Loading...
HomeMy WebLinkAboutRes 17-42 Approving Estates of Quail Hollow Phase 3 Final Plat TOWN OF WESTLAKE RESOLUTION 17-42 A RESOLUTION OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE, TEXAS, APPROVING THE FINAL PLAT FOR PHASE 3 OF THE QUAIL HOLLOW SUBDIVISION SHOWING 16 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 3 conforms with the Preliminary Plat of Quail Hollow; and WHEREAS, the development conforms with the goals and policies of the Town Comprehensive Plan and the Thoroughfare Plan incorporated therein; and WHEREAS,the Quail Hollow subdivision has a total of 96 residential lots; 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 November 13, 2017, does hereby approve the Final Plat for Phase 3 of the Estates of Quail Hollow subdivision, attached as Exhibit "A"with the following conditions: a. Original Tax Certificates shall be provided prior to approval per the Checklist. b. The plat needs to be sealed by a professional engineer or a registered land surveyor. c. The names of ALL property owners within 100 feet is required. d. The Town boundary must be clearly shown and labeled. e. Minimum font size must be 10 point. f. Clarify what sets the limits of the Variable Width Drainage Easement and the 100 Year flood plain. These easements must be tied to established lines. Resolution 17-42 Pagel of 3 EXHIBITS EXHIBIT A The Estates of Quail Hollow Phase 3 Final Plat Resolution 17-42 Page 3 of 3 g. The shading in Randol Mill Avenue (County Road 3035) needs to be lighter so that all text is legible. h. Provide the County in the preamble of the Metes and Bounds. 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. SECTION 4: That this resolution shall become effective from and after its date of passage. PASSED AND APPROVED ON THIS 27TH DAY OF NOVEMBER, 2017. ATTEST: Laura-L. Wheat, Mayor Kelly Edwa" s, Town Secretary o n homas E. Bry Manager APPROV 15 S T¢ RM: 0F BEST L. anton Lo Attorney TE X AS Resolution 17-42 Page 2 of 3 Hr01Y`-1Sj of CJ•�I a r-1l e'er ' r 1 rJh .�© r I STATE OF TEXAS § NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: SURVEYOR'S NOTES: VICINITY MAP �� �J-__gt J,gJ J JJJ LOT 1 BLOCK �� �� APPROXIMATE LIMITS SCALE: 1"=2000' SJu!,rw e��'j� A }r �� I r� r ,� r -� . L� of FLOOD ZONE AS COWGIRL RANCH STATES COUNTY OF § THAT, Polygon Enterprises, Inc., do hereby adopt this plat, designating the herein above 1. This survey was performed with the benefit of a commitment for title �'-Z J J ��-=�Ntr_p c N�� 1 S 1 6�� SCALED FROM FEMA SHAPEFILE APPROXIMATE LOCATION OF SURVEY LINE CIP _L, INST.#D211222665 described property as The Estates of Quail Hollow Phase III, an addition to the Town of insurance provided by Alamo Title Insurance, Commitment No. WHEREAS, Polygon Enterprises, Inc. according to the deed recorded in Volume 9339, Page 1071, - - - - - _ _ O.P.R.T.C.T. Westlake, Tarrant County, Texas and reserved for the purposes indicated. The utility and fire 6000181600323, and GF Number atd-18-6000181600323-SL effective 6�a% _ - - - - - _ of the Deed Records of Tarrant County, Texas is the owner of that certain tract situated in the lane easements shall be open to the public,fire and police units,garbage and rubbish collection March 31 2016 and issued April 15 2016. Complete copies of the record _ P P P g g P P p � � I'I'I I _ I rr f Ma o - - - w j j a r , r'-_1 ,� r i r 1 i. i rJ ;.r LOT 29 00� I William H. Martin Survey, Abstract No. 1068 Town of Westlake Tarrant County, Texas; the agencies and the public and private utilities specifically approved b the Town of Westlake for description of theproperty, an record easements benefiting the property, ..I�1-,-,7. _ '' --1 J , > tY> , g 11 P � P Y PP Y Y g p P rh', J JJJ JJJ JJ.__r�J��jJ�J Sl1jY'Ve A\ r ,� -1 ^ C3 titin LOT 2,BLOCK 1 b J�r aJC fr N�� 1 �s 8' �q L(,9 the use of a particular easement.The maintenance of paving or any other surfaces on the utility the record easements or servitudes and covenants affecting the property WILLIAM H.MARTIN NO. 1068subject tract being more particularly described as follows: and fire lane easements is the sole responsibility of the property owner. No buildings, fences, ("Record Documents" ,� ) documents of record referred to in the Record eEgt ��%f ADDITION e L� L70 CABINET A, SLIDE 3194 Beginning at a Mag nail with a metal washer stamped"JPH Land Surveying" set on the southeast trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed Documents, and any other documents containing desired appropriate ft TBM ' BLOCK 3 CIP ~// C26 �� BLOCK 3 upon,over or across the easements as shown. Said easements being hereby reserved for mutual information affecting the property being surveyed and to which the survey O.P.R.T.C.T. corner of the said Polygon Enterprises Inc. tract• use and accommodation of all public utilities specifically approved b the Town of Westlake. shall make reference were not provided to this surveyor for notation on the TBM (See Surveyor's note 3)y "'� I - - - - p p Y pp Y p Y LOT 29 LOT 29 (See surveyor's note 2) _ ._ Z 0 o� I THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST, with the south line of Polygon Any public utility specifically approved by the Town of Westlake to use a particular easement survey except for those items listed within Schedule B of said commitment. ��' odo LOT 2 I shall have the right to remove and keep removed all or part of any buildings, fences, trees, Therefore, easements, agreements, or other documents, either recorded, or \�DOVE RD 6'6 / R.o.w.DEDICATION Enterprises,Inc.,tract,a distance of 1392.59 feet to a set 1/2 inch capped rebar stamped r' I Ir_--__� Q '- 1.909 ACRES CABINET A,SLIDE 10635 shrubs or other improvements or growths which in any way may endanger or interfere with the unrecorded may exist that affect the subject property that are not shown on bg / r ��1�1 �s (83,154 S.F. I44 JPH Land Surveying"; construction maintenance, or efficiency of its system on the easement and that public utility this plat. o Enrciav�cr a C.4UB -JO LOT 1 shall at all times have the right of ingress and egress to or from and upon the easement for the Q'a J �� THE ENCLAVE THENCE through the interior of Polygon Enterprises,Inc.tract,the following calls: purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or 2. The site benchmark is a mag nail set in concrete near the face of curb on the w - MOCKINQBIRD IN ° BLOCK 3 M J -- N36 4921E 218.48 `IQf E 10635 removing all or art of its system, subject to complyingwith all ordinances rules regulations south end of median approximately 1366 feet south of the intersection of �7 1Z ° N � CABINET A, SLID g p y J gu SITE PHEASANTLN O 6'9;' F..