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Res 01-24 Approving a Final Plat for Vaquero, Phase 2 Residential
TOWN OF WESTLAKE RESOLUTION NO. 01-24 A RESOLUTION OF THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS, APPROVING THE FINAL PLAT FOR 111.513 ACRES KNOWN AS VAQUERO, PHASE 2 RESIDENTIAL. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ALDERMEN OF THE TOWN OF WESTLAKE, TEXAS: SECTION 1: That the Board of Aldermen of the Town of Westlake does hereby approve the final plat for 111.513 acres known as Vaquero, Phase 2 subject to the following conditions: 1. The right-of-way dedication for Precinct Line Road shall be by separate instrument prior to acceptance of the public improvements. The right-of-way dedication between Vaquero and Vaquero, Arthur Addition shall have a smooth and matching transition. 2. A duct bank easement shall be granted to the Town by separate instrument for the duct banks within the future Precinct Line Road right-of-way. 3. The developer's agreement must be executed prior to filing of the final plat. SECTION 2: That this Resolution shall become effective upon the date of its passage. PASSED AND APPROVED ON THIS 14' DAY OF MAY, 2001. ATTEST: Scott Brad ey, Mayor i Trent O. Petty, Town M 'ager STATE OF TEXAS: COUNTY OF TARRANT: OWNERS CERTIFICATE P�eS of -z4 BEING a tract of land situated in the Josiah Walker Survey, Abstract No. 1604, the Memucan Hunt Survey, Abstract No. 756 and the Leroy Boggess Survey, Abstract No.. 196, Town of Westlake, Tarrant County, Texas and being part of that certain tract of land conveyed to WB Texas Resort Communities, L. P., as evidenced in a deed recorded in Volume 14334-0540, Page 1, Deed Records of Tarrant County, Texas (DRTCT) and being more particularly described as follows (bearings referenced to the east line of that certain tract described by deed to WB Texas Resort Communities, L. P., as recorded in Volume 14334-0540, Page 1, DRTCT): COMMENCING at the centerline intersection of Roanoke -Dove Road and Precinct Line Road, same being the common east corner of a described Tract 1 and Tract 2 conveyed to FMR Texas Limited Partnership as evidenced in the deed recorded in Volume 13457, Page 403, D.R.T.C.T.; THENCE South 01°48'34" West along the cast line of said Tract 2, a distance of 432.0 feet to a 5/8 -inch iron rod with plastic cap stamped "Carter & Burgess" found for the southeast corner of said Tract 2; THENCE South 01 °31'55" West, a distance of 107.12 feet to a point for corner; THENCE North 80°10'38" West, a distance of 102.53 feet to a 5/8 -inch "KHA" capped iron rod set for the POINT OF BEGINNING; THENCE South 12°56'30" West, a distance of 497.79 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southwesterly direction along the arc of said curve through a central angle of 11°54'27°, having a radius of 5070.00 feet for an arc length of 1053.68 and a chord which bears South 06°59'16" West, a chord distance of 1051.79 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE North 88°57'58" West, a distance of 20.00 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 64°02'24" West, a distance of 74.52 feet to a 5/8 -inch "KHA" capped iron rod set for corner; CAWINPMTemporary Internet Files10LK1211 11.513mb.doe THENCE North 67°38'45° West, a distance of 114.70 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 70052'15" West, a distance of 105.43 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 82°4242" West, a distance of 125.04 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE South 81°37'2T' West, a distance of 