' N8� 31'50' \ 151.11 �� LLC according to the deed recorded under Instrument Number D217186862 of the Official 19 NORTH O1 degree 48 minutes 04 seconds EAST, a distance of 251.60 feet to a 1/2 sole responsibility of the property�° 'W 341.51' 180.37' L4211 E 268 g PARCEL 6a,PART 1 I ' _ _ _ 1479°14'39" Public Records of Tarrant County.Texas are the owners of that certain tract situated in the inch capped rebar stamped"JPH Land Surveying"set; P P P rtY °caner. No buildings, fences, trees, shrubs or other improvements or I a / L=zz46' = ®iso^C 31' growths shall be constructed,reconstructed or r placed upon,over or across the easements as shown. Said TEMPORARY EASEMENT a73.2s' 19, i 874°34'07^E 20. SOUTH 88 degrees 11 minutes 56 seconds EAST, a distance of 27.65 feet to a 1/2 easements being hereby reserved for mutual use and accommodation of INST-#D211043543 � I � _ Las us��,� � �� ���SS.o2° Heirs of Charles M. Throop Survey, Abstract No. 1510, the Josiah Walker Survey, ®� \ �`�s I `�b�� Abstract No. 1604, and the William H. Martin Survey, Abstract No. 1068 Town of inch capped rebar stamped "JPH Land Surveying" set at the beginning of a approved by the Town of Westlake Any public utility all public utilities specifically I O.P.R.T.C.T. ,_•, I LOT 5 - 'u _�' I 1.279 ACRES n \ s p tlhty specifically approved by the Town of Westlake to N 155,707 S.F. I Ia I \�6� ���~�179'14'39"Ei \\ 8\ 6�' Westlake, Tarrant County, Texas: the subject tract being more particularly described as non-tangent curve to the left, concave to the north, hay use a articular easement shall have the right to remove and keep removed all or part of any buildings, I \ \'4- follows: central angle of 132 degrees 36 minutes 27 seconds, a chord bearing of NORTH 72 fences,trees,shrubs or other improvements or growths which in any way may endanger' I / 82 5Q \ Y ger or interfere with LOT 13 �� a a degrees 16 minutes 35 seconds EAST,a distance of 99 81 feet; the construction maintenance,or efficient of its system on the easement and that public utility shall at IS'W.S.EG.D. 20'SANITARY SEWER \ `� ' I BY THIS PLAT \ 2.094 ACRES I °,�`I EASEMENT BY THIS PLAT � /� �s DRAINAGE EASEMENT ,�`? BEGINNING ata 1/2 inch capped rebar stamped"JPH Land Surveying"set on the east right of way y o r BY THIs PLAT "� of Davis Boulevard at the southwest comer of the Polygon Enterprises,Inc tract 21. Easters aloe the arc of said curve,an are length of 126.14 feet to a 1/2 inch capped fines have the right of ingress and egress to or from and upon the easement for the purpose of L 191,211 S.F. hall r` � LOT 12 ti yg rp y, g N 2.071 ACRES / oo constructing, o rebar stain ed JPH Land Surveying" set; reconstructing,inspecting, 99' 0 8t f / J' THENCE with the east right of way of Davis Boulevard, as deeded to the Town of Westlake p g g, patrolling,maintaining and adding to or removingall or art of p°09'56"w Z� c �" .� \ I oo 90,196 S.F. / / �',. g its system, subject to complying with all ordinances, rules, regulations and resolutions of the Town of - S$ �' o and Tarrant County,the followi calls: 22. SOUTH 70 de degrees 11 minutes 50 seconds EAST,a distance of 153.71 feet to a 1/2 M \ s L=10.36 °�, - s following g Westlake,Texas The Town of Westlake,Texas,and the public utility shall have the right of ingress and ° 20'SANITARY SEWER / g" g privateproperty M I \ L=39.6T � EASEMENT BY THIS PLAT q / 6` r'- inch capped rebar stamped JPH Land Surveyin set; egress t0 C \ 25.59' , ��'/ m 1 NORTH 00 degrees 27 minutes 13 seconds WEST,a distance of 3 95 feet to a 1/2 inch for the purpose of reading meters, maintenance and service required or Ordinarily performed by that utility. \ \ L-37.77 L=42 34' B W.S.EG.D v/ ; �� capped rebar stamped"JPH Land Surveying' set, 23 NORTH 78 degrees 55 minutes 24 seconds EAST, a distance of 78.54 feet to a 1!2 rAPRCX LOCATION \�9 OF SURVEY LINE 6, ` BY THIS PLAT capped pe oo LOT 4 P' \ 5'DRAINAGE EASEMENT w a 2 NORTH 00 degrees 03 minutes 40 seconds WEST,a distance of 148 76 feet to a 5/8 inch ca d rebar stamped JPH Land Surveying"set; Water main and wastewater easements shall also include additional area of working space for T, 0 1.292 ACRES \ \ BY THIS PLAT N construction and maintenance of the systems Additional area is also conveyed C-4 � I \ \ S1 \ / N inch capped rebar stamped"Carter&Burgess"found; 