� D.R.T.C.T. 1. NORTH 40 degrees O1 minutes 13 seconds EAST, a distance of 139.68 feet to a 1/2 and resolutions of the Town of Westlake,Texas. The Town of Westlake,Texas,and the public Davis Boulevard and Dove Road. The benchmark has the following values 2a sAN1T EASEMENT ° a0'BUILDING LINE l inch capped rebar stamped "JPH Land Surveying" set for the beginning of a X = 2,371,356.00'1 Y =7,039,974.15' (Texas Coordinate System of 1983, f' CIP ^ / sY THIS PLAT M--I pp P g g utility shall have the right of Ingress and egress to private property for the purpose of reading / Z (HATCHED AREA b 2� ` I~ meters maintenance and service required or ordinarily performed b that utility. Central Zone) Z = 675.07 (NAND 88). See vicinity map for general ) o� 1� I I non-tangent curve, concave to the north (curve to the left), having a radius of 132.50 q Y y location. L �Clp THE ESTATES OF ��` j g - - - - _ feet; Water main and wastewater easements shall also include additional area of working space for QUAIL HOLLOW ��q �6�8, LOT 3 C18 oG� ti s I 3. The site benchmark is a mag nail set approximately 40 feet east of the \ `�" � ENCLAVE COURT construction and maintenance of the systems.Additional area is also conveyed for installation PHASE IIB o / / / OG O I 2. Southeasterly,along said curve an arc length of 73.31 feet a chord bearing of SOUTH centerline of Dove road, said mag nail being approximately 225 north of FLOOD ZONE CLASSIFICATION 1.674 ACRES Y> g g ,( g and maintenance of manholes,cleanouts,fire hydrants,water services and wastewater services INSTN D217200079 VARIABLE WIDTH ±72,936 S.F. f CABINET A,SLIDE 10635,D.R.T.C.T. the intersection of Hidden Spring Court and Dove Road. The benchmark This property lies within ZONE(S) AE & X of the Flood <,\\ - - - - - 68 degrees 30 minutes 17 seconds EAST a chord distance of 72.38 feet) to a 1/2 inch from the main to the curb or pavement line.These additional easements herein granted shall be O.P.R.T.C.T. DRAINAGE EASEMENT V c[ L20 L30 ' ' ' ' Insurance Rate Map for Tarrant County, Texas and BY THIS PLAT s / I �o I determined by their locations as installed. has the following values X = 2,373,155.14 Y =7,039,995.61 (Texas ti Z capped rebar stamped JPH Land Surveying set at the end of said curve; Coordinate System of 1983,North Central Zone Z=615.54' AVD'88 Incorporated Areas, map no. 48439C0085K, dated LOT 30X �bti /� ss, J v.1b '� I R.O.W.DEDICATION This plat approved subject to all platting ordinances rules regulations, and resolutions of the Y ) ) 2�, 15'W.S.E.G.D. L31 b p pp J p g g See vicinity map for general location. September 25, 2009, via scaled map location and graphic � BY THIS PLAT\ / / ABINET A,SLIDE 10635 3. SOUTH 84 degrees 21 minutes 18 seconds EAST a distance of 85.18 feet to 1/2 inch -Ir L I D.R.T.C.T. Town of Westlake,Tarrant County,Texas. plotting and/or the National Flood Hazard Layer (NFHL) 1 / 4. No easements will be allowed by separate instrument without written 90 �h capped rebar stamped JPH Land Surveying set at the beginning of a non-tangent WITNESS,m hand this the da of o � L=16'.19' LOT 13 Web Map Service(WMS)at http://hazards.fema.gov. bb � is ��• � BLOCK 1 y Y Y 12017. approval from the Town of Westlake. FUTURE 100-YEARFLOODPL CIP v o „� 0 L27 L6 THE ENCLAVE curve,concave to the north(curve to the left),having a radius of 182.50 feet; LINE PER LOMR-F PROVIDED BY ^q ti v �-•-� L-1100CABINET A SLIDE 10635 5. Easements shown within the bounds of this plat without recording DEOTTE,INC.ON AUGUST 9,201 20'SANITARY SEWER G / / ' p g Drafter: P.L. (FEMA APPROVAL PENDING v EASEMENT ti� ^bD LOT 12 ^g L=7.65' 6s' P.R.T.C.T. 4. Easterly, along said curve, an arc length of 40.29 feet, (a chord bearing of NORTH 89 information are hereby dedicated by this plat. BY THIS PLAT 15'W.S.E.G.D. 1.709 ACRES Drafter/Revision: t, ) ph BY THIS PLAT ^� 1� b (HATCHED AREA C24 '�' � / ±74,466 S.F. �w�ti^ �`' degrees 19 minutes 14 seconds EAST a chord distance of 40.21 feet) to a 1/2 inch Drafter/Revision: q±' LOT 4 / / o j ��/� Polygon Enterprises,Inc. Print Name/Title 6. "X-LOTS" are to be owned and maintained by the Homeowners Drafter/Revision: CIP / c (MIN.F.F.-631.00') ti �a�� ��° capped rebar stamped JPH Land Surveying set at the end of said curve; Association for open space or street purposes. Drafter/Revision: N49°44'24"E SS8° 1.882 ACRES / L26 C z5'ELECTRIC EASEMENT 7. See typical building line detail for setback information. Setbacks shown 91.33' g8' ±82,000 S.F. ^/ 1S WATER EASEMENT 5 BY THIS PLAT 5. NORTH 21 degrees 39 minutes 08 seconds EAST a distance of 649.90 feet to a point typ g SSn a1� G~ \ BY THIS PLAT g II STATE OF TEXAS § ocOo I �38 q�' RIGHT OF WAY for corner in a pond; hereon are subject to and superseded by the Town of Westlake Zoning N / VOL.388-132,PG.79 p COUNTY OF § Ordinance for the R-1 District (Ordinance No. 519 5 4-23-2007 section Q, 6 / G $10 s L25 B THIS LA(TYPICAL) P.R.T.C.T. ' ' ' � I �y f6' L=21.57' s, BY THIS PLAT 102.124 W l6'' TORM DRAIN / ss �r L=18.80' N 6. NORTH 12 degrees 45 minutes 37 seconds WEST a distance of 153.88 feet to a point )' EASEMENT 8r� G�5 LOT 11 k ' MEAIVD LOT 11 `'� �* I BY THIS PLAT r L24 mss„ U 1.607 ACRES B� M �I ^o � � L=B.ba' LOT 1,BLOCK 2 for a corner in a pond; BEFORE ME, the undersigned notary public, State of Texas, on this day personally appeared 8. Interior lot corners are set 1/2" rebar stamped "JPH Land Surveying" °O APPROXIMATE LIMITS ±69,994 S.F. N o °d w ?� of FLOOD ZONE As LOT 1X \ \ w I I DOVE ACRES of Polygon Enterprises, Inc. known to me to be the person whose (CRS). IO b '-' �' SCALED FROM FEMA SHAPEFILE �� '�I' BLOCK 8 p5 \ 1 Tr �G m A .I o z //, \ � o N VOL. 388-132,PG. 79 7. NORTH 70 degrees 32 minutes 41 seconds EAST, a distance of 72.50 feet to a point name is subscribed to the foregoing instrument and who acknowledged to me that he executed 9. All centerline intersections are set Mag nail&washer stamped"JPH Land ��� �or°iooDTzovMIns )� Z CIP No LOT 5 L-47 5' N L cr4 L14 Y v� o P.R.T.C.T. for a corner in a pond; the same for the purposes and considerations expressed therein. `f8 \ SCALED FROM FEMA SHAPEFILE (MIN.F.F.=631.00') / 15'W.S.E.G.D. �,}' N �40'BUILDING LINE o Surveying (MNS). ClP 2' Il rr A BY THIS PLAT M Given under my hand and seal of office this day of 12017. 30.1$ Iq I 2.027 ACRES BY THIS PLAT >>. 816' Oxs I I ±88,317 S.F. h \2 C21 w I/r,REBAR 8. NORTH 16 degrees 48 minutes 35 seconds EAST, a distance of 192.88 feet to a point L CIP 000 MOCKINGBIRD for a corner in a pond; Curve Data Table 15'W.S.E.G.D. / =� ti LOT 9 O LOT 4 O BY THIS PLAT ti b L28 S 1.524 ACRES �_ a `"r VARIABLE wIDTx / / 169°3088„ °"1 44 / ±66,371 S.F. S6q°OS, o VOL.388-132,PG.79,P.R.T.C.T. 9. NORTH 39 degrees 41 minutes 14 seconds EAST, a distance of 730.05 feet to a point Curve# Arc Radius Delta Chord Bearing Chord r' DRAINAGE EASEMENT / E ~ / ti ^� IOn o - - - - - Notary Public,State of Texas 3 BY THIS PLAT 383.88' ��' b `' F 2 for a corner in a pond;ob• n 80 � p ; C1 73.31' 132.50' 031142'02" S68°30'17"E 72.38' BLOCK 1 2S. SURVEYOR'S CERTIFICATION: M 15'W.S.E.G.D. 10. SOUTH 49 degrees 21 minutes 56 seconds EAST,a distance of 73.18 feet to a 1/2 inch C2 40.29' 182.50' 012°38'55" N89°19'14"E 40.21' BLOCK 9 11) <r o / �f/BY THIS PLAT LOT 10 RIGHT OF WAY I, Robert W. Bryan, a Registered Professional Land Surveyor in the State of Texas, hereby N N1§/ / BLOCK 3 / '/ 2.014 ACRES voL.388-132,PG.79 capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent curve, state to the best of m knowledge and belief, this plat hereby represents an on-the-ground C3 66.28' 100.00' 037°58'36" 868°21'14"E 65.07' / be ° ±87,715 S.F. P.R.T.C.T. Y g p Y p W h �"1 survey performed b me or under m supervision and the roe corners are marked as ° " ° " ' a concave to the northeast(curve to the left),having a radius of 100.00 feet; Y P Y Y P property rh C4 163.02 100.00 093 24 03 840 38 30 E 145.