132.26 feet to a 5/8 -inch "KHA" capped iron rod set for corner, same being the beginning of a curve to the left; THENCE in a northwesterly direction along the arc of said curve through a central angle of 08°53'25", having a radius of 635.00 feet for an arc length of 98.53 feet and a chord which bears North 13006'49" West, a chord distance of 98.43 feet to a 518 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 72°26'28" West, a distance of 60.00 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 79°58'12" West, a distance of 205.99 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 17°40'51" West, a distance of 76.54 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 62°36'27" West, a distance of 211.77 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 14°46'57" West, a distance of 84.57 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 78°26'33" West, a distance of 256.13 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southwesterly direction along the are of said curve through a central angle of 06°44'38", having a radius of 317.50 feet for an arc length of 3737 feet and a chord which bears South 08°13'35" West, a chord distance of 37.35 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 87°48'03" West, a distance of 237.33 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 04°55'50" West, a distance of 209.09 feet to a 5/8 -inch "KHA" capped iron rod set for corner; CAWINNTUemporary Internet Files10LK12\111.513mb.doc THENCE North 4001628" East, a distance of 137.52 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 38°36'52" West, a distance of 227.51 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 16043'10" West, a distance of 324.82 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 73°21'55" West, a distance of 147.45 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 13°19'56" West, a distance of 79.51 feet to a 5I8 -inch "KHA" capped iron rod set for corner; THENCE North 16038'05" East, a distance of 134.26 feet to a 518 -inch "KHA" capped iron rod set for cornier; THENCE North 4805710" East, a distance of 43.61 feet to a 518 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a northwesterly direction along the arc of said curve through a central angle of 20°10'56", having a radius of 475.00 feet for an arc length of 167.32 feet and a chord which bears North 83°27'23" West, a chord distance of 166.45 feet to a 518 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 41°02'50" East, a distance of 44.17 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 01°44'02" West, a distance of 131.38 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 28°02'25" West, a distance of 366.47 feet to a 518 -inch "KHA" capped iron rod set for corner, THENCE South 16°53'20" West, a distance of 51.89 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE South 11°29'01" West, a distance of 244.48 feet to a 518 -inch "KHA" capped iron rod set for corner, same being the northeast corner of Shelby Estates, as recorded in Volume 388-165, Page 28, Plat Records of Tarrant County, Texas (PRTCT); THENCE South 88°54'50" West, along the north line of said Shelby Estates, a distance of 1500.89 feet to a 518 -inch "KHA" capped iron rod set for corner, same being in the east line of The Estates, as recorded in Cabinet A, Slide 2788, PRTCT; CAWINN`I°Uernporary Internet Filesl0LK12\111.513mb.doc THENCE North 00°19'41" West, along said east line, a distance of 897.82 feet to a 5/8 - inch "KHA" capped iron rod set for corner; THENCE South 89034'34" East, a distance of 19.34 