24 NORTH 38 degrees 52 minutes I 1 seconds EAST, a distance of 28.85 feet to a 1/2 for installation and N o 156,274 S.F. 00' L_ / LOT I 1 inch ca d rebar stain Y o I 1419°16'53'W 0 �� C,4 1�IE 16661 �/ 2.357 ACRES 1 m h PPe ped JPH Land Surveying set; maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services frons the 0 14.79' ,� ` 43.27, CIO Les CII O o SDE / fn 3 NORTH 00 degrees 22 minutes 33 seconds WEST,a distance of 120.34 feet to a 1/2 main to the curb or g A Z I 7.41' v o o p / 1102,652 S.F. \ 26.19' co determined b their locations asinstalled. of these additional easements herein ranted shall be BLOCK 2 0 °tl inch capped rebar stamped"JPH Land Surveying"set; 25 NORTH 02 degrees 03 minutes 48 seconds EAST,a distance of 187-43 feet to a I/2" Y -L-43.74' 51.Op_ ` �o� C 0 capped rebar stamped"JPH Land Surveying" found for the most northerly comer of p approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of L=33.94' \ r � y 4- NORTH 89 degrees 37 minutes 26 seconds EAST, a distance of 78.76 feet to a 1/2 This rat a L=19.16' Lot 1, Block 1, Roland Arthur Estate, recorded under Instrument Number Westlake,Tarrant County,Texas 25.59' � \ \ inch capped rebar stamped"JPH Land Surveying"set; 889°3726"W 326_25' L=16.01' _L=47 28, l 4 43-25' "E D210231152, Plat Records, Tarrant County, Texas, in a curve to the left, concave to _ o p 865°20'3 "W " / L=11.16' � _ 'COQ 8 c;�, W I q 14.79 L=45.01' '?1, d 81 sS�9"E 5- NORTH 05 degrees 47 minutes 21 seconds WEST, a distance of 68.79 feet to a 1/2 the northeast,having a radius of 541.28 feet,a central angle of 19 degrees 24 minutes a 7.41' rn/ \ �� i9 2 inch capped rebar stamped"JPH Land Surveying"set; 46 seconds, a chord bearing of SOUTH 27 degrees 53 minutes 49 seconds EAST, a I o LOT 3 ^a��^8 L�8.74' / LOT 3 y LOT 4 \ Q 1 / 4q 11 y'• 6 SOUTH 89 degrees 37 minutes 26 seconds WEST, a distance of 72.27 feet to a 1/2 chord distance of 18252 feet; 1k O o I 1.040 ACRES o5 1.197 ACRES \ 3 WITNESS,Illy hand this thcAay oY V-5� ----- --------------- _ 2017 I ±45,299 S.F. / '� ±52,147 S.F. 3/ 1.203 ACRES 1 /°6241" gp a inch capped rebar stamped"JPH Land Surveying set; 26 Southeasterly, along the are of said curve, an are length of 183 39 feet to a 1/2 inch -- - ' M y V.S.EG.D. °o ±52,408 S.F. capped rebar stamped"JPH Land Surveying" found at the most easterly comer of said M-�I I ti a o FY�Ils PLAT 0.67 = 7 NORTH 00 degrees 22 minutes 34 seconds WEST,a distance of 310.05 feet to a point L37 -garid L38 DRAINAGE EASEMENT // 'W m ',.- / � LOt 1,B10Ck 1; Y THIS PLA 'V 1 k 'x / '� ,., on the west side of a utilit••pole;_ �' BLOCK 9 o Q hur,President C 1J / 1 , ° 27 NORTH 52 degrees 34 minutes 23 seconds EAST, a distance of 66.72 feet to a 1/2 20.o L36 173.70' 4 " 1484'03' / 8- NORTH 00 degrees 22 minutes 58 seconds WEST,a distance of 683 31 feet to a 1/2 g " Polygon Enterprises,Inc. I 889137'261w 225.19' 31 W 261.04' i L=4.46' p.4 27'18 c!I inch capped rebar stamped"JPH Land Surveying" inch capped rebar stamped JPH Land Surveying" found on the northeast line of said 63 1 PPe P y� set, Polygon Enterprises, ^ 3 V 0 16"xV 3Y2 -� 27.85 BLOCK 3 g Inc.tract; STATE OF TE S ? v_ 2:)876°08' . 9- NORTH 52 degrees 02 minutes 17 seconds WEST, a distance of 23 44, feet to a I/2 �\ § f3 „ N I I / inch capped rebar stamped "JPH Land Surveying'- THENCE SOUTH 37 degrees 46 minutes 13 seconds EAST, with the northeast line of said COUNTY O �, w so, p ying'- set in a non-tangent curve to the § WEST SIDE OF „• „ Polygon Enterprises, Inc tract, a distance of 166-57 feet to a Ma nail with a metal I UTILITY POLE n a - _ LOT 10 - / left,concave to the southwest having a radius of 3,895 00,a central angle of 1 degree g LOT 2 ' a J \ LOT 2 3 0. Is W.s.EG.D.F ,°' washer stamped"JPH Land Surveying"found, 2.294 ACRES P YinS' BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared Roland 1.004 ACRES m 13.17 0.998 ACRES a a BY THIS PLAT °p' I =99.932 S.F. 36 minutes 34 seconds,a chord bearing of NORTH 07 degrees 50 minutes 34 seconds Arthur, President of Polygon Enterprises, Inc., known to me to be the person w ±43,720 S.F. 0 -43.452 S.F. C a WEST,a chord distance of 109 41 feet; THENCE SOUTH 50 degrees 37 minutes 13 seconds EAST, with the northeast line of said p hose name is I \ ° w LOT 5 n subscribed to the foregoing