$6 BLOCK 3 I CIP e/ l LOT 6 �ryi indicated. °h Q/ 2.206 ACRES ,� �` LOT 1,BLOCK 1 CS 429.53' 300.00' 082102'06" 834°5732"E 393.77' 32.75' ±96,104 S.F. �, .W / 6'63°I RIGHT OF WAY DEDICATION I DOVE ACRES 11. Southeasterly,along said curve,an arc length of 66.28 feet,(a chord bearing of SOUTH PRELIMINARY:THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE CIP �N/ ti / b ~ / I31 F BY THIS PLAT C6 84.91' 150.00' 032026'01" 868008'17"E 83.78' LOT 10 h� o'SANITARY SEWER °° ab 2Sp 36,609 SQUARE VOL. 388-132,PG. 79 68 degrees 21 minutes 14 seconds EAST, a chord distance of 65.07 feet),to a 1/2 inch AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY 9943 cRs ti EASEMENT ; - / 2S. Q ARE FEET M DOCUMENT. C7 79.64' 200.00' 022048'52" N84°14116"E 79.11' BY THIS PLAT $ N hb P.R.T.C.T. capped rebar stamped JPH Land Surveying set at the of said curve; LOT 5 N24°56'19"E (HATCHED AREA) / n -RELEASED FOR REVIEW ON 08/02/2017 46.04'�' �� SS AREA = 33.793 ACRES c8 63.98' 200.00' 018°19'46" N81°6'9'42"E 63.71' N86°24'12"W 12. SOUTH 87 degrees 20 minutes 32 seconds EAST,a distance of 84.68 feet to a 1/2 inch -RELEASED FOR REVIEW ON 08/10/2017 pO 6'68°2pSL3S� l ti 1" BAR - - - - - n n N o r " r � ±1,472,036 S.F. 413.20' C9 221.85 200.00 063'33'18" N59 2256E 210.65 842, ae cxs I BAR capped rebar stamped JPH Land Surveying set at the beginning of a tangent curve, RELEASED FOR REVIEW ON 11/06/2017 h a I LS2 h C10 50.92' 500.00' 005°50'05" N24141'15"E 50.90' /NET AREA- 32.9529 ACRES �� concave to the southwest(curve to the right),having a radius of 100.00 feet; Robert W.Bryan w ti~q/ 20'SANITARY SEWER y Registered Professional C11 82.41' 267.50' 017°39'05" 8770 13'21"E 82.08' W / EASEMENT / 1,435,426 SQUARE FEET JOHN KURECKA AND 13. Southeasterly, along said curve an arc length of 163.02 feet a chord bearing of 2 6 BY THIS PLAT / Y g g ( g Land Surveyor No. 5508 C12 354.89' 850.00' 023°55'18" N33°43'51"E 352.31' / N O °��,�/ (HATCHED AREA) v LOT 8 LOT 7 WIFE L.MARIE KURECKA 2.014 ACRES �� I SOUTH 40 degrees 38 minutes 30 seconds EAST a chord distance of 145.56 feet to a Email:robertb@jphls.com N O / L22 1.443 ACRES b Q / VOLUME 8290,PAGE 168 g ) C13 25.37' 54.50' 026°40'13" S72042'47"E 25.14' 4" ±62,846 S.F. ±87,730 S.F. �`' M 2.057 ACRES LI L\ ��, ao'BUILDINGLINE > D.R.T.C.T. 1/2 inch capped rebar stamped"JPH Land Surveying" set at the beginning of a reverse C14 92.21' 250.00' 021°07'56" N62°14'43"W 91.69' ±89,599 S.F. �' L41 1 1---77 _ BY THIS PLAT curve concave to the northeast(curve to the left) having a radius of 300.00 feet; LOT 6 kl q N°N /� 0 '02r L34 o� b� /r'REBAR TYPICAL LOT BUILDING LINE DETAIL C1$ 74.50' $4.50' 078°19'14" 560023'29"W 68.83' 0o CRs �� ti V AGE CII C13 l5'W.S.E.G.D.(TYPICAL) p� O 7 L Cj o L12 BY THIS PLAT ��' -,L - - - , C16 121.14' 54.50' 127121'32" N40°30126"E 97.70' 40 R 0 14. Southeasterly, along said curve an arc length of 429.53 feet (a chord bearing of oa CLI~ �3 _ SEE SURVEYORS NOTE#7 o� 40'BUILDING LINE � `� '1 T DED/AIDAGE N 10`' L=26.71' L-87 L38 M CAB] , 284 10'DRAINAGE SOUTH 34 de rees 57 minutes 32 seconds EAST a chord distance of 393.77 feet to a ° " ° " ' rV BY THIS PLAT •80' g ) C17 32.38 182.$0 010 09 57 N77 54 48 E 32.3425.00 ' `T' UTILITY EASEMENTLOT 1X P.R.T. G co S87 49'48"W 351.22' °~ CABINET A,PAGE 284 " " J L39 ° � // a 1/2 inch capped rebar stamped JPH Land Surveying"set at the end of said curve; r r ° r r r FUTURE -YE R FL DPL IN o S 8 co r\ BLOCK n� �v P.R.T.C.T. pp P Y g C 18 97.13 54.50 102'06'31" N74 13 35'W 84.77 LINE PER LOMR-F PROVIDED BY / 6 °203 n b iz ,��cb/ ` ? b // 'Y C�� LOT 1 BLOCK 1 C19 68.48' $4.50' 071°$9'19" S 18°43'30"W 64.06' DEOTTE,INC.ON AUGUST 9,2017 2 F 3 ,0 N \ L� �z5 UTILITY EASEMENT v� 4 ti 15. NORTH 89 degrees 00 minutes 59 seconds EAST, a distance of 29.71 feet to a Mag (FEMA APPROVAL PENDING) ql 76' GN Noq' / N / BY THIS PLAT 4� a���ti HILLWOOD ESTATES 1 ' 40'40'REAR BUILDING LINE 40'REAR BUILDING LINE ° ' 1 C29� / � CABINET A, SLIDE 284 nail with a metal washer stamped JPH Land Surveying set on the east line of Polygon w^ I o C20 126.07' 54.50' 132'32'04" N14 10 52'W 99.78 N \ O ti 4� I--I x �° as BUILDING LINE W / P.R.T.C.T. Enterprises Inc.tract(center line of Randol Mill Avenue) r--i o w w C21 52.41' 54.50' 055006'08" 879°38'14"W 50.42' LOT 9 qM LOT 8 / �N o>b/ /-BY THIS PLAT O LOT 6 �/ ~ V I E. �b ti 7 /2"REB Z o r " r rb 1.920 ACRES / N o~ 1.888 ACRES laxao' _ w C22 44.49 267.50' 009'31'47" N68 02 48 W 44.44 y o w SITE EASEMENT THENCE with east line of Polygon Enterprises,Inc.tract the following calls: F-+ O ^i ±82,239 S.F. Yg M 4I ±83,619 S.F. / 0 CABINET A,PAGE 284 g ti q q `' ryP.R.T.C.T. w A LOT d d LOT C23 93.87' 290.00' 018032'46" S08°17'01"W 93.46' �o LOT 4 o P.R.T.c.T. a � w r'REBAR" 6'Y" - 1. SOUTH 00 degrees 59 minutes 01 seconds EAST,a distance of 535.43 feet to a set 1/2 °M O 2.150 ACRES � a/ I� w I w C24* 20.08' 867.50' 001°19'35" S36°54'43"W 20.08' ±93,650 S.F. LOT 5 PHEASANT LANE inch capped rebar stamped"JPH Land Surveying"; 2 15'W.s.E.G.D. �' PP p o a o l / 4 N N C2$ 74.56' 290.00' 014 43'51" S24-55'20"W 74.35' BY THIS PLAT / 1.712 ACRES ° q / � � Q, cas �� CABINET A,SLIDE 284,P.R.T.C.T. rf O p s M ±74,575 S.F. - - - 2. SOUTH 32 degrees 16 minutes 01 seconds WEST a distance of 463.22 feet to a set 1/2 ,l ,7 r r o r " r 1/2"REBAR I w I C26 * 23.06 100.00 013012'38" S80 44 13 E 23.01 �8 // 9.58' L18 / Q W BLOCK 1 u' 0-SITEEASEMENT pp pSurveying"; inch capped rebar stamped"JPH Land A C27 54.42' 54.50' 057012'29" N30146126"W 52.18' L' �� �'� CABINET A,PAGE 2� L-29.97' / C8 L10 o o P.R.T.C.T. 41r FRONT BUILDING LINE 40'FRONT BUILDING LINE C28 62.26' $4.50' 06$°26'57" N30°33'16"E 58.93' LOT 1 BLOCK " E T1ON LOT 1 BLOCK 2 3. SOUTH 00 degrees 35 minutes 36 seconds EAST, a distance of 160.58 feet returning O o CABINET A,PAGE 284 LOT 3 ^5� C6 L2 2 L9 / o w N P.R.T.C.T. HILLWOOD ESTATES to the Point o Be innin and enclosing 33.793 acres ±1,472,036 square feet). C29 124.71' 54.50' 131°06'36" 851°09'57"E 99.23' 58.38 L43 z w f g g g ( q O L8 (1�p % L=241.26' 15'W.S.E.G.D. I" CABINET A, SLIDE 284 C30 197.45' 350.00' 032°19'20" S16007'35"W 194.84' v L, o ,�� BYTHISFLAT STREET SIDE bh \4.31, C7 / LOT 14X �� a F ¢H P.R.T.C.T. -L45 _ L 61j 0.803 of AN ACRE aI w a UTILITY� ASEMENT *C24&C26 IS FOR 20' SANITARY SEWER EASEMENT ±3$,000 S.F. 5/8"REBAR"HUI T ZOLLARS" 5/8"REBAR"HUITT ZOLLARS" 27.97 620.82' ON LINE AT 852.6 289.34' ONLINE AT 322.62' 339.90' 114.57'1 10-1 m CABINET A_PAGE 284 -� PR.T.c.T. X:2372250.55' S89056'32"W 1392.59' I 'REBAR Ick - - Y:7037043.81' 5'UTILITY EASEMENT 15' WATERLINE EASEMENT COMMON ACCESS,UTILITY, J JITREBAR CABINET A,PAGE 9212 LANDSCAPE AND DRAINAGE P. .B. CABINET A,PAGE 9212 LOT 2 EASEMENT(VARIABLE WIDTH) MN 20'DRAINAGE& P.R.T.C.T. P.R.T.C.T.