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a northeasterly direction along the arc of said curve through a central angle of 19°21'24", having a radius of 840.00 for an are length of 283.78 feet and a chord which bears North 80°4444" East, a chord distance of 282.44 feet to a 518 -inch "KHA" capped iron rod set for the end of said curve; THENCE North 71004'02" East, a distance of 547.43 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 65°50'11" East, a distance of 341.21 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the right; THENCE in a northeasterly direction along the arc, of said curve through a central angle of 27034'56", having a radius of 550.00 feet an are length of 264.77 feet and a chord which bears North 79°37'40" East, a chord distance of 262.22 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 86°34'52" East, a distance of 767.02 feet to a 518 -inch "KHA" capped iron rod set for corner; THENCE North 89033'02" East, a distance of 606.14 feet to a 5/8 -inch "KHA" capped iron rod set for he beginning of a curve to the right; THENCE in a southeasterly direction along the arc of said curve through a central angle of 36°52'09", having a radius of 994.00 feet for an are length of 639.63 feet and a chord which bears South 71°43'53" East, a chord distance 511.35 to a 518 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 53°17'48" East, a distance of 41.67 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southeasterly direction along the are of said curve through a central angle of 26°52'49", having a radius of 1100.00 feet for an arc length of 516.07 feet and a chord which bears South 66°44'13" East, a chord distance of 511.35 feet to a 518 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 80°10'38" East, a distance of 74.60 feet to the POINT OF BEGINNING and containing 111.513 acres of land. CAWINNTUemporary Internet Files\OLKIM 11.513mb.doc GP%AP1-11C SCAL,1',' 100 lou U 20U r ( IN FEE'r ) I inch = .00 rt. XI I �l 1 D-2734'58' 4� 141 R-550.00' �'••�� L-284.77' 2a' VQ_ 1 UnU687, EASEMENT ' `°` 'o °T:cr 407 nr[ ToAS [surra PARTN >Ilaw D-3832'09 -s tr01MAa t R C8•N7�37'40'E Hr W�T[xltM cc/ "-f"1571 Ya. 1307 P4.403 oc/ °"w T'claoo' 1971 CD -282.22' _ _ nrAoaT. L-839.83 ;;' COIr11r1ENg�NG EASE3,FlIT R JL=T. UAT.C.T. -i .00 POINT O . oc/ w-•r+000lat i RJAO.C.T. - --• �-.. ' , 15 EAS[Wt l ~•�� �'- -_ ROW DCXAT10N uYltcr,,>trN CI % , - -..._ _ �- - - �. ---- - .- _... _ -- _ .._ _. .wt_ PG __.. C8-671.43 53 E �f � � i 0M 23'1ltILJIYTSYr.-.--_----- ----- -- _ 111 1 VOL . 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N 'sop Ne�111'1► r}'1° Yid +s.�°a„� i~� t \ ,1` - t i ``tu .r - - (IS ��/ b• ., r✓�i.�, ?'.. _ .-.L::part')= : 1 •' 1 HA '7' itIll Y. ` \ ( \ I' �,,, 1•: �. 11.01+ _ IYn40 • 't' U �/ �' �'(All I.A• A••fl[+aA,1111 lU[ 57,%57 /'r ) '�r Jy' •\\ '1'/� 1'i '1JilAkt•,, ' : `� I 00 .2��•' l All I I v, y Eu[ �� I I LL IffAalAl{ , / :1; lou 3, \ .ti LOT 17. tw k WOIJOiD P1[Aii 1 ADOgp�i11 ..: Y I I I '`.':��. [A1WN1 .} �', .1• \• `\'WGtIFAO PMtASE 1 t�1DD(IML AOCITIMI(_ t� _.. Pa. _ 1 �, I _+l`bE R:' w/•v'•.1. \ ` I 'I) V�' \. •b I L� 2G.vxb \ ,��' (, I L, • �.6'�/? S 1.793 _ _ I I a t .J �r/` ItY'Y� � l�.�t ro.Y \t� ►� \ 171 , 1 •CICI{j)L 11 •. �• " 8 (( I 1., ` -� r • +tl 'dl i' ISr 101 •�`� ►' �t.. 3. s.. u•.v:'1' 0 1 1w +•/' .pr `�' _M- [[Ilii_ .. ' F. ri Polygon Enterprises. Inc. .} t l , •,, .ti% ''•., ,� % \1P' N . , p, u� I. • , N . W uo- te. - !!n7 I n :_;"I>? 