instrument and who acknowled ed to me that he executed the same for the °O I 13.17 0 \ N Polygon Enterprises,Inc tract a distance of 706-24 feet to a I/2 inch alwninuln capped g N I o a ,�, e 1.200 ACRES IU Northerly,along the arc of said curve,an are length of 109 41 feet to a 1/2 inch capped g � g � 20'DRAINAGE @.UTILITY � �. � � � ±52,282 S.F. / � �� PDTP rebar stamped"JPH Land Surveying found; ses and considerations expressed therein. rebar stamped'JPH Land Surveying set, ° EASEMENT By THIS PLAT der m1,hand and seal of offic 2017. o, THENCE SOUTH 00 degrees 59 minutes O1 second EAST, with the east line of the Poly on - a -- � •�---- 256-11'c a• � 32� o /� 11 NORTH 08 degrees 38 minutes 52 seconds WEST,a distance of 59 90 feet to a 12 Enterprises, Inc. tract, a distance of 670 21 feet to a Ma nail with washer stamped 2 N PUBLIC STATE OF TEXAS �^ N89037'26"E 258.48' - S$ L=7.33 o inch capped rebar stamped"JPH Land Surveying"set; g p C c c N83°25'32"W 2 v 15.08' / "JPH Land Surveying"set; -------- --_-- T.4 COMM.EXP.10/19/2018 I 01 25.16' 0 / THENCE Through the interior of the Polygon Enterprises,Inc tract,the following calls: Notary Pub ic, ate of Texas re oF�``� NOTARY ID 743638 5 THENCE Throughthe interior of the Polygon Ent <n . ° �� n 17.26' \ / g Enterprises,Inc. tract,the following calls: I 1S W.S.EG-D. ] .1 LOT 1 / : L=57.77 V q, /\ q9, / 1. NORTH 81 degrees 21 minutes 08 seconds EAST,a distance of 127 29 feet to a 1/2 N BY THIS PLAT '�, eV Il o LOT 1 0 1.002 ACRES / /b z inch capped rebar stamped"JPH Land Surveying" set in a curve to the left,concave to L SOUTH 89 degrees 00 minutes 59 seconds WEST, a distance of 29.71 feet to a 1/2 Q�`('/� O I ±43.655 S.F. ^� o y 60 inch capped rebar stamped " g" ginning of a WITNESS,our harlds,this thX%a 1.139 ACRES qo the northwest having a radius of 100 00 feet,a central angle of 4 degrees 26 minutes P Jnc Land Surveying" set at the be y of - --_- 12017. 26 seconds, a chord bearing of NORTH 79 degrees 07 minutes 55 seconds EAST, a non-tangent curve to the right,concave to the northeast,having a radius of 300 00 feet X49,635 S.F. � � � LOT 6 � - --- --------- -- N ° S46°31'0o'E h 1.205 ACRES \ g i c w 14 12' ---_ o / / ti b a central angle of 82 degrees 02 minutes 06 seconds, a chord bearing of NORTH 34 177,147 ST. �, �b chord distance of 7 75 feet; g degrees 57 minutes 32 seconds WEST,and a chord distance of 393 77 feet; EasterIN, along the arc of said curve, an arc length of 7 75 feet to a 1/2 inch capped - ------------- _--_- ----- _____________ ______ I L 14.01' o - 7 b' DRAINAGE EAs"0,r / 0 2 NORTHWESTERLY,along the are of the curve,an are length of 429.53 feet to a 1/2 BeAnne Sisemor Arthur 589°3726"W 259.61' L=162.84' ` / BY TIES PL1,T q rebar stamped"JPH Land Surveying" set; g Roland Arthur I PARCEL 264,PART 1 N84032'22"E / ; °"1 inch capped rebar stamped "JPH Land Surveying" set at the beginning of a reverse \ B W.S.EG.D. NORTH 76 degrees 54 minutes 42 seconds EAST, a distance of 90-96 feet to a 1/2 curve,concave to the southwest,having a radius of 100-00 feet,a central angle of 93 STATE OF INST.#D21104354 h O.P.R.T.C.T. L 6 N L32 Cls L=51.36' C1j 11`39' 17'24 BY THIS PLAT / CijN POLYGON E'�TERPRISES.INC. 3 1= o L=250.04' L,q L Ik9 0 VOLUME 9339,PAGE 1071 inch capped rebar stamped"JPH Land Surveying"set; degrees 24 minutes 03 seconds,a chord bearing of NORTH 40 degrees 38 minutes 30 COUNTY O S9 ^�• LOT 9 D.R.T.C.T. seconds WEST,and a chord distance of 145 56 feet, § L=84--86 to Ohio \ 2.335 ACRES / 4- NORTH 15 degrees 02 minutes 28 seconds EAST, a distance of 16.92 feet to a 1/2 I L4 _ - / e1 Ij v ±101,718 S.F. inch capped rebar stamped"JPH Land Surveying" set in a curve to the left concave to 3- NORTHWESTERLY,aloe the arc of the curve,an arc length of 163-02 feet to a 1/2 BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared Roland 9.94' oc �'Il, q,/ e PP P g g 15'W.SEG D. \ L�I� Kx o v /^ the north,having a radius of 351.80 feet,a central angle of 04 degrees 38 minutes 12 inch capped rebar stamped"JPH Land Surveying"set; I I BY THIS FLAT / ° g" crthur, known knowledged to me that he executed th same fome to be the person whose r the s suboc s nded t onside ations expressed thereinient and . L fi6.41',R-95.59 �� 94' 1826' ,/ seconds,a chord bearing of NORTH 79 degrees 20 minutes 13 secWnds