---. LOT 1 -yl- _` CABINET.T PAGE 9212 X:2 73643.13' UTILITY EASEMENT LOT 3 *LINES 46 THRU 70 ARE FOR IJ 5'UTILITY EASEMENT I I � P.R.T.C.T. Y:7 37045.14' CABINET A,PAGE 2815 SRI SOUTHLAKE CABINET A,PAGE 9212 LOT 4 \ ND OL I P.R.T.C.T. BLOCK 1 THE 20' SANITARY SEWER EASEMENT VILLAS LLC P. BUILDINGTSETBACKA7PE212 I MILD 4IN I I REGAL OAKS ADDITION INST.#D216074531 CABINET PAGE 9212- a I I CABINET A, SLIDE 2815 P.R.T.C.T. l- a w I l Line Data Table Line Data Table Line Data Table O.P.R.T.C.T. BLOCK 1 I LOT 3 AVENUE� LIQ�" I I °W I I�2o'B.L. P.R.T.C.T. SADDLE CREEK ESTATES \ BUILDING SETBACK LINE m o H ¢¢ I CABINET A,PAGE 2815 T I Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing c� x ° P.R.T.C.T. ENGINEER OWNER CABINET A, SLIDE 9212 I CABINET A,PAGE 92 \ �zwlF A¢ I LOT 2 \ q w LOT 1 L1 139.68' N40°01'13'E L21 49.61' N68°23'49"W L41 14.45' N67°50'56"E DEOTTE,INC. POLYGON ENTERPRISES DEVELOPER P.R.T.C.T. A F H P.R.T.C.T. ]¢ 3 E 10'PRIVATELANDSCAPEEASEMENT 420 JOHNSON RD. SUITE 303 ce L2 8$.18' S84°21'18"E L22 14.12' N23°18'48"W L42 99.56' N29°58'39"W 1755 DOVE RD. ELLIOTT CAPITAL ` a a CABINET A,PAGEzsls KELLER TEXAS 76248 WESTLAKE, TX 76262 935 W. DOVE RD. 10- P.R.T.C.T. r r o r n ' I I \ I L3 72.50' N70-32141"E L23 71.34 S21-46'12"W L43 49.81 N88 5025 W 817.337.8899 CONTACT: ROLAND ARTHUR SOUTHLAKE,TX 76092 MONUMENTS/DATUMS/BEARING BASIS L4 73.18' S49021'56"E L24 13.26' N79°51'10"E L44 105.93' S72149'50"W WWW.DEOTTE.COM 817.917.6042 214.435.3570 CRS/F O 1/2"rebar stamped"JPH Land Surveying"set/found L5 84.68' S87°20'32"E L2$ 24.17' S72027'33"W L45 8$.18' N84021'18"W MNS/F O Mag nail&washer stamped"JPH Land Surveying" set/found c7' N d TBM �Site benchmark(see vicinity map for general location) L6 29.71' N89°00'59"E L26 14.61' N08°35'36"W L46* 70.35' 874°49'54"W CIP Corner in Pond-Not Set REVIEWED BY: L7 160.58' S00°35'36"E L27 16.98' N77034'16"E L47* 1$4.84' S2903$'46"W T Q Monuments are found if not marked CRS or MNS. FINAL PLAT Coordinate values,if shown,are US.SyFt./TxCS,'83,NCZ APPROVED BY THE TOWN COUNCIL OF WESTLAKE,TEXAS L8 85.18' 884°21'18"E L28 8.20' N72°48'41"W L48* 206.11' 840°05'00"W \ / Elevations,if shown,are NAVD'88 ON THIS THE DAY OF 2017. ° " ° " ° Line Data Table OF L9 105.93 N72 49 50 E L29 63.26 800 59 21 E L49* 204.1 T 847 53'28"E _ Bearings are based on grid north(TxCS,'83,NCZ) TOWN ATTORNEY THE ESTA TES OF Q UAIL ROLL O W U All areas and distances are based on surface measurements. L10 49.81' S88°50'25"E L30 118.37' S55°15'44"W L50* 205.57' N47°53'28"W Line# Distance Bearing Combined scale factor: 0.99984692.Convergence Angle 0°43'06". ATTEST: PHASE III / \ � L11 77.16' S68°23'49"E L31 16.56' 811°34'33"W L51* 253.78' 841°41'40"W L61 * 178.20' N40°24'58"E 0 100' 200' LEGEND OF ABBREVIATIONS L12 90.76' S86°02'54"E L32 116.46' S15°45'53"W L52* 185.74' S07°41'12"W L62* 113.10' N12°03'35"E BEING US.SyFt. United States Survey Feet MAYOR TOWN SECRETARY TOWN ENGINEER L13 37.00 S03 5706 W L33 95.00' S30 37'19"W L53* 177.24' S18 46'31"W L63* 68.51 N34 0344E 33 .793 ACRE S r ° r u ° ° r ° r n TxCS,'83,NCZ Texas Coordinate System of 1983,North Central Zone ' L14 8.20' S72°48'41"E L34 90.76' N86°02'54"W L54* 56.81' S34°03'44"W ° ey NAVD 88 North American Vertical Datum of 1988 L65* 172.61' N18 46'31"E SITUATED IN S Ll\ Scale: 1"= 100' P.R.T.C.T. Plat Records of Tarrant County,Texas L15 37.00' N17011'19"E L35 155.11' N51040'45"W L55* 209.32' S68°20'52"E L65* 189.9]' N07°41'12"E William H. Martin Survey, Abstract No. 1068 O.P.R.T.C.T. Official Public Records of Tarrant County,Texas APPROVED BY THE PLANNING & ZONING COMMISSION OF Tri-County Electric Cooperative approves the location TOWN OF WESTLAKE L16 60.81' N45141'30"E L36 112.00' S32017'15"W L56* 20.00' S21046'12"W L66* 269.83' N41141'40"E JPH Job No. D.R.T.C.T. Deed Records of Tarrant County,Texas and abandonment of the electric easements shown on TARRANT COUNTY,TEXAS VOL/PG/INST# Volume/Pa a/Instrument Number WESTLAKE,TEXAS ON THIS THE DAY OF 52017. this plat L17 10$.93' S72049'$0"W L37 84.92' S00°02'05"E L57* 209.89' N68120'52"W L67* 213.79' N40°05'00"E 2016.200.001 Quail Hollow,Westlake-Phase III FINAL PLAT.dwg g ©2017 JPH Land Surveying,Inc. -All Rights Reserved P.O.B./P.O.C. Point of Beginning/Point of Commencing L18 49.81' S88°50125"E L38 12.08' S3301 1'52"E L58* 104.38' S12°03'35"W L68* 161.33' N29°35'46"E SHEET 1 OF 1 807 Bluebonnet Drive Suite C Keller Texas 76248 ESMT/BL Easement/Building Line ATTEST: ' L19 75.69' S27°36'18"W L39 29.86' S86°02'54"E L59* 183.26' S40°24'58"W L69* 25.13' N74°49'54"E Telephone(817)431-4971 www.jphlandsurveying.com BFE Base Flood Elevation Graphically Depicted per FEMA Map THIS PLAT IS FILED AS INSTRUMENT NO. DATE TBPLS Firm#10019500#10194073 #10193867 W.S.E.G.D. Water, Sewer,Electric, Gas and Duct Bank Easement L20 2.01' N44°18'30"W L40 49.96' 868023'49"E L60* 20.00' N49°35'02"W L70* 34.25' 887020'32"E DFW I Austin I Abilene Building Line CHAIRMAN TOWN SECRETARY Tri-County Electric Representative Date PREPARED ON: JULY 24,2017 Resolution 17-42 MIN. F.F. Minimum Finished Floor Elevation 2016.200.001 Quail.Hallow, Westlake . Phase III CLOSURE Name: Phase III Closure Report North: 7037045.21' East: 23736+13.X4' Segment#1 : Line Course' S89°56'32"W Length= 1392.59' North: 7037043.81' East: 2372250.55' Segment#2 : Line Course-' N40001'13"E Length: 139.68' North: 7037150.78' East, 2372340.37' Segment#3 = Curve Length: 73.31' Radius: 132.50' Delta: 31°42'02" Tangent: 37.62' Chord: 72.38' Course: S680301171IL' Course In: N3720'44"E Course Out: S05038'42"W RP North: 7037256.12' East: 2372420.75' End North: 7037124.26' East: 2372407.72' Segment#4 : Line Page 1 Resolution 17-42 2016.200.001 Quail Hollow, Westlake . Phase III CLOSURE Course: 584021'16"E Length. 85.18' North: 7037115.88' East: 2372492.49' Segment#5 ' Curve Length=40.29' Radius: 182.50' Delta' 12°38'55" Tangent: 20.23' Chord: 40.21' Course=N89°19'14"E Course In: N05'3$142"E Course Out: 807°00113"E RP North: 7037297.49' East: 2372510.44' End North: 7037116.36' East:2372632.69' Segment#6 : Line Course. N21°39'08"E Length: 649.90' North: 7037720.40' East: 2372772.49' Segment#7 - Line Course: N12°45'37"W Length: 153.88' North: 7037870.48' East' 2372738.50' Page 2 Resolution 17-42 20M200.001 Quail Ilollow, Westlake - Phaee III CLOSURE Segment##$ : Line Course=N70°32'41"E Length: 72.50' North: 7037894.63' East: 2372806.86' Segment#9 : Line Course: N16°48'35"E Length: 192.88' North: 7038079.26' East: 2372862.64' Segment#10 : Line Course: N39°41'14"E Length.' 730.05' North. 