6k, 1;'l.' I �• I ., j r`: I, ,°.rc.i• [ 11.11 1 1 _ _[ U 3' Ill it "{I yl': ( I I Vol. 9339, Pg. 1071 �1) i l 4'119 13• _. -- -- 1227:1 _ .. -._ --- - - - - -- c 1 t) •' ,33,11 /r. `r_ 1.31•'' i-iel' cdi�{' ;t ss r r�;I I5' ;AIUTANI Y�tN ::�I $ x I o •:,,,: +n D.R.T.C.T. •.i t •''.Nl,vl'11't 1 l/ bb' ', \ • `, I cN, �ti=Nlvt.i'1:'w I ti a� 0v' r T�I1-' << • s6 It UWAZ UiTl 011- r4. II I drN =•,tee ea' g ,`, ., , Y', .rI I II.InJ1!/' - ,1,.411' 1 ,- r. ►,�1-�l.�rl Y , .� •.. .., w. ou', --,- .:W ./ 1, ,1 ( ,11.,11' •S•A OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS C.,A 13P G • _____ 817/430-6600 -----' I x• • LOT BREAKDOWN LOT SIZE MIN PH 1 PH 2 TOTAL LOTS 12,000 SF. 63 0 63 20,000 SF. 73 94 167 30,000 SF. 17 16 33 40,000 SF. 0 5 5 150l000 SF. 0 4 4 TOTAL 153 119 272 OTE: THE MAXIMUM NUMBER OF BUILDABLE RESIDENTIAL LOTS SHALL BE RESTRICTED TO 288 LOTS. (PD 3-1 ZONING) PRIVATE OPEN SPACE PH 2 - 11.171 AC. PRIVATE ROADS PH 2 - 11.518 AC. NOTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shdll be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August ' 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. CO1%1I"0SI'TE OF F I N A I, I' LAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PI) --93-1 PHASE :' I`ESII)EWIAL ADDITION) ) SlrrLIATED IN rl'IIE I.I:I�O�' I30(rC,<I�SS StiRVI:I', :1I3SrriI .,xC'rr NO. 1 w) 11C'. ) NII•:111JC;\N HUNT S[.1RVEY, :\I.35r1,RACrr N0: 756 ( 92.8 rl'011'N OF IV 14 rrARRANT C'Ot1Nrl',y, rl EXAS SURVEYOR: Kimley-Horn and Associates, Inc. I:..:'Ou Pork 1:•rntltll till l\'1-. D A'I' E: M A Y, t'?O O 1 SCALE: 1"=200' . JOB NO. 063466004/C500 SHEET 1 OF 1 r" 1, Ar D-19'21'24' R=840.00' IJI I' L=283.78' PH 1 CB=N80'44'44'E e:�eo:- S8934'34'E CD=28244' S T:R, UKk WALME am /� EASEuEtiT c -- -- -' 15 ART --�---------:--------- _ . 4 O r v E ��� M,� UNTO PAMR22W D_2/ +JT'56' 1iL24 R=550.00' L 284.77' 2s• Fuax1 uTam EAS03 'W. Ea r CS EAS VOLEMENT N3C 'oaa�'n FWS 71 r�ae rots 1UMM3W P D-3$32'OS' 10' tYJ1TER114E CC% ir3--NOO�1S71 WL 13'187 PG.,<oJ DAT.rot871 026222' _ EEAS_ RPRD C t D R T C.T. R=994.80 R,PP1S71 oL=639.63 / / / '�"► _ ---(- - - - _ _ _ ROW D€:DICAT)ON CB=S7'�'4Y5rE ( VOL: _, Pc, - - -_- --- r CD 25 1TT11TY EW._- VOL. PQ f 2,7 PWAIE EFETF SPALL NM 3 E70S TOMO - - P(EtJG AL'CESSAitD1ED DOWROAD------- - _ -------- -- - 1179 AC: ' RAIL DEDIGItOH TO - �AC MaxMaxL'ESS All=(TTP.} PQ\ / / Do• 'E 787.02 2s1a Ac (V 7H R.0.1X) 688.14 ` r CET --- y7758- /- V 3t VARMNUM Oil MN 23.771 f. , \` t -150t' RBLO K C 'E71ER ESitT 5 24.014 33.856 i 1./ \ Y 4+ 22.757 �1 r rt Q \ =0.60? ; la -1 -42.5• e, _ r- : �i.: "'4 t,• t1r i rA E 4►),y,, , UTTI.E e� /S SANTAIY Y� 5 . .1 W i' ? fir/ _ 6.9 t 8 1 - ' '. S' \•a 1 1 23.b0, 4 5' eL� �C BLUESTEM + SEVERESILT i -1F 1Ft Y -+ F✓ -INSW \ �\ m uT 1 35.170 ' 4,, 18 ._ COURT 3e.96o `� / go i .1► � ' SN �Rt k -4a 42.081 -- � -6.c»� F1 kj <6.933 Int+' 1 4�+ truit7 _x.03 GAiLLARDIA ^a I ¢�+ y s ` 1 g� SaT45'3YY I I/ $ ,• COURT' t i I ,q A '6.265 _ yid `TO• �1 S# JC0I I m C01J PASS # gr41p 11 Ln2aAa' { 17514 ! -°<\ciW41 LIW� 1 R�i.OD � t!22.725 2 trSi.t7; *� l5 _ , 2 1,10 X11 �D a• h/ iii \ ', 'O `� I 28.69: - 4�IFL4Y 1rilli ,.560 "'.:I I + t, 7_ 27.548 "meg` a y]� S%t' �'- tr17J1' l i 25.170 ,� �J J I Qj' / 2ti tit iS clm _ .4?7 11�.i4.CG tl' r 7 5 • o 21.916 �` \ m I m a2 G - 60.061 '� spy , 2`eL _-� I o a ,1 1 / • g G B1�0 - J _ r t.1t.�m_t L r \:;J tom? W FRYATE OPEN SPACE M0. 