EAST.a chord g g v"' ° /' 4- NORTH 87 degrees 20 minutes 32 seconds WEST,a distance of 84.68 feet to a 1/2 PSP P TRACT i c+� 4039°50'30" 800 4b'40'E distance of 28 46 feet; IN69°42'1 I"E-65.08' I ,, I \ L-6.06 f� 15.02' Inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent ven under n1y hand and seal of office this�.Yday of (�� 2017. POLYGON ENTERPRISES,G.300 BLOCK I /�,"' / \ °ry p / / 5 Northeasterly, along the arc of said curve, an are length of 28 47 feet to a 12 inch curve to the right,concave to the northeast, having a radius of 100 00 feet a central VOL.14573,PG.300 � � --- D.R.T.C.T. ^. PARCEL 64,PART 1 N v / capped rebar stamped"JPH Land Surveying" set at the beginning of a reverse curve to angle of 37 degrees 58 minutes 36 seconds,a chord bearing of NORTH 68 degrees 21 INST.# P R.T354 �^ W I LOT 2 •% ) -'----- 000 the right,concave to the southwest,having a radius of 95 50 feet,.3 central angle of 28 minutes 14 seconds WEST,and a chord distance of 65.07 feet; <>�Y PUB O.P.R.T.C.T. 5 B R ESS"CARTER LOT I I °G 1.406 ACRES /` _ - &j Al-225 S.F. ,� / \ r \ L-1 / degrees 01 minutes 20 seconds,a chord bearing of SOUTH 88 degrees 58 minutes 12 - --`--- - -- �� �e ANGELAWALDROP I I 1.599 ACRES F ' a r5' -_/ 5- NORTHWESTERLY, aloe the arc of the curve, an are length of 66 28 feet to a 1/2 Notary bh ,State of Texas o LOT 3 seconds EAST,a chord distance of 46 24 feet; g g NOTARY PUBLIC STATE OF TEXAS 169,653 S.F. c � ' I I " 1.365 ACRES s CRs - inch capped rebar stamped"JPH Land Surveying"set; N>9T ry MY COMM.EXP,10/19/2018 ±59,450 S.F. 6 Easterly, along the arc of said curve,an arc length of 46 71 feet to a 1/2 inch capped STATE O T S § FGF'P�1 NOTARY ID 743638.5 N CRs CFs „ 6- NORTH 49 degrees 21 minutes 56 seconds WEST,a distance of 73-18 feet; COUNTY 20•DRAINAGE EASEMENT CRS CRS L=40.29', R=182.50' rebar stamped"JPH Land Sun'eying set; § BY THIS PLAT C, n) �_ ° 7 SOUTH 39 degrees 41 minutes 14 seconds WEST,a distance of 730.05 feet; IV N84°21'18"NN A�12 38 55' 7 SOUTH 74 degrees 57 minutes 32 seconds EAST, a distance of 40 00 feet to a 12 BEFORE ME, the undersigned notary public, State of Texas,on this day personally appeared BeAnne _ 889°19'14"W-40.21' . p pp 85.18' inch capped rebar stamped"JPH Land Surveying'set-, 8 SOUTH 16 degrees 48 minutes 33 seconds WEST,a distance of 192.88 feet; Sisemore Arthur,known to me to be the person whose name is subscribed to the foregoing instrument c[ts 242 00 150.00' 268.16' - 8 SOUTH 30 degrees 52 minutes 07 seconds EAST, a distance of 14 36 feet to a I/2 9- SOUTH 70 d 32 minutes 41 seconds WEST,a distance of 72-50 feet; and who acknowledged to me that she exeuted the sal for a purposes a considerations expressed L1 889°56'32"W 660.1 CRS - - - - -_ - - ,VATERLINEEASEM�Z lie°REBAR"rPH 5 UTILITY EW117 ABINET A,PAGE 9212 inch capped rebar stamped"JPH Land Suneying'set; therein. P.O.B. L=73.31', R=132.50' CABINET�PAGE 91-1 PR-T.C.T. 10- SOUTH 12 degrees 45 minutes 37 seconds EAST,a distance of 153.88 feet; SRI SOUTHLAKE VILLAS LLC p�31°42'02" I APRT C T. 9 SOUTH 74 degrees 57 minutes 03 seconds EAST, a distance of 3500 feet to a 12 I under lily hand seal of office this,�Qiay of LL 2017. INST#D2 1 607453 1, O.P.R.T.C.T. s rITILITYEASEME'N•f 11- SOUTH 21 degrees 39 minutes 08 seconds WEST, a distance of 649.90 feet to a 1/2 --------- ------------ N68o301 T W 72.38 I�CABDIET A,PAGE 9212 inch capped rebar stamped"JPH Land Sun-eying'set: inch capped rebar stamped UPH Land Surveyin set in a non-tangent curve to the A PSB, ENGINEER OWNER r PRT CT I \ PP P g ao ANGELA WALDROP DEVELOPER BL•ILDINGSET13ACXIXN7E 10 NORTH 60 degrees 02 minutes 28 seconds EAST, a distance of 14 14 feet to a I/2 right, concave to the north, having a radius of 182-50 feet; a central angle of 12 ---------- ----------- - ------ * * NOTARY PUBLIC STATE OF TEXAS Notary Public tate of Texas MY COMM.EXP,10/19/2018 DEOTTE, INC. POLYGON ENTERPRISE ELLIOTT CAPITAL CABIIvErA PAGE4:12 inch ca rebar slam "JPH Land Surveying'set; degrees 38 minutes 55 seconds,a chord bearing of SOUTH 89 degrees 19 minutes 14 5 420 JOHNSON RD. SUITE 303 1755 DOVE RD. 935 W. DOVE PRT.C.T. \ PPS P� g" g g KELLER,TEXAS 76248 WESTLAKE,TX 76262 I I 11 NORTH 14 degrees 33 minutes 23 seconds EAST,a distance of 35 00 feet to a 12 seconds WEST,a chord distance of 40 21 feet; 