7038641.07' East: 2373328.85' Segment#11 : Line Course: S49"21'56% Length: 73.18' North: 7038593.41' Eaet: 2373384.38' Segment#12 : Curve Page 3 Resolution 17-42 2016.200.001 Quail Hollow, 'Westlake - Phase III CLOSURE Length: 66.28' Radius: 100,00' Delta: 37°5$'36" Tangent= 34.41' Chord: 65.07' Course. S68°21'14"E Course In: N40°38'04"E Course Out:S02°39'28"W RP North: 7038669.30' East: 2373449.50' End North: 7038569.41' East.' 2373444.86' Segment#13 : Line Course: S57°20'32"E Length: 54.68' North.' 7038,565.45' East: 2373529.45' Segment#14 : Curve Length: 163.02' Radius: 100.00' Delta: 93°24'03" Tangent: 106.12' Chord: 145.56' Course: S40°35'30"E Course In: S02039'28"W Course Out: 883°516129"E RP North: 7035465,5$' East: 2373524.81' End North: 7038455.03' East: 2373624.26' Segment#15 : Curve Page 4 Resolution 17-42 2016.200.001 Quail follow, Westlake - Phase III CLOSURE Length: 429.53' Radius: 300.00' Delta: 82°02'06" Tangent: 260.95' Chord: 393.77' Course: S34°57'32"E Course In: S83056'29"E Course Out: S14001'26"W RP North: 7038423.37' East: 2373922.58' End North: 7038132.31' East: 2373849.88' Segment#16 : Line Course: N89°00'59"E Length: 29.71' North: 7038132.82' East: 2373879.59' Segment#17 Line Course: S00059'01"E Length: 535.43'. •' North.' 7087597.47' East: 2373888.78' Segment#18 : Line Course: S32°16'01"W Length= 463.22' North: 7037205.79' East: 2373641.48' Wage 5 Resolution 17-42 2016.200,001 Quail Hollow, Westlake - Phase III CLOSURE Segment 419 : Line Course: S00085'86"E Length. 160.58' North: 7037045.21' East'2373643.15' Perimeter: 5535.88' Area: 35.798aores(#1,472,036 square feet). Error Closure: 0.01 Course-'NB5°07'59"E Error North: 0,001 East: 0.008 Precision X: 548045,00 0 ...� WYAt� ... i ...••`:••• . ••"+5509 t'�' SUp Page 6 Resolution 17-42 n Hdtbv) MARY LOUISE GARCIA �� COUNTY CLERK = 100 West Weatherford Fort Worth,TX 76196-0401 r _ r • '•'''�*•'""�• PHONE (817) 884-1195 POLYGON ENTERPRISES INC 1755 DOVE RD WESTLAKE, TX 76262 Submitter: POLYGON ENTERPRISES INC DO NOT DESTROY WARNING - THIS IS PART OF THE OFFICIAL RECORD. Filed For Registration: 12/18/2017 1:39 PM Instrument##: D217289993 PLAT A 6 PGS $77.00 By: U D217289993 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 3 Final Plat Res 17-42 WT. i t, 1 t LOT 1,BLOCK A STATE OF TEXAS § NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: SURVEYOR'S NOTES: VICINITY MAP -�--' � � � raav 8,� APPROXRdATEL1MITS I COWGIRL RANCH STATES . 'il ,i��� -b atr �6 L,-OF FLOOD zoxEAs INST.#D211222665 COUNTY Of TARRANT § THAT, Polygon Enterprises, Inc, do hereby adopt this plat, designating the herein above 1 This survey was performed with the benefit of a commitment for title SCALE: V=2000' J _-" -� �� 2.�, r SCALED FROMFEelAsxAPEFIIE O.P.R.T.C.T. described property as The Estates of Quail Hollow Phase III, an addition to the Town of insurance provided b .AP.ROXty4:y rE I()CATION OF SURVEY UNF CIP AAMIR ZUBERI AND NADIA ZUBERI WHEREAS,Polygon Enterprises,Inc. according to the deed recorded in Volume 9339,Page 1071, P y Alamo Title Insurance, Commitment No - - (PER APPRAISAL DISTRICT) of the Deed Records of Tarrant County,Texas is the owner of that certain tract situated Westlake, Tarrant County,Texas and reserved for the purposes indicated. The utility and fire 6000181600323, and GF Number aid-18-6000181600323-SL effective DOVE RD" w� TURE100-YEAR FLO(-)DPLA1N OWN OF WESTLAKE - - in the William H. Martin Survey, Abstract No 1068, Town of Westlake, Tarrant lane easements shall be open to the public,fire and police units,garbage and rubbish collection March 31, 2016 and issued April 15, 2016. Complete copies of the record UH IL ' a-• s !, �" ,v0 E- ti°�zi4 INE PER DEOTTE,INC. I CITY OF SOUTNT•AKR LOT 2,BLOCK i agencies and the public and private utilities specifically approved by the Town of Westlake for description of theproperty, (D ) C3 L70 �° WILLIAM H. County,Texas;the subject tract being more particularly described as follows: p any record easements benefiting the property, N AUGUST 9,2017 I MARTIN NO. 1068 ADDITION the use of a particular easement_The maintenance of paving or any other surfaces on the utility the record easements or servitudes and covenants affecting the property ti L69 FEMA APPROVAL PENDING) CABINET A,SLIDE 3194 Beginning at a Mag nail with a metal washer stamped JPH Land Surveying set on the southeast and fire lane easements is the sole responsibility of the property owner. No buildings,fences, ("Record Documents"), documents of record referred to in the Record L46 I O.P-R.T.C.T. corner of the said Polygon Enterprises,Inc.,tract; trees, shrubs or other improvements or growths shall be constructed, reconstructed or placed Documents, and any other documents containing desired appropriate `=r; BLOCK 3 CIP N25022'31"E /// p C� BLOCK -3 ASLAM KHAN AND u over or across the easements as shown. Said easements being hereby reserved for mutual information affecting the property being surveyed and to which the survey OTBM 162.24' / C�6 HILDA KHAN,(PER APPRAISAL DISTRICT) �� {� (D.E.) I - - - - iTHENCE SOUTH 89 degrees 56 minutes 32 seconds WEST, with the south line of Polygon use and accommodation of all public utilities specifically approved by the Town of Westlake. shall make reference were not provided to this surveyor for notation on the I.(}T 29 c TBM (see surveyor's note 3) - ! °� TOT,} ( W Enterprises,Inc.,tract a distance of 1392.59 feet to a set 1!2 inch capped rebar stamped Any Public utility specifically approved by the Town of Westlake to use a particular easement survey except for those items listed within Schedule B of said commitment CID shall have the right to remove and keep removed all or part of any buildings, fences, trees, Therefore, easements, agreements,or other documents,either recorded, or (see surveyor's note 2) r�� ti/v /ti° LOT 2 I Ro.w.DEDICATION 1 "JPH Land Surveying"; shrubs or other improvements or growths which in any way may endanger or interfere with the unrecorded may exist that affect the subject property that are DL7Yt .�+.' �1 ..P6 1.909 ACRES ABINETA,SLIDE 10635 D.R.T.C.T. J p pe not shown on v �C, ±83,154 S.F. I construction maintenance, or efficiency of its system on the easement and that public utility LOT 1 THENCE through the interior of Polygon Enterprises,Inc_tract,the following calls: P tv this plat- LOT_ jENZLAtjf Ct �" ° shall at all times have the right of ingress and egress to or from and upon the easement for the E r ti. - _ �o N36 49 21"E THE ENCLAVE ' ©L.Ll- ^' 218.48' 1Af° �„ CABINET A,SLIDE 10635 1 NORTH 40 degrees O 1 minutes 13 seconds EAST, a distance of 139 68 feet to a 1/2 Purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or 2. The site benchmark is a mag nail set in concrete near the face of curb on the 4 _ MOCk7NGSIRD LN (D.E.) . QUAIL HOLLOW M south end of median approximately 13 9 N DEVELOPMENT IL LLC 1 DR-T.0-T- removing all or part of its system,subject to complying with all ordinances,rules,regulations 66 feet south of the intersection of O� 20'SANITARY Po, inch capped rebar stamped "JPH Land Surveying set for the beginning of a Davis Boulevard and Dove Road. The benchmark has the following values ti SITE p• / �t a (PER APPRAISAL DISTRICT) BRITTON BENEDICT and resolutions of the Town of Westlake,Texas. The Town of Westlake,Texas,and the public ng PHEASANT Ltd SEWER .