3 I R.34ffi t f^` t; ` r4 @ _147.41 PUBLIC ALXi3S ALtCMED (i1f•) BLOCK f� L1 lri3 j� 1 a� v F 21,E67 L171 AG I I 1 w LJ O C I\ ` �`•'i 17 ` 1a K POST Aj► 30.289 20.3a7 � ` p �� / \ t ,' S6o ' o BLO� BC O C ;` �i` 1 , -I t-74AY ��1'� 2`3,,, , -�-° �� g PW ATE CPQ SPACE 'I I 79 I L © Lg cf ' - - .t .4S / , , _ - - Baas _ c.;, •fi , ., �4 3e " NRt DIFAMAiI` fA9F LET \ FA -'3100 23.503 `&► 51{129 S8"R % C' 7; _ lr�uJ � - .' _ - L, 68.479 '- - „`. ♦ 40.940 5079 At: '` `{41 / 1f'�,{ I 'T`; AD :gip 20 �L m 1� �/ �Ov 1 � �j �. \ 24.9EE !Z „ S7 \ 1 1 / - ►r4at I ( `1 XX ��++'L p C e� -, (+�i 4, 00 s! triz9a• 1 y� `tm 2�,.3✓95 I j! I '6.678 U {':•�i 15 Li f 1 �.J tF•tsaaf 1 R -BMW 111.14A0 i Q• \ , �..++ 24,6,3 24, , SAFITART lt4 79• n c t,,, ; 7 4 • 1.. , J i 1Q3a' ..0.079 24 7E.E \ `• 2aCi25 ' 'j 1 m�j \ +j \ \ SE1Eii E9fT 2a.cs7 � � �' 2f7 tJ�' � w 2.eo4 'r �. � F�Ittr s�4 + t3F• �1 I� ,�+• - i 1x • ri � / ttT2►0.153I24.079 1470a15y` 1/V �i1) 1`\ !//' ` F2•13F�1 7• 1a�LSS.< � 1(t _4b.o3z • lt\'. \4 f\•, ; �'�.(' �@i3 2V3/.35�' 7O 21.553i 24,670 1�421 59.07', 42.225 ; 28.168 14 y a g 1m 1 I6 17 \,/ 1 L JV Fa19•4T491F � O -• � y� I °' 221.71 A - % �' 21.570 w1i' d / °^ j �I t _ 3.946 I I �� 7 ,_yzs. 21.2°2 .+? c�'f� 77 ' 1 fig ` 0OO ry' GRAPHIC' SC'ALE _oo loo G _o2 I I ( IN FEET ) 1 inch = 200 ft. 'BEASA. �TNT 4 RIVE "' 7 \ ` �5,\ _ y ��, W1 1 �- . ' © �SHER D _ - ^J41Y ps / 5 347 ` ;Flazrl I I � J � 24.810 � sN�R - ,►BLOCK A _ coy x.79, 1 _ 341, KIN �` / / ��� j 23.963 22.264 \ 1- eTY PARI( 1 1 ,zk' BLOC C+ MAIE OU SPALL ' r' 1x111 tiT1i� Ir }, r © \\ _� 9S•_ L ICa=E F:l9S�� �i��,,., 1\ ! a.Ai � �•.` A s•7•63 1Sr 12/.x11 � 'G 5 4 ,52.537 ` a.:asa 2.x77 At. + Y 1 LLi 1 1 �� I 5 00-F cxtLlRSE � � r � � , os� `` Q � .� � �, I`' BLOCK F �j O t -- - 5 PFIIWTE CI'F3l SP ♦ \ Q 1 _2.165 j S' ^ 1 - / V 1 DRAINAGE0'VDE �/ N 23.366 q� 9 I T Q 30.,41 $ nll 19L16W AC. 1 Gt [ �w�y i fir. 5,� ��',�{(�'� 'ti � / m ,>� �. --_ v�Z. \ ENT't>r 9 \ ` i' ` ' • 41� _.,.�:7 , •r .' 32.486► / Q BY THIS PLAT w s Y, v �,i► i7 'O tQi 77' 1� 1 33.763+' ` 153.799 ca 15..0`` 2 .4 Q �'�� Z 7 ;�!\ W W ,. V {� Fred E. Haid k rife, Ruby S. Hold voFmm. Pq.153o D.R.T.C.T. I I, I U S • �` �<<J _ . . ��ty law\ ,�\ 24.s, / /r �(O� Esq , Tg; ✓E.741 jam} �#/( tt-�am 35.927 Ot� ,S.aS tom. cT 19 m<4c� .. .� t ' . _...381 yW✓ ," J r-1 • , 4• yh i 1 r' ' y L�' <-'_/ ,) 34.773' .Yom• ' 1i' 3 `/ C-1,91 CE V*`� r2PC. JATF S4)7 ._t LNE _- - BLOCK B -- _42SSY 4 ' - - - - 23.252 E - A- %J 33.,,4 � �- - „ 1 -, I - { 3' - t S21 '- - / ���1 YARA&E Fli?TH .544 J ry 1r101L1j -- i a� I D=11454'27' YAfltJEtaD TX1lf 25., 35 +�f r'EASEMD(Tr `a \ BLOC Ern �; � ' I - - 3, - ,r' 1s SAFITA7iY ' R=5078.80' q ;� CA9. _. PC ©33. 6, _ 15 54iiAR7 ` j 1 L=� VW+6 PRT.C.T.y' f � m PA= Coffirua PL ao`lP. vt '� `r�/ `, 1s ELFT. 8L ; ' `.J was , ' �� CB=S06'S9'i 6'I�q( • I CB- DRLGT. I' 30.02 / 0� �Q ° i4 OCK E G� 13.79E N,o 174' F ?J{� ' , , ' I vi�-1{i1.79' T� .3yy rw IA .y � AT 1' I 1> O 30 oRAFnA t tTATTY -; ".� 2g2F FE-1Uzr 1 ^� � / r. S" •` n 17 - ' (l) 35 '! / VIOL_ A __. EASE1ExT - _ � j ' 31.2.E I - i BY ATE 14sts1atTrT O 1 ? -O �,�y� ! SAMiT MIT 1s ruTnl I , 4 0 S� �G Gertsid Dinstllore. et ux LrndO C9 Lr71 - 31.tco a•3aLI�r I tEl• Vo1.11381, P'fi-1733 I �` � F T' \ \4i c\\\ O�i a 7 5 [ t' - - - - - i r r\ ' t3 I J _ V� Q' ORT.CT. -{ _ f..� - 1��f1� _ !�, \ \ Ft 3Fi v. I TER. SAIRART SE>ml t \ E E 61-) - , 450 �-� $ 19 '3 tt� chi' - - - L.M125 12'- - \ 6 � ' I IS STOFM570iSF ♦AtE EJEi�iT \ 11 } I 1 4°' 1 �� 2,.3x= - ` E - 2�./ ��� `\ fit, �J1b..Sr CO ( ! By sF7ikA� aiSlEtE]iT s �,.- Q e�6 Wets 0-0 •}''E F ` v ,� 1 , r 1 . 17 0�= Fx=aa2so' / 5 1200.1 Y �. I J 13) ^ , ` �. �0 U • JH\, 13x8 1! O�- � 1 0) P4E. Lp4iiAL AdaztTnFF r ©' % r\� $E' .1 5 �yOG in �' CAS --- y -';=_ (� �) �? 03 r ,1 i -4.015 31.1 __ ,y 7, )) O.so ✓<. 0iL 4E t] Iu_. r ` _ -> . 