9 'oF I*3P NOTARY ID-------- 817.337.8899 --- 5 817.337.8899 CONTACT: ROLAND ARTHUR SOUTHLAKE,TX 76092 WWW.DEOT FE.COM 817.917.6042 214.435.3570 \ inch capped rebar stamped"JPH Land Sun-eying"sex: 12- Westerly,along the are of said curve,an arc length of 40-29 feet to a 1/2 inch capped 12 NORTH 31 degrees 12 minutes 17 seconds WEST,a distance of 14 45 feet to a 12 rebar stamped"JPH Land Surveying" set; WITNESS,Inv hand, s t - - y° ---------- -------------------- MONUMENTS ----------U_'si 2017 MONUMENTS/DATUMS/BEARING BASIS inch capped rebar stamped "JPH Land Sun-eying" set in a non-tangent curve to the 13 NORTH 84 degrees 21 minutes 18 seconds WEST, a distance of 85-18 feet to a 1/2 CRS/F Q 1/2"rebar stamped"JPH Land Surveying" set/found left,concave to the west,having a radius of 517.50 feet,a central angle of 23 degrees inch capped rebar stamped"JPH Land Surveying" set in a curve to the right,concave Line Data Table Line Data Table Line Data Table Curve Data Table MNS/F p Mag nail&washer stamped"JPH Land Surveying" set/found 28 minutes 12 seconds,a chord bearing of NORTH 00 degrees 13 minutes 39 seconds to the northeast, having a radius of 132 50 feet, a central angle of 31 degrees 42 Qu 'I ollow Development II,LLC Pr a&Titie TBMSite benchmark(see vicinity map for general location) Line= Distance Bearing Line# Distance Bearing Line# Distance eanng Curve# Arc Radius Delta Chord Bearing Chord EAST,a chord distance of 210 50 feet; minutes 02 seconds, a chord bearing of NORTH 68 degrees 30 minutes 17 seconds Coordinate values,if shown,are US.S-yFt-ffxCS,'83,NCZ WEST,a chord distance of 72 38 feet; L1 3.95' N00°2713"W L26 8.92' S15`02'28"W L47 93.86' S84-21'40"E C1 7.75' 100.00' 004°26'26" N79'07'55"E 7.75' 1, Northerly,along the arc of said curve,an arc length of 211 98 feet to a 1/2 inch ca STATE OF TEXA Elevations,if shown,are NAVD'88 g Pl?� Bearings are based on grid north(TxCS,'83,NCZ) L2 148.76' N00"03'-30"W L27 51.00' S78°06'42"E L48 18.25' N57°51'17"E C2 28 4' 351.80' 004138'12" N79 20'1 3"E 28.46' rebar stamped"JPH Land Surveying"set; 14 Northwesterly, along the arc of said cure, an arc length of 73.31 feet to a 1/Z inch COUNTY OF All areas and distances are based on surface measurements. capped rebar stamped UPH Land Surveying" set: Combined scale factor: 0.99984692. Convergence Angle 0°43'06 L3 120.34' 1400'22'33"W 1-28 25.59' S89°58'09"E L49 8.6T N32-'08'43"W C3 46.71' 95.50' 028=01'20" S89-58'12"E 3624' 14 NORTH 1 1 degrees 28 minutes 27 seconds WEST,a dn-tance of 36 69 feet to a 1/2 „ inch capped rebar stamped "JPH Land Surveying" set at the beginning of a cure to 15. SOUTH 40 degrees 01 minute 13 seconds WEST, a distance of 139 68 feet to a 1/2 ORE ME, the ersi notary public, State of Texas, on this day personally appeared L4 78.76' N89°3T26'E L29 27.85' SO44 04"E L50 27.55' S88=11'56"E C4 28660' 24301' 067=34'23 N5050'13"E 270.28' LEGEND OF ABBREVIATIONS the right, concave to the east, having a radius of 232 50 feet, a central angle of 3 inch capped rebar stamped"JPH Land Sun'ey_ ing' set on the south line of the Polygon ��33 , authorized agent for Quail Hollow Development II, LLC, US.SyFt. United States Survey Feet L5 68.79' N05=4721"W L30 32.35' S26`10'40"W L51 12.49' S38"25'03"E C5 21;.79' 600.00' 020 24'55" S85 10'00"E 212.66' degrees 50 minutes 35 seconds,a chord bearing of NORTH 09 degrees 33 minutes 09 Enterprises,Inc tract-, known to me to be the person whose name is subs ked to the foregoing instrument and who acknowledged to me that he executed the same for the p ose and consider ions expressed therein. TxCS,'83,NCZ Texas Coordinate System of um o North Central Zone L6 72.27 S89=3726"W L31 44.58' S40°33'45"W L52 61.22' SOO 18'29"E C7 " NAVD'88 North American Vertical Datum of 1988 8".33' 250-00' 020=00'50 SU5=02'02"W 86.88' seconds WEST,a chord distance of 15.59 feet; THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST,with the south line of said Polygon under I _ hand and seal of office th _ 017 ' find my is�b day o P.R.T.C.T. Plat Records of Tarrant County,Texas L7 23.44' N52=02'17"W L32 74-89' N89°3726"E L53 84.55' S76°30'03"E C8 2)3.23' 350.x0' 033-16'12" SI 139'43"W 200.39' 15. Northerly,along the arc of said cun•e,an arc length of 15 59 feet,to a 12 inch capped Enterprises, Inc tract, a distance of 660 16 