� 40'BUILDING LINE J I ll X = 2,371,356.00' Y =7,039,974.15' Texas Coordinate System of 1983, F--I AND VAHNA BENEDICT non-tangent curve, concave to the north (curve to the left), having a radius of 132 50 utility shall have the right of ingress and egress to private property for the se of reading ( Y CIP EASEMENT vb / `'� gT P P Perry purpose 675 6� !BY THIS PLAT I (PER APPRAISAL DISTRICT) feet; meters,maintenance and service required or ordinarily performed by that utility. Central Zone) I Z = 07' (NAVD'88) See vicinity map for general BY THIS PLAT rl L _ c TCHED AREA) �/ O I� location I - ' THE ESTATES OF o� i� J 3 n - - - - _ Water main and wastewater easements shall also include additional area of working space for - QUAIL HOLLOW �� LOT 3 18 °C G�� � 2 Southeasterly,aro said cine,an arc len of 73 31 feet, a chord bearing of SOUTH construction and maintenance of the systems. Additional area is also conveyed for installation 3 The site benchmark is a mag nail set approximately 40 feet east of the Q PHASE I]B Mrd / C o I ENCLAVE COURT 68 degrees 30 minutes 17 seconds EAST, chord distance of 72 38 feet.), a 1/2 inch centerline of Dove roe said ma nail being approximately 225 north of p c 1.674 ACRES / O I and maintenance of manholes,cleanouts,fire hydrants,water services and wastewater services g g pp y FLOOD ZONE CLASSIFICATION INST.#D217200079 VARIABLE WIDTH ±72,936 S.F. / a L30 CABINET A,SLIDE 10635,D.R-T.C.T. from the main to the curb or pavement line. These additional easements herein anted shall be the intersection of Hidden Spring Court and Dove Road. The benchmark- This a L20 - - - - capped rebar stamped"JPH Land Surveying" set at the end of said curve; This property lies within ZONE(S) AE & X of the Flood vo�1 DRAINAGETHIS PLATT t�j°/ I� (� ��'o I �-j p determined by their locations installed. has the following values X = 2,373,155.14') Y =7,039,995.61' (Texas F i 3 SOUTH 84 degrees 21 minutes 18 seconds EAST, a distance of 85.18 feet to 1/2 inch Coordinate System of 1983,North Central Zone) I Z=615 54'(NAVD'88). Insurance Rate Map for Tarrant County, Texas and ` '�- 15'W.S.E.G.D. '� This lata roved sub-ect to all platting ordinances, rules, regulations,and resolutions of the See vicinity map for general location. Incorporated Areas, map no. 48439C0085K, dated �~ N39°38'10"E / ��'' BY THIS PLAT L31 �� s� I I CAI DEDICATION p pp 1 p n€ gu cow' f ti I ,CABINET SLIDE 10635 ca rebar stain TPH Land Surveying" set at the beginning of a non-tangent September 25, 2009, via scaled map location and graphic �, 234.85' \ .�•sf O j � D.R.T.c.T. LOT 13 P� � � g Town of Westlake,Tarrant County,Texas. (D.E.) / '-90, h THE ENCLAVE curve,concave to the north(curve to the left),having a radius of 182.50 feet; - � 4- No easements will be allowed by separate instrument without written plotting an the National Flood Hazard Layer (NFHL) �j� , Web Ma Service(WMS)at httpa/ltazards.fema.gov. vbb r�T / �ti~� L=15.19' y CABINET A,SLIDE 10635 WITNES$'my hand, the__� tday of �- ,2017- approval from the Town of Westlake. P ii cb L27 L6 P-R.T.C.T. PER DEOTTE,INC.ON AUGUST 9,201 CIP �4, / ^ 4\ y 4. Easterly,along said curve,an arc length of 40.29 feet, (a chord bearing of NORTH 89 `// �1 ti� 20'SANTIARY LOT 12 °. ti0 10 5. Easements shown within the bounds of this let without recording (FEMA APPROVAL PENDING t* L 0.6 SUNNI WHEELWRIGHT degrees 19 minutes 14 seconds EAST, a chord distance of 40.21 feet), to a 1/2 inch C�(/� J1(> P b 1.709 ACRES '1� S' Drafter: P.L. ;� SEWER Q> 15'W.S.E.G.D. v �`� (PER APPRAISAL DISTRICT) _ _ _ _ ______ - t( information are hereby dedicated by this plat. 4g' EASEMENT 2\ `r'~ „ / BY THIS PLAT ±74,466 S.F. �� ��c,. L=7.65' capped rebar stamped"JPH Land Surveying" set at the end of said curve; Drafter/Revision: b`b (SFJ BY THIS PLAT � / ~ v/ °o�jy� Polygon nterprises, _ Print Name/Title 6_ "X-LOTS" are to be owned and maintained by the Homeowners Drafter/Revision: Oro (HATCHED AREA) - vo / ��'/� �, �' ^� ^� Association for open space or street purposes. Drafter/Revision: CIP v / S,p LOT4 °�� /�� � � - - - - _ 5. NORTH 21 degrees 39 minutes 08 seconds EAST,a distance of 649.90 feet to a point Pe P N49044'24"E A (MIN.F.F.-631.00') / L26 C 15'WATER ¢^� a a Drafter/Revision: 91.33' ss•. / .; �tia EASEMENT `� 7.5'ELECTRIC N x for corner in a pond-, STATE OF TEXAS § 7 See TYPICAL LOT BUILDING LINE DETAIL" for setback information. ti 1.892 ACRES QUAIL HOLLOW O (D.E.) °� c EASEMENT w F RIGHT oFwAY Setbacks shown hereon are subject to and superseded b the Town of I �? +82,000 S.F. �' BY THIS PLAT 0 - 1 `\ DEVELOPMENT II,LLC o0 ^p 96. / tiq t„ 1s�" f3 BY THIS PLAT �a p VOL 388-137-PG-79 COUNTY OF L_`v § Westlake Zoning Ordinance for the R-1 District (Ordinance No 519, 5, (� o I 4 s L25 W. v, 6 NORTH 12 de rees 45 minutes 37 seconds WEST,a distance of 153 88 feet to a int �L�L (PER APPRAISAL DISTRICT) q 0 °' =21.57 P-R.T.C.T. g PO - '� W 15'ST RM DRAIN `� S), 4s 15'W.S.E.G.D. O w •�'�° .q � L=18.80' N O 4-23-2007,section 102-124)_ ry q' s / TYPICAL) N Z LOT 1,BLOCK 2 for a corner in a pond; kl EASEMENT y O 8i \ C15 y DOVE ACRES 1 e o O tea• BY THIS PLAT � I I MY THIS PLAT o L24 gr., L�6a' M O VOL.388-132,PG.79 �� F RE th undersigned notary_ public, State of Texas,on this day personally appeared 8- Interior lot corners are set 1/2" rebar stamped "JPH Land Surveying" ME` �E �' APPRoxIMATELAaITs �/ � 1' LOT 1X LOT 11 w H O P.ILT-C.T- 7 NORTH 70 degrees 32 minutes 41 seconds EAST, a distance of 72.50 feet to a point I ^ //�\ s ^`' BLOCK8 5 1-607 ACRES I I ;_ ��� ,'�1�` > of Polygon Enterprises, Inc_ known to me to be the person whose (CRS). ` F FLOOD ZONE AS ^ / I O Z "o W 2 SCALED FROM FEMA SHAPEFLE �% / 8r' O ° 0 169,994 S.F. N SEAN D.ONEAL for a comer in a pond-, me is subscribed to the foregoing instrument and who acknowledged to me that he executed "' °; AND KERRI ONEAL 9 All centerline intersections are set Ma nail&washer stamped JPH Land ' CIP ^f �z LOT 5 L=47 5' y, \ - e Lia 0 U) ° ) the same for the purposes and considerations expressed ther ' g P " AlPRox>NIATELiMITs ° r4 / 40'BUILDING LINE 0 (PER APPRAISAL DISTRICT \ OF FLOODZONEA o MIN.F.F.