15 David A. Loeser & rife,Cyttilitio O L5 - L4 VoL12575 41830 { ( - DRT.C.T. CIO �-' ' - N O .s, •E / c 1 . I I G ! E�-E I 1 • EuE O~ , pj q� � I N Tt a_F E nUE �. -� ' r'• ~`* r ,. ,: -+-7 i ` t E`� 3•757 Ex, l` ? .may IOT 17, F3LY7CF R I YALitM P'Wa I �9E UL ACOP t ^ELS y I J S:, v W"JERID AVa I RMIDENTIAL A=CN' CA& _. PG i, 47�E'L R=�° 6 `3/ I L ! C `.' 31.79.) j t tll :, 17R1IS 11 I 1 W �1 r E °�', iy 4 i �s Li j r ' S -1;• -- -- r'J - -- �✓ ; f r- - i w� =SJW yC�t- _^ - s I {(j' Polygon Enterprises, Inc. 1 227.1 C 4/ - )y� 1` . TA.kt iE hf_ 4 E,• ;� �. -i< ,s r, y: ; ,7,77' I�� Vol. 9339 P 1071 �C y � \- E EI.n:C O T( E}li I {{ I F y C, D.R.T.C.T. r t. 1 '�_.�' - I't 1 118) ;.� '� I WIy 34C� ,.�/.,'`" • . ? ! t. �t I t , ; ;1_,.., LOT BREAKDOWN IJI I' < PONT OF COMMENCING PH 1 PH 2 TOTAL LOTS 12,000 SF. S T:R, UKk WALME am /� EASEuEtiT c 0 63 20,000 SF. in PLAT) G 1 r . . , T - .w.... lei l,� '��.' r•+.+- t'.. .. �_r^ii E^. 167 � h'' 11313"4-(E \t 7j• , o 17 16 33 40,000 SF. 0 FUR TEXAS LACED PARrP0tSHP � VOL 13457 PGti403 CI R.T.C.T. 5 -f+ -�7y'r / W 95-tiDf1DTST1 S53'17' RPRL4C T. 41.67 D-28452'49' R-1100.00 L=516.07 i 4= 4 CB -S66'44'13 -E '4<<Z 2D umny VOLI MPQ DRTX-T. 119 / Rte' EASEMENT Ol X110 DETAIL Cdr's 01 t A02%rxrt.lr T tCYti r J' o, 2,E7t PONT t}F L BEGINNING Lr37 W' �4'i 1 P111IC %kMt SAFRART MIER t �.✓ STOR51 INUMACE EASEiM 8T'SU'ERATE USBUIiIF G • �•.J _• r PUSUC AtSA55 EASEIM �' y� 1r24 ird2S{'e,- `t!7Jy E iry I / j s BT SEPERATE NSMAIEXT 'BEASA. �TNT 4 RIVE "' 7 \ ` �5,\ _ y ��, W1 1 �- . ' © �SHER D _ - ^J41Y ps / 5 347 ` ;Flazrl I I � J � 24.810 � sN�R - ,►BLOCK A _ coy x.79, 1 _ 341, KIN �` / / ��� j 23.963 22.264 \ 1- eTY PARI( 1 1 ,zk' BLOC C+ MAIE OU SPALL ' r' 1x111 tiT1i� Ir }, r © \\ _� 9S•_ L ICa=E F:l9S�� �i��,,., 1\ ! a.Ai � �•.` A s•7•63 1Sr 12/.x11 � 'G 5 4 ,52.537 ` a.:asa 2.x77 At. + Y 1 LLi 1 1 �� I 5 00-F cxtLlRSE � � r � � , os� `` Q � .� � �, I`' BLOCK F �j O t -- - 5 PFIIWTE CI'F3l SP ♦ \ Q 1 _2.165 j S' ^ 1 - / V 1 DRAINAGE0'VDE �/ N 23.366 q� 9 I T Q 30.,41 $ nll 19L16W AC. 1 Gt [ �w�y i fir. 5,� ��',�{(�'� 'ti � / m ,>� �. --_ v�Z. \ ENT't>r 9 \ ` i' ` ' • 41� _.,.�:7 , •r .' 32.486► / Q BY THIS PLAT w s Y, v �,i► i7 'O tQi 77' 1� 1 33.763+' ` 153.799 ca 15..0`` 2 .4 Q �'�� Z 7 ;�!\ W W ,. V {� Fred E. Haid k rife, Ruby S. Hold voFmm. Pq.153o D.R.T.C.T. I I, I U S • �` �<<J _ . . ��ty law\ ,�\ 24.s, / /r �(O� Esq , Tg; ✓E.741 jam} �#/( tt-�am 35.927 Ot� ,S.aS tom. cT 19 m<4c� .. .� t ' . _...381 yW✓ ," J r-1 • , 4• yh i 1 r' ' y L�' <-'_/ ,) 34.773' .Yom• ' 1i' 3 `/ C-1,91 CE V*`� r2PC. JATF S4)7 ._t LNE _- - BLOCK B -- _42SSY 4 ' - - - - 23.252 E - A- %J 33.,,4 � �- - „ 1 -, I - { 3' - t S21 '- - / ���1 YARA&E Fli?TH .544 J ry 1r101L1j -- i a� I D=11454'27' YAfltJEtaD TX1lf 25., 35 +�f r'EASEMD(Tr `a \ BLOC Ern �; � ' I - - 3, - ,r' 1s SAFITA7iY ' R=5078.80' q ;� CA9. _. PC ©33. 6, _ 15 54iiAR7 ` j 1 L=� VW+6 PRT.C.T.y' f � m PA= Coffirua PL ao`lP. vt '� `r�/ `, 1s ELFT. 8L ; ' `.J was , ' �� CB=S06'S9'i 6'I�q( • I CB- DRLGT. I' 30.02 / 0� �Q ° i4 OCK E G� 13.79E N,o 174' F ?J{� ' , , ' I vi�-1{i1.79' T� .3yy rw IA .y � AT 1' I 1> O 30 oRAFnA t tTATTY -; ".� 2g2F FE-1Uzr 1 ^� � / r. S" •` n 17 - ' (l) 35 '! / VIOL_ A __. EASE1ExT - _ � j ' 31.2.E I - i BY ATE 14sts1atTrT O 1 ? -O �,�y� ! SAMiT MIT 1s ruTnl I , 4 0 S� �G Gertsid Dinstllore. et ux LrndO C9 Lr71 - 31.tco a•3aLI�r I tEl• Vo1.11381, P'fi-1733 I �` � F T' \ \4i c\\\ O�i a 7 5 [ t' - - - - - i r r\ ' t3 I J _ V� Q' ORT.CT. -{ _ f..� - 1��f1� _ !�, \ \ Ft 3Fi v. I TER. SAIRART SE>ml t \ E E 61-) - , 450 �-� $ 19 '3 tt� chi' - - - L.M125 12'- - \ 6 � ' I IS STOFM570iSF ♦AtE EJEi�iT \ 11 } I 1 4°' 1 �� 2,.3x= - ` E - 2�./ ��� `\ fit, �J1b..Sr CO ( ! By sF7ikA� aiSlEtE]iT s �,.- Q e�6 Wets 0-0 •}''E F ` v ,� 1 , r 1 . 17 0�= Fx=aa2so' / 5 1200.1 Y �. I J 13) ^ , ` �. �0 U • JH\, 13x8 1! O�- � 1 0) P4E. Lp4iiAL AdaztTnFF r ©' % r\� $E' .1 5 �yOG in �' CAS --- y -';=_ (� �) �? 03 r ,1 i -4.015 31.1 __ ,y 7, )) O.so ✓<. 0iL 4E t] Iu_. r ` _ -> . 15 David A. Loeser & rife,Cyttilitio O L5 - L4 VoL12575 41830 { ( - DRT.C.T. CIO �-' ' - N O .s, •E / c 1 . I I G ! E�-E I 1 • EuE O~ , pj q� � I N Tt a_F E nUE �. -� ' r'• ~`* r ,. ,: -+-7 i ` t E`� 3•757 Ex, l` ? .may IOT 17, F3LY7CF R I YALitM P'Wa I �9E UL ACOP t ^ELS y I J S:, v W"JERID AVa I RMIDENTIAL A=CN' CA& _. PG i, 47�E'L R=�° 6 `3/ I L ! C `.' 31.79.) j t tll :, 17R1IS 11 I 1 W �1 r E °�', iy 4 i �s Li j r ' S -1;• -- -- r'J - -- �✓ ; f r- - i w� =SJW yC�t- _^ - s I {(j' Polygon Enterprises, Inc. 1 227.1 C 4/ - )y� 1` . TA.kt iE hf_ 4 E,• ;� �. -i< ,s r, y: ; ,7,77' I�� Vol. 9339 P 1071 �C y � \- E EI.n:C O T( E}li I {{ I F y C, D.R.T.C.T. r t. 1 '�_.�' - I't 1 118) ;.� '� I WIy 34C� ,.�/.,'`" • . ? ! t. �t I t , ; ;1_,.., LOT BREAKDOWN LOT SIZE (MIN) PH 1 PH 2 TOTAL LOTS 12,000 SF. 63 0 63 20,000 SF. 73 94 167 30,000 SF. 17 16 33 40,000 SF. 0 5 5 150,000 SF. 0 4 4 TOTAL 153-1 119 272 NOTE: THE MAXIMUM NUMBER OF BUILDABLE RESIDENTIAL LOTS SHALL BE RESTRICTED TO 288 LOTS. (PD 3-1 ZONING) PRIVATE OPEN SPACE PH 2 - 11.171 AC. PRIVATE ROADS PH 2 - 11.518 AC. NOTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROWS. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. COMPOSITE OF FINAL PLT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE ? RESIDENTIAL ADDITIO\ ) SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (1 f3. i AC'.) `1E IUCAN HUNT SURVEY, ABSTRACT NO. 756 ( 9:2,8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: r coley -Horn OWNER: and AssociEmitul%S, Inc. t WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 -- i -i7 •- - r� 1_^•1 Tr']1 Dr,. TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTSSCALE: 1 "=200' CAB. ---- PG. ----- DATE: IMAY, ?001 817/430-6600 JOB NO. 063466004/C500 SHEET 1 OF 1 I off' NOO'34'52'W 19.92' I `n W �oS48'16'00'W I N w CA 11.29 �I w N FMR TEXAS UMf1ED PARTNERSHIP 7e0 ,' 11 D-27'3456" VOL 13457 PG.,403 28 ' 10.24' D.R.T.C.T. CCS 98-R0091571 �f R=550.00' R.P.R.D.C.T. PUBIC UTILITY EASEM L=264.77' 34 25' VOL.L 13457, PG. 403 ENT 1 VOL. 1341NE 57, PG. 403 CB= N 79'37' 40"E 10' WATERLINE CC# 98-RO 91571 D. R.T.C.T.- EASEMENT R.P.R. D.C.T. W CC# 98-ROO91571 CD=262.22 R.P.R.D.C.T. --- - I _ ! 50- X 25' UTILITY ESMT. W 1 c VOL. PG. 20 PRIVATE OPEN SPACE NO. 3 EXISTING ------_ --- M! PUBLIC ACCESS ALLOWED (TYP.) DOVE ROAD O R.O.W. DEDICATION TO col / 1.178 AC. TOWN OF WESTLAKE 20 PRIVATE OPEN SPACE N0. 1 " PUBLIC ACCESS ALLOWED TYP. S86'34'S2'E 76 7.0 2.566 AC. i R-530.00' 86'34'52 E (BY THIS PLAT) ( ) iJ m �o O L=102.86 205.16' 4, 15 S 2 N / / o0 30 00 S� . 116.98' 88.18 S Ap. / N 85.21' W $rj �, 6 SEWER ESMT s�SEE DETAIL1; r, a i"o S86'34'52'E- I ROW DEDICATION / n1 g9 6 S?L L-908' "�ti~'� SEWERTESMT�?`�1� ( brn 7,758 M� �'F. 194.63' -238.34' -t _ 1 In eY oTHERs ' // ��1 x6550,, �9` .�- ,, �� ^ 6� I '�9¢I6, Z SQ. FT. N 6� 49� 15' STORM 4 .71' N „09 SEWER ESMT ff pP� 0. r, `s. a; 5.CD 114 o N 23,771 N 3 o. D=19 21 24 N �vP� �1� P �, 24 24.014 z Co I �N 34 >_=i5.o2' 'I \ ,QR �• p �, a 0 33,856. M R=28.50 00 0 .� �� �� Mr � , �s R=840.00 �\ \� 35 0 6G7 R=14.00' �-� 5' BL O�� �IC�I�"' L=98.19' N 03 L- 283.78' �� 66 15' SANITARY R=14.00' L=8.86' C�`�h �°��' z w �1 aO R=98.44 w �� / 64• ? L=5.54' R=14:00' `L I r'� a' u 3 c.