feet, returning to the POINT OF - u-S___-__-___-._'2 O.P.R.T.C.T. Official Public Records of Tarrant County,Texas L8 59.90' N08=3952"W 1.33 13-17 S21°45'11"E L54 5.07 S89-41'31"W C9 413.22' 222.50' 106 2.3'32" S24 54'26"E 356.35' rebar stamped"JPH Land Surveying"set; BEGINNING and enclosing 68.823 acres(±2,997,921 square feet). vP - ---- �'----- J e��"A UB4o ANGELA WALDROP D.R.T.C.T. Deed Records of Tarrant County,Texas Notary c,State of Texas NOTARY PUBLIC STATE OF TEXAS VOL/PG/INST# Volume/Page/Instrument Number L9 127.29' 1481'21'08"E L34 34.27 823°01'52"W L55 62.44' S71"06'27"W C10 41.39' 2t1�1.00' 011-51'27" S84`02'26'E 41.32' * POB/POC Point of Beginning/Point of Commencin L10 90.96' N76 54'42"E 1.35 229.90' N82°31'50"W L56 47.60' SOO 43'52"E C11 43.47 200.00' 012=27'13" N83 48'14"E 43.39' N9r cy MY COMM,EXP.10/19/2018 g r oP c�• NOTARY ID 743638.5 ESMTBL Easement/Building Line BFE Base Flood Elevation Graphically Depicted per FEMA Map L11 16.92' N15 02'28"E 1,35 33.93' S74°5732"E L57 102.41' S85 294YE C12 ,34.72' 225.00' 085=14'05" S47 21'07"E 304.69' W.S.E.G.D. Water, Sewer,Electric,Gas and Duct Bank Easement L12 40.00' S74�57'32"E L36 146.68' N67'03'35"W L58 4.59' S85:533111E C13 83.44' 340.00' 030=54'44" S10 43'18"W 181.22' VICINITY MAP FINAL PLAT Setback L13 14.36' S30=52107"E L36 31.49' N8903726"E L59 15.75' N72=04'20"E C14 81.27 200.00' 02317'15" S38 01'38"E 80.73' - OF SCALE: I' -2000' THE E O TES OF QTTAIL HOLEOW Surveyor's Certification L14 35.00' S74=57'03"E L37 181.58' S67052'09"W L62 18.80' N43473YE C15 67.96' 15000' 02557'32" S39'21'46"E 67.39 a N d L15 35.00, N14"33'23"E L37 40.70' SOO°22'58"E L63 59.19' NW,00'00"E C17 439.92' 500.00' 050=24'39" S74 52'35"E 425.86' I,Je►1rl Chadd, a Registered Professional Land Survevon m the State of Texas, PHASE II B hereby state.to the best of my knowledge and belief,this plat herebti represents �4 L16 14.45 N31-12117"W 1..38 146.61' N52°1T56"NA' L64 16.31' N9O'0000"E C18 86.90' 513.00' 009=•32'20" N84 46'16"E 86.80' an on-the-ground survey performed by me and corners are marked as indicated. Q BEING L17 78.54' N78=55124"E L38 51.46' S38°06'18'E L65 4.07- N90°00'00"R' C19 141.93' 400.00' 02019'50" S1135'16E 14L19' 68.823 ACRES ^� L18 28.85' 1438 52'11"E L39 243.52' 837°42'04"W L66 67.79 1490°00'00"a' C20 207.72' 200.00' 059 30'30" S08'00'04"W ]98.51' i Bn,LtF�EtrN� SITUATED IN L19 66.72' N52=34'23"E L40 168.13' S52°1T56"E L67 10.00' S43°4T33"R' C21 64.25' 250.00' 01443'28" S302-3'35"W 64.07 OF�T TBM I � OTBM 2 Heirs of Charles M. Throop Survey, Abstract No. 1510 ~ L20 84.68' N8720'32"W L41 63.54' S18°00'20'E L68 10.017 N43°4733"E C22 36.14' 366.80' 005`38'46" 1479 50'30"E 36.13' �ej� E Josiah Walker Survey, Abstract No. 1604 0 100 200 P: 010 • s �0 L21 73.18' N49'21'56"W L42 58.07 N18`00120'W L69 84.04' N90°00'00"E C23 39.37 80.50' 028-01'20" S88 58'12"E 38.98' ��Q ••�x f. William H. Martin Survey, Abstract No. 1068 �~fi L22 72.50' S70°32'41"V.' L43 170.38' N6T 52'09"E L70 7.50' SOO'59'21"E C24 48.91' 225.00' 0122T13" N83-48'14"E 48.81' �• •v , ,�1 AND ALSO BEING A REPEAT OF LOT 1 R, BLOCK A, e •�• S O (� Scale: 1"= 100' L23 139.68' 840°01'13"W 1.44 141.10' 867`03'35"E L71 80.97 N90 00'00"�' C25 63.99 1000.00' 003 39'58" S24 20'41"W 63.98 �� Q =r : ,.,� +:'E ROLAND ARTHUR ESTATE Jewel Chadd r 0'Z�� L24 37.00' S7257'07"E L45 228.97' S82.31'50"E L72 5.31' S434T33"11•' C26 78.76' 250.00' 018=03'03" S31 32'1 78.44' Registered Professional e,5x ( M SITEL. - - TOWN OF WESTLAKE Land Surveyor No 5754 �P c�''"d_q.1RL?Lr1 TARRANT COUNTY,TEXAS JPH Job No. L25 15.02' S74-57'32"1: L46 28.75' S48 24'32"E C27 37.61' 30-W 071 50'18" S35 11'18"W 35.20' � g ' Email:je«e1(a?jphls coin SHEET 2 OF 2 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT.dwg - Y Pr,1%+5A�1T tN C 2017 JPH Land Surveying,Inc. -All Rights Reserved C28 15.19' 300.00' 002-54'06" N55 18'0T'W 15.19 Date August 17,2017 - 807 Bluebonnet Drive,Suite C Keller,Texas 76248 C29 15.25 400.00 002 11'05" S10-25'27"E 15.25 '' THIS PLAT IS FILED AS DOCUMENT NO. DATE Telephone(817)431-4971 www.jphlandsurveymg.com `J �` -------------------- ____-_ TBPLS Firm#10019500#10194073 #10193867 C30 7.65' 300.00' 001°2738" s57°28'59"E 7.65' - PREPARED ON:NOVEMBER 29,2016 DFW I Austin I Abilene C31 1 93.01' 1 300.00' 017°45'46" N67°05'41"W 92.63' •COU11T ''•• TARRANT