=631.00' �� 0 8- NORTH 16 degrees 48 minutes 35 seconds EAST,a distance of 192.88 feet to a point Surveying' (MNS)- ( ) p 15'W.S-E.G.D. s v v� 4 SCALED FROM FEMA SHAPEFILE / A �pBY THIS PLAT <ry Given under my hand and seal Of office this �_C�day of __� 2017- . \ CIP 30.15' o' �J 2.027 ACRES � BY THIS PLAT ��' - - \ 1.3 14 z / ±88,317 S.F. C2 "' for a comer in a pond-, - - 10_ Lots 2 through 8 in Block 3 have reference corners set at the edge of the (LOT) 8IS' CRs r A� 2X W u2"REBAR CIP (D.F� I 3 vv :_ - - - - - G), variable width drainage easement as shown bo 15'W.S-E.G.D. / N LOT 9 L28 MOCKINGBIRD 9 NORTH 39 degrees 41 minites 14 seconds EAST,a distance of 730 OS feet to a point � '' tp BY THIS PLAT 1.524 ACRES L- - ---kb�lic--, - -------`� `� , - ��, IL (D.E.)are distances pertinent to the variable width drainage easement. LOT 4 VARIABLE WIDTH 159°3088 ti N ±66,371 S.F. 854°05,1 o VOL,388-132,PG.79,P.RT.C.T. - _ for a comer in a pond; Notary State of Teras 1 r ` APJGELA WALDROPgI .vOTARY PUBLIC STAT±OF TEXAS 12 Lot)are distances around the meter of the lot. DRAINAGE EASEMENT 393 �N e h F o1/ F 01�.1_a4, 3 BY THIS PLAT / g8(LOTj N 28�2s 10- SOUTH 49 degrees 21 minutes 56 seconds EAST,a distance of 73.18 feet to a 1/2 inch SURVEYOR'S CERTIFICATION .� > MY COMM.EXP.10/1912018 P IS/ / NOTARY ID 743638-5 13 City/Town Limits shown hereon are approximate location per Tarrant 15'W.S.E.G.D. capped rebar stamped "•TPH Land Surveying" set at the beginning of a tangent curve, _ �, LOT 10 RIGHT OF WAY I,Robert W. Bryan, a Registered Professional Land Surveyor in the State of Texas, ere& Appraisal District Maps. BLOCK t} ".rid e y / BYTHIS PLAT h 2.014 ACRES VOL.388-132,PG.74 ry g y LOT 6 - concave to the northeast(curve to the left),having a radius of 100.00 feet; 0 'Al / rr state, to the best of m knowledge and belief, this rat hereby represents an on-the-ground N d cr ° ±87,715 S.F. N P.RT.C.T. LOT i,BLOCK 1 ) P P 14. Minimum Finished Floor Elevations and future 100-year flood lain limits N / 2.206 ACRES a N a survey performed by me or under my supervision and the property corners are marked as v P '� w +96,104 S.F. / / I DOVE ACRES IL Southeasterly,along said curve,an are length of 66 28 feet,(a chord bearing of SOUTH indicated shown hereon were provided By DeOtte,Inc (817)253-5727 I BLOCK 3 I CIP / 3 VOL-388-132,PG.79 r O, N 863° P.R.T.C.T. 68 degrees 21 minutes 14 seconds EAST,a chord distance of 65.07 feet),to a 1/2 inch CIP 32.75' No �� 20'SANITARY �1 LOT o / OF (LOT) / / SEWER EASEMENT / , e 6 JAMES W.SHIREY ca d rebar stain d"JPH Land Surveyin set at the of said curve; T Curve Data Table � a RIG Ply Pe g LUT 10 9g h °e HT OF WAY DEDICATION r) �P� s r f��-'' .43, C v BY THIS PLAT ry �, / T2s �„ AND JUDITH A.SHIl2EY FD F7 RS (HATCHED AREA) !r'' �`� hb; BY THIS PLAT t, F 9 LOT 5 ° 36,609 SQUARE FEET (PER APPRAISAL DISTRICT) 12- SOUTH 87 degrees 20 minutes 32 seconds EAST,a distance of 84-68 feet to a 1/2 inch 7 a Curve# Arc Radius Delta Chord Bearing Chord N24 56'19"E / "aGRnSS AREA = 33.793 ACRES W 46-04' / S \Lss j, 7_ N86°24'12"W 413.20' capped rebar stamped CI Land Surveying" set at the beginning of a tangent curve, ROBERT W. BRYAN C1 73.31' 132.50' 031042'02" S68°30'17"E 72.38' o (D.E.) 6 a 68° 0s „ Ls \ / ±1,472,036 S.F. '" - - - - - N F 3 7 b N 5/8"REBAR concave to the southwest(curie to the right),having a radius of 100-00 feet-, P 5508 r C2 40.29' 182.50' 012038'55" N89019'14"E 40.21' o 6842'( `% N1 E \ o 0 ham' L0T> ��' /NET AREA= 32.953 ACRES L �� 13 Southeasterly, along said curve, an arc length of 163-02 feet, (a chord bearing ofA `9jLO s s v��0� C3 66.28' 100.00' 037 58'36" S68 21'14"E 65.07' ry 0'SANITARY SUR ±1 435 426 SQUARE FEET � DUSTIN RAY AND ALLISON RAY Robert W Bryan C4 163.02' 100.00' 093024'03" 840038'30"E 145.56' w ti /SEWER N / Q LOT 7 SOUTH 40 degrees 38 minutes 30 seconds EAST,a chord distance of 145.56 feet),to a ry /�-Z 7 �^� 1 / INST.#D216120398 o p EASEMENT y LOT 8 Registered Professional C5 429.53' 300.00' 082°02'06" S34°57'32"E 393.77' 110 2.014 ACRES tib O.P-R.T.0-T- 1/2 inch ca rebar Stam JPH Land Surveying" set at the beginning of a reverse N BY THIS PLAT 1.443 ACRES b PPS P�" Y g 'r'g C6 84-91' 150-�' 032°26'01" S68008'17"E 83.78' L22 `h Land Surveyor No.5508 o °�� +87,730 S.F. curve,concave to the northeast curve to the left),having a radius of 300.00 feet; Email: robertb(a' hls.com �o/ / (HATCHED AREA) ±62,846 S.F. 01• � ek•'' a L2� �- - 40'BUILDING LINE :3 O 10'DRAINAGE& ( � _1P LOT 7 0 Lj1 L_ �'� BY THIS PLAT tih n�' UTILITY Date:November 27,2017 C7 79.64' 200-�' 022°48'52" N84114'16"E 79.11' a CABINET A,PAGE�a 14. Southeaster) 2.057 ACRES w Lo 27 07' L34 1 °� b� z"KEBAB P.R.T.C.T. y, along said curve, an arc length of 429 53 feet, (a chord bearing of _•V �/ �° x89,599 S.F. O C1 C13 �, IV _ C8 63.98' 200.00' 018019'46" N81059'42"E 63.71' c 'v G F 1 I5'W.S.E.G.D. TYPICAL) / O � 0 CCL O o L12 BY THIS PLAT `' ?� �- SOUTH 34 degrees 57 minutes 32 seconds EAST,a chord distance of 393.77 feet),to a O �'� PDEDIC ox C9 221.85' 200.00' 063033'18" N59022'56"E 210.65' / 40'BUILDING LINE � L L38 - O WARNER HINES 1/2 inch capped rebar stamped"•1PH Land Surveying" set at the end of said curve; TYPICAL LOT BUILDING LINE DETAIL o L=26.71' 2.80' A_ A PAGE z8a FUTURE 100-YEAR FrN BY THIS PLAT a orb P.RT. .T- AND KATHY BINES C10 50.92' 500.00' 005050'05" N24141'15"E 50.90' 25.00' /\ L39 LOTIX j7UTILITY 887°49'48"W 351'2' n // a , LINE PER DF TTE,INC. E. 6 BLOCK 8- ^�� � (PER APPRAISAL 15 NORTH 89 degrees 00 minutes 59 seconds EAST,a distance of 29 71 feet to a Ma SEE SURVEYOR!S NOTE# 7 �'ON AUGUST 9, ) 0 S r` / O DISTRICT) g g C11 82.41' 267.50' 017°39'05" S77°13'21"E 82.08' (FEMA APPROVAL PENDING / 68°2ps2'F � 4 °' / EASEMENT // �" ying++ yg ° °n `� 4 nail with a metal washer stn JPH Land Suave set on the east line of Polygon 34j ,y W off• / BY THIS PLAT LOT 1,BLOCK 1 C12 354.89' 850.00' 023 55'18" N33 43'51"E 352.31 26'(LO j �� O ti n / F es 44 HILLWOOD ESTATES Enterprises,Inc. tract(center line of Randol Mill Avenue); `9 4� CABINET A,SLIDE 284 C13 25.37 54.50' 026040'13" S72°42'47"E 25.14' cc _40'BUILDING LINE _W \ P.R.T.0-T. � � � o LOT 6 laxaa _ THENCE with east line of Polygon Enterprises,Inc tract,the following calls: 1 4v REAR BUILDING 1,11 1 4v REAR BUILDING LINE C14 92.21' 250.00' 021007'56" N62014'43"W 91.69' LOT 8 q °"' BY THIS PLAT h 3 ti 1.888 ACRES s:= $ - w cg 1.920 ACRES / /` y / ° ±82,239 S.F. _SITE EASEMENT Q a C15 74.50' 54.50' 078019'14" S60123'29"W 68.83' e k :E83,619 S.F- N W ry cABINETA PAGEz84 1_ SOUTH 00 degrees 59 minutes 01 seconds EAST,a distance of 535-43 feet to a set 1/2 ,.� o / LOT 4 o P.R.T.C.T. W� 0 4 0 REBaR" SY, _ (F ,I (, C16 121.14' 54.50' 127°21'32" N40°30'26"E 97.70' \ a / G O inch capped rebar stamped"JPH Land Surveying"; O 2.150 ACRES ±93,650 S.F. LOT 5 1 0 PHEASANT LANE W Q Q• Q C17 32.38' 182.50' 010009'57" N77154'48"E 32.34' 15 W.S.E.G.D- 1.712 ACRES °o 2- SOUTH 32 degrees 16 minutes 01 seconds WEST,a distance of 463 22 feet to a set 1/2 ¢ LOT LOT �o BY THIS PLAT CABINET A,SLIDE 284,P.RT.C.T. m m C18 97AY 54.50' 102°06'31" N74013'35"W 84.77' ±74,575 S.F. Rs - - - Surveying"; I w) Iw inch capped rebar stamped"JPH Land �3 ' 172'' a a C19 68.48' 54.50' 071°59'19" S18°43'30"W 64.06' S,' G`} �/ DAVID W.WHITE E.i L=29.97 // / L 69.58' L18 Z°� / w � ~ABINET�GE28 REDISTRICT)AL 3_ SOUTH 00 degrees 35 minute; 36 seconds EAST, a distance of 160.58 feet returning ( C20 126.07 54.50' 132032'04" N14°10'52"W 99.78' �- (D.E.) L 1 O V/ C Os P.R.T.C.T A / C8 �, rlox to the Point o nn and enclosing 33.793 acres ±1,472,036 square feet). w o ° O LOT 1 BLOCK o ABLNET A,PAGE 284 LOT 1,BLOCK 2 f� mg g ( '� 2 C21 52-41' S4.S0 055 0608" S79 38'14'Vy 50.42' C6 Go L2 L9 / a P.R-T C.T. HILLWOOD ESTATES L8 C.11 L-58_38' L43 z Iw CABINET A,SLIDE 284 C22 44.49' 267.50' 009031'47" N68°02'48"W 44.44' O O / L-241.26' iS'W.S.E-G.D- v P-RT.C.T. 40FRONTBUILDINGj2 40FRONTBuILDAIGLINE V L, O +i Aj BY THIS PLAT c� a a C23 93.87 290.00' 018032'46" S08117'01"W 93.46' w w a C24* 20.08' 867.50' 001019'35" S3615443"W 20.08' C7 LOT 14X v a I o�F.a 1S DRAINAGE& DUO 1` L45 L=86.61] / 0-803 5, AN ACRE r' CABINET A,PAGE C25 74.56' 290.00' 014°43'51" S24°55'20"W 74.35' ±35,000 S.F. ON LIN A T 8521 zoLLARs^ 27 97 , - �P rC.T ASEn�tr STREET SIDE 620-82' oNL1NEATssz. 289.34' TOWN OF WESTLAKE 339.90' 114.57 - o + n ' CITY OF SOUTHLAKE 5!8"REBAR"HUITT ZOLLARS^ - - - - - S89 5632 W 1392.59 ONLINE AT 322.6Z / "'� X:2372250.55' COMMON ACCESS,UTILITY, �_ 0 0 Y:7037043.81' S UTILITYEASE1vIETT 15'WATER LINEEASEMET P. .B. - C26 * 23.06' 100.00 013 12'38" S80 44'13"E 23.01' LANDSCAPE AND DRAINAGE 20'DO AGE St LOT 3 CABINET A,PAGE 9212 ABINET A,PAGE 9212 LOT 2 LOT 1 AMY MCNAMARA C27 54.42' 54.50' 057 12'29" N30 46'26"W 52.18 P.R.T.C.T- P.RT-C.T. ,-EASEMENT(VARIABLE WID X: 3643.13' UTILITY E:�SIIvIEN'1• # o o , AND LINES 46 THRU 70 ARE FOR - ---� CABINET A,PAGE 9212 Y: 7045.14' I .CABINETA PAGE2815 THE 20'SANITARY SEWER EASEMENT c28 62.26' Soso' 065°26'57" N30°33'16"E 58.93' � P-RTC-T. 5'UTILITYA,PAGE ETT NDOL P RT.C.T. STEVEN MCNAMARA W �ABINET A,PAGE 9212 � I I MARK REED AND (PER APPRALSAL SRI SOUTHLAKE P.RT.C.T. LOT 4 MILL DISTRICT) O V VILLAS LLC I DARLA REED C29 124.71' 54.50' 131°06'36" S51°09'57"E 99.23' BUILDING SETBACK LINE - r' � x < INST.#D216074531 cABMj A,PAGE 9212- -� k I I (PER APPRAISAL BLOCK 1 x a O.P.R-T.C.T. P.RT.C.T. -_ I REGAL OAKS ADDITION Line Data Table Line Data Table Line Data Table ° ° „ BLOCK 1 I - �� \ aI z� I �219 DISTRICT) . < C30 197.45 350.00 032-19-20" S16 0735 W 194.84 SADDLE CREEK ESTATES LOT 3 \ I AVE1�l V E u I ( �w I BL CABINET A,SLIDE 2815 <CABINET A,SLIDE 9212 / BUILDING SETBACK LINE `" ,F•' v a I ABIN1 T A,PAGE 2815. P.RRT.0-T. J W a Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing cABINEI-A-PAGE 9212 \ " Q c P-RT-C.T. w C) *C24& C26 IS FOR 20' SANITARY SEWER EASEMENT PR-T.C.T. _� P.RT.C.T. A Q :H I LOT 1 LOT 2 Q d Li 139.68' N40001'13"E L21 49.61' N68023'49"W L41 14.45' N67150'56"E DAVID SPURIA AND DEANNA SPURIA I I VINCENT NDUKWE HEATHER MORENO AND RONNIE MORENO VIVEK MEHTA AND SE)�MA MEHTA - 3 H 1aPRIVATELANDscAP EASEMENT I (PER APPRAISAL DISTRICT) I (PER APPRAISAL DISTRICT) 37IC w o a L2 88.18' S84021'18"E L22 14.12' N23°18'48"W L42 99.56' N29058'39"W (PER APPRAISAL DISTRICT (PER APPRAISAL DISTRACT) �� x` w ABINET A PAGE 2815 I ) P-RT.C.T. ENGINEER OWNER 1 I \ I L3 72.50' N70032'41"E L23 71.34' S21046'12"W L43 49.81' N88050'25"W DEOTTE, INC. POLYGON ENTERPRISES DEVELOPER MONUMENTS/DATUMS/BEARING BASIS L4 73.18' S49021'56"E L24 13.26' N79°81'10"E L44 105.93' 972149'50"w 420 JOHNSON RD. SUITE 303 1755 DOVE RD. ELLIOTT CAPITAL OF W EST KELLER,TEXAS 76248 WESTLAKE TX 76262 935 W. DOVE RD. CRS/F O 1/2" rebar stamped"TPH Land Surveying" set/found �1�.• ' ''' .<y� L5 84.68' S87°20'32"E L25 24.17' S72127'33"W L45 85.18' N84 21'18"W 817.337.8899 CONTACT: ROLAND ARTHUR SOUTHLAKE,TX 76092 MNS/F O Mag nail&washer stamped"JPH Land Surveying" set/fou nd O •'• t� o ° WWW.DEOTTE.COM a N d TBM Site benchmark(see vicinity map for general location) L6 29.71' N89°00'59"E L26 14.61' Nob 35'36"W L46* 70.35' 874 49'54°w 817.917.6042 214.435.3570 CIP Comer in Pond-Not Set * 1 REVIE L7 16058' S00135'36"E L27 16.98' N77034'16"E L47* 154.84' S29135'46"W Q Monuments are found if not marked CRS or MNS Coordinate values,if shown,are US SyFt/TxCS,'83,NCZ AP OVE Y THE TOWN COUNCIL OF WESTLAKE,TEXAS / L8 85.19 S84021'18"E L28 8.20' N72048'41"W L48* 206.11' S40005'00"W FINAL PLAT Elevations,if shown,are NAVD'88 !RY Line Data Table OF Bearings are based on grid north(TxCS,'83,NCZ) E� � 2`E DAY OF ��lo��i�'lbei' 2017. N72°49'5 so0°59'2 84705328"E Line efl g THE ESTATES O AIL HOLLOW L9 105 93' 0"E L29 63 26' 1"E L49* 204 IT " TO A Y Llo 49.81' S88"50'25"E L30 118.37' S55°15'44"w L50* 205.57 N47°53'28"W # Distan B rin F Q UAll areas and distances are based on surface measurements. Combined scale factor: 0 99984692 Convergence Angle 0°43'06". ATTEST: - L11 77.16' S68'23'49"E L31 16.56' Sl 1134'33"W L51* 253.78' S41041'40"W L61* 178.20' N40°24'58"E PHASE III LEGEND OF ABBREVIATIONS /Ci" ----------- - - -- - L12 90.76' S86002'54"E L32 116.46' 815045'53"w L52* 185.74' S07141'12"w L62* 113.10' N12°03'35"E BEING 0 100' 200' ------------- ---- - ----- - - - TOWN ENGINEER US.SyFt. United States Survey Feet MAYOR TOWN CRETARY L13 37.00' S03o5TOl L33 95.00' S30137'19"W L53* 177.24' S18046'31"W L63* 68.51' N34003'44"E 33 .793 ACRES TxCS,'83,NCZ Teras Coordinate System of 1983,North Central Zone S U'� e� Scale: 1" = 100' NAVD 88 North American Vertical Datum of 1988 ION L14 8.20' S72°48'31"E L34 90.76' N86002'54"W L54* 56.81' S34003'44"W L64* 172.61' N18046'31"E SITUATED IN P.R.T.C.T. Plat Records of Tarrant County,Texas Lis 37.00' N17011'19"E L35 155.11' N51040'45"W L55* 209.32' S68°20'52"E L65* 189.91' N07°41'12"E William H. Martin Survey, Abstract No. 1068 O.P.R.T.C.T. Official Public Records of Tarrant County,Texas APPROVED BY THE PLANNING & ZONING COMMISSION OF Tri-County Electric Cooperative approves the location TOWN OF WESTLAKE D.R.T.C.T. Deed Records of Tarrant County,Texas and abandonment of the electric easements shown on Lib 60.81' N45°41'30"E L36 112.00' 832°1715"w L56* 20.00' 821°46'12"W L66* 269.83' N41°41'40"E JPH Job No. WESTLAKE. TEXAS ON THIS THE 7-� _DAY OF _CJ�Y�l td 2017. TARRANT COUNTY,TEXAS VOL/PG/INST# Volume/Page/Instrument Number this plat L17 105.93' S72049'50"W L37 84.92' S00002'05"E L57* 209.89' N68°20'52"W L67* 213.79' N40°05'00"E 2016.200.001 Quail Hollow,Westlake-Phase III FINAL PLAT.dwg P.O.B./P.O.C. Point of Beginning/Point of Commencing (0 2017 JPH Land Surveying,Inc. -All Rights Reserved ATTES /�- L19 49.81' S88°50'25"E L38 12.08' S33°11'52'E L58* 104.38' S12003'35"W L68* 161.33' N29135'46"E SHEET 1 OF 1 807 Bluebonnet Drive, Suite C Keller,Texas 76248 D.E. Drainage Easement L69* 25.13' N74°49'54"E BFE Base Flood Elevation Graphically Depicted per FEMA Map 1 / L19 75-69' S27°36,18"W L39 29.86' S86002'54"E L59* 183.26' S40124'58"W THIS PLAT IS FILED AS INSTRUMENT NO.--- - - -- --- ---DATE Telephone(817)431-4971 www.jphlandsurveying.com //�1 I (�� ___-_ _ ___--_ - !f�� ---�- TBPLS Firni#10019500#10194073 #10193867 W.S.E.G.D. Water, Sewer, Electric,Gas and Duct Bahl: Easement _k' __ - _ DFW I Austin I Abilene Building Line CHAI N T, WN RETARY Tri-County Electric Representative Date L20 2.01' N44°1830"W L40 49.96' S68°23'49"E L60* 20.00' N49°35'02"W L70* 34.25' S8 3 ' MIN. F.F- Minimum Finished Floor Elevation PREPARED : JULY 24,2017