� \ SEWER ESMT _ \ 9 I00. CB - N 80'44' 44"E%� hs fig, + 15' SANITARY \� hg 05 J �0 �4'_ L 7.55' 53.18' �\ a / 2 9 \ °' 82• - 3 S R=63.50' a / 35, t 70 „ , 4g �, �4? SEWER ESMT550��E 14�5`�5; ?. 6g.3�'R=217.50a - S� \�,' 29 � ' l::1 0� S89 34 34 E _ 8 O L=53.8O CD 282.44 ,, Sp 2,_31 ,- ' �' + N n' G / °� oo _ - - R�'L'' p0"o' 1 26,983 ( L=45.11 39' 42,081 _ - 19.34 .0�� ` / 23 £Sill /'N- N o X78 37 �L=59. 5' 85.00' R=9 :44 g2J - - - - - - �! Pg E wN11 of r► h Cs --- _ <; , ?s / R=1400' •�� I I 2� �',� i �, ' �� v p,R� 2 483 oosso�� 2°' 265 ��� �`L$�? \'48� O' �` L=17055 S6g"L; I I m JI vWi 3 / / 15 SANITARY 'L o o; �� �' ' \ 29" 22 c , I ! I ,, �? Vo O / CF1AfFR L CUT _ �r / �n�'� �1 �� 6 ' ' . \ \� n1' /- _ \ M r �. I J ti 3 1 / �� --L NOTE: 20' DEDICATION FOR PUBLIC TRAIL 0.57 AC. S �o neo „ U•t [ �• N f .y, ��, at �.. , v a I i 11. z 34.03'- 06+. !y :N 18 N M (� n 6,684 / ii`1 rL. 0 7 s c,' R=34:00' % ``� h ` 0, C_ 2 7 I l r o o 00 S52'50'36'E O `�: `r 25,1, 2� �y O \r ,946 z z J �y -850• L=17!31' �/ c., 3 21,916 ,.`L�h � u \p / � L =287.0 3 R �. `* v 11 \; �, 10 \ �� �� r _ 23.45' �� v S N6. +k, a cn cr �/ 60,061 a 36 "' R. 3�i '��> tia �� w -o' a� _-J L =u' / 10' PRIVATE OPEN SPACE N0. 3 �,, w 82.5 > 1p 15' STORM .�5 1 _ 14p j �c �\ '/ h io PUBLIC ACCESS ALLOWED (TYP.) -2ti`�� i9' R=34.0 3 664' s /p, �¢3' SEWER ESMT �g���06 1 �w o o - R=535.00' R3S j�Q, ,a� Q, i-to1.178 AC. Cn I coo,Zr ,� 1 R=34.OQ' r1r < 35 00 ry �o i^ 30,289 0 15' SANITARY 2ti 4, �, L= 0.97 17 cr t! " •_ 'may���� \ s� '�s\ v, �, LST 3713. N 25 ACCESS AND UTILITY ESMT SEWER ESMT o / c'�i'6p: I o o BLO �� C6 s f 1S \ 3J 5C L=93.07' \L=48.78' 20 s. -1, 566 I n Cr o lf^i s P 4?)' �% 4� ,bC s o PRIVATE OPEN SPACE I Oma,\. _ _ ..� �\ 'NYCE o S�3 " / / I (. n� 0 Z AND DRAINAGE EASEMENT R=50.00 I I ; 5i t" -s - - ..no'S6"W - - L O �i C>a._ 71SS F \= 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. I r 1 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. DRAINAGE & UTILITY EASEMENT VAQUERO GOLF COURSE CAB. , PG. _ P.R.T.C.T. WB Texas Resort Commu Vol. 14334-0540, F D.R.T.C.T. OWNER: 'Sj 210 C WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS 817/430-6600 GRAPHIC SCALE ,C_ip 50 0 i ( IN. FEET ) 1 inch = 100 ft. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) INIEMUCAN HUNT SURVEY, ABSTRACT NO. 56 (9-2.8 AC.) TOWN OF I1'ESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: Kimley-Horn and Associates, Inc. 12:00 Par,. Central Drive, Suite 1600 Tei. Dallas. Teras 75251 Fax I! t'971c CAB. PG. DATE: MAY, 2001 SCALE: 1'=100' JOB NO. 06346604/C500 SHEET 1 OF 3 N O SHEET INDEX i 2 >d a � I FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) INIEMUCAN HUNT SURVEY, ABSTRACT NO. 56 (9-2.8 AC.) TOWN OF I1'ESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: Kimley-Horn and Associates, Inc. 12:00 Par,. Central Drive, Suite 1600 Tei. Dallas. Teras 75251 Fax I! t'971c CAB. PG. DATE: MAY, 2001 SCALE: 1'=100' JOB NO. 06346604/C500 SHEET 1 OF 3 N O 25' PUBLIC U I ILI IY LASLMLN I VOL. 13457, PG. 403 D.R.T.C.T. FMR TEXAS LIMITED PARTNERSHIP D=36'52'09" _ CC# 98-ROO91571 VOL. 13457 PG.,403 J R.P.R.D.C.T. D.R.T.C.T. R=994.00 I' ' POINT OF cc# s8 -Roos 1571 LLJ [COMMENCING ' VARIABLE WIDTH WATER - - - I R.P.R.o.c.T. L=639.63 �- - VOL PG. ' EASEMENT SE„cR _ ROW DEDICATION CB=S71*4353"E Fn �U;E� EASEMENT AND SANITARY - - - - - - - - -- - _ _ CD= 628.65 DOVE SEWER EASEMENT E' --- -- -- -- -- -- - -- _ = 03. ?5' R_ 11 5. �AD (BY THIS PLAT) =g'r R.O.W. DEDICATION TO - - - --- ---- --- - ` P