COUNTY TAX OFFICE RON WRIGHT cc: 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 817-884-1100 Tax Assessor-Collector taxoffice@tarrantcounty.com • ' tit In God We Trust TAX CERTIFICATE FOR ACCOUNT: 00004519418 DATE : 8114/2017 PAGE 1 OF 2 AD NUMBER: A1510 4 91 FEE : $10,00 CERTIFICATE NO: 71290093 PROPERTY DESCRIPTION COLLECTING AGENCY THROOP, CHARLES M SURVEY ABS RON WRIGHT TRACT 1510 TRACT 4 SCHOOL BOUN PO BOX 961018 DARY SPLIT FORT WORTH TX 76161-0018 0001755 DOVE RD 15.638 ACRES REQUESTED BY POLYGON ENTERPRISES INC PROPERTY OWNER POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762625924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein. The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection. Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 CITY OF WESTLAKE $0.00 2016 CITY OF WESTLAKE $0.00 2016 Tarrant County $0.00 2016 Tarrant County $0.00 2016 Tarrant County $0.00 2016 JPS HEALTH NETWORK $0.00 2016 JPS HEALTH NETWORK $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 CARROLL ISD $0.00 2016 CARROLL ISD $0.00 2016 CARROLL ISD $0.00 r •'couv TARRANT COUNTY TAX OFFICE RON WRIGHT 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 8I7-884-1100 Tax Assessor-Collector taxoffice @ tarrantc ounty.com ••�' �r In God We Trust TAX CERTIFICATE FOR ACCOUNT:00004519450 DATE: 8/14/2017 PAGE 1 OF 2 AD NUMBER: A1510 4 90 FEE:$10.00 CERTIFICATE NO: 71290092 PROPERTY DESCRIPTION COLLECTING AGENCY THROOP, CHARLES M SURVEY ABS RON WRIGHT TRACT 1510 TRACT 4 SCHOOL BOUN PO BOX 961018 DARY SPLIT FORT WORTH TX 76161-0018 0001755 DOVE RD 6.82 ACRES REQUESTED BY PROPERTY OWNER POLYGON ENTERPRISES INC POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762625924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein. The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection. Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 CITY OF WESTLAKE $0.00 2016 CITY OF WESTLAKE $0.00 2016 Tarrant County $0,00 2016 Tarrant County $0.00 2016 Tarrant County $0.00 2016 JPS HEALTH NETWORK $0.00 2016 JPS HEALTH NETWORK $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 TARRANT COUNTY COLLEGE $10.00 2016 KELLER ISD $0.00 2016 KELLER ISD $0.00 2016 KELLER ISD $0.00 i i COUIITT TARRANT COUNTY TAX OFFICE RON WRIGHT 0 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 817-884-1I00 Tax Assessor-Collector taxoffice@ tarrantcounty.com * •; In God We Trust TOTAL $0.00 ISSUED TO: POLYGON ENTERPRISES INC ACCOUNT NUMBER: 004519450 TOTAL CERTIFIEfl AX: $D.00 l 1 TARRANT COUNTY TAX OFFICE BY TARRANT COUNTY TAX OFFICE NOTE This property has an Agriculture Deferment Additional taxes will become due when the land use changes&the property is no longer in agricultural produc ion. coudY? •, x, TARRANT COUNTY TAX OFFICE RON WRIGHT to: 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 817-8$4-1100 Tax Assessor-Collector taxoffice@tarrantcounly.com • * - In God We Trust TOTAL $0.00 ISSUED TO : POLYGON-ENTERPRISES INC ACCOUNT NUMBE,t 00004519418 TOTAL CERTIFIEb TAX: $0.00 BY + n TARRANT COUNTY TAX OFFICE BY: ARRANT COUNTY TAX OFFICE LN Ov TEl TMs property has an AgricWwre Deferment Additional taxes will become due when the land use changes&the property is no longer in *cu Uu production. '4 COUNT TARRANT COUNTY TAX OFFICE A X 1. 4 RON WRIGHT r7; 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 817-884-I100 Tax Assessor-Collector taxoffice@tarrantcounty.com ••`'* ' • In God We Trust TAX CERTIFICATE FOR ACCOUNT: 00040269108 DATE: 8/14/2017 PAGE 1 OF 1 AD NUMBER: A1604 6G07 FEE: $10.00 CERTIFICATE NO: 71290089 PROPERTY DESCRIPTION COLLECTING AGENCY WALKER, JOSIAH SURVEY ABSTRA RON WRIGHT CT 1604 TRACT 6G07 PO BOX 961018 FORT WORTH TX 76161-0018 0002355 DOVE RD 0.47 ACRES REQUESTED BY POLYGON ENTERPRISES INC PROPERTY OWNER POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762626924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein. The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection. Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 Tarrant County $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 KELLER ISD $0.00 TOTAL $0.00 ISSUED TO: POLYGON ENTERPRISES INC ACCOUNT NUMBI R: 00040269108 TOTALERTIFIEI3 TAX, $0.00 e TARRANT COUNTY TAX OFFICE BY: TARRANT COUNTY TAX OFFICE covNT�,'. �t. TARRANT COUNTY TAX OFFICE RON WRIGHT ;H rno 100 E.Weatherford, Room 105 ° Fort Worth, Texas 76196-030I • 817-884-II00 Tax Assessor-Coilector taxoff ice @ tarrantcounty.com •°°' * °• In God We Trust TAX CERTIFICATE FOR ACCOUNT: 00041515285 DATE: 8!14/2017 PAGE 1 OF 1 AD NUMBER- A1510 4C FEE : $10.00 CERTIFICATE NO : 71290094 PROPERTY DESCRIPTION COLLECTING AGENCY THROOP, CHARLES M SURVEY ABS RON WRIGHT TRACT 1510 TRACT 4C PO BOX 961018 FORT WORTH TX 76161-0018 0001759 DOVE RD 9.74 ACRES REQUESTED BY POLYGON ENTERPRISES INC PROPERTY OWNER POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762625924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 Tarrant County $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 CARROLL ISD $0.00 TOTAL $0.00 ISSUED TO: POLYGON ENTERPRISES INC ACCOUNT NUMBER: 00041515285 TOTAL ERD TIFJ TAX: $0.00-. �' r i l3Y: 0VUL', TARRANT COUNTY TAX OFFICE f ' BY : TARRANT COUNTY TAX OFFICE Y ^ TE This property has an Agriculture Deferment Addirional taxes will become due when the land use changes&the property is no longer in agricultural production. rJA 'a �'• TARRANT COUNTY TAX OFFICE RON WRIGHT •-I co: 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 • 817-884-1100 Tax Assessor-Cotilector taxoffice @tarrantcounty.corn * 1n God We Trust TAX CERTIFICATE FOR ACCOUNT:00004506170 DATE: 8/1612017 PAGE 1 OF 1 AD NUMBER: A1068 1 90 FEE: $10.00 CERTIFICATE NO: 71298515 PROPERTY DESCRIPTION COLLECTING AGENCY MARTIN, WILLIAM H SURVEY ABS RON WRIGHT TRACT 1068 TRACT 1 SCHOOL BOUN PO BOX 961018 DARY SPLIT FORT WORTH TX 76161-0018 0001755 DOVE RD 14.297 ACRES REQUESTED BY POLYGON ENTERPRISES INC PROPERTY OWNER POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762625924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein. The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection. Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 Tarrant Countv $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 KELLER ISD $0.00 TOTAL $0.00 ISSUED TO: POLYGON ENTERPRISES INC ACCOUNT NUMB 00004506170 TOTA ERTIFI D TAX: $0.00 blla B i TARRANT COUNTY TAX OFFICE l BY: /" ARRANT COUNTY TAX OFFICE NOTE This property has an Agriculture Deferment Additional taxes will become due when the land use changes&the property is no longer in agricultural production. YY.'•�Y}.YY TARRANT COUNTY TAX OFFICE ' RON WRIGHT 4; 100 E.Weatherford,Room 105 • Fort Worth, Texas 76196-0301 817-884-1100 Tax Assessor-Collector taxoffice@tarrantcounty.com * '� In God We Trust TAX CERTIFICATE FOR ACCOUNT:00004506162 DATE: 8/16/2017 PAGE 1 OF 1 AD NUMBER: A1068 1 91 FEE: $10.00 CERTIFICATE NO: 71298514 PROPERTY DESCRIPTION COLLECTING AGENCY MARTIN, WILLIAM H SURVEY ABS RON WRIGHT TRACT 1068 TRACT 1 SCHOOL BOLIN PO BOX 961018 DARY SPLIT FORT WORTH TX 76161-0018 0001755 DOVE RD 65.42 ACRES REQUESTED BY POLYGON ENTERPRISES INC PROPERTY OWNER POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE TX 762625924 1755 DOVE RD WESTLAKE TX 762625924 This is to certify that the ad valorem records of the Tarrant County Tax Assessor-Collector reflect the tax, interest, and other statutory fees that have been assessed and are now due to the taxing entities and for the years set out below for the described property herein. The Tarrant County Tax Assessor-Collector makes no certification as to the amount of tax, penalty, interest, or other fees assessed by or due any taxing entity for the year or years for which the Tarrant County Tax Assessor-Collector did not have the statutory duty to collect or keep records of such collection. Additional taxes may become due on the described property, which are not reflected herein, if the said described property has or is receiving any special statutory valuations that may trigger tax rollback provisions. This certificate applies to ad valorem taxes only and does not apply to any special assessment levies. YEAR TAX UNIT AMOUNT DUE 2016 CITY OF WESTLAKE $0.00 2016 Tarrant County $0.00 2016 JPS HEALTH NETWORK $0.00 2016 TARRANT COUNTY COLLEGE $0.00 2016 CARROLL ISD $0.00 TOTAL $0.00 ISSUED TO: POLYGON ENTERPRISES INC ACCOUNT NUMBER00004506162 TOTAL CERTIFIEV TAX: $0.00 BY. TARRANT COUNTY TAX OFFICE BY: ARRANT COUNTY TAX OFFICE NOTA This property has an Agrieniture Deft Ad fionai taxes will become dtx when the land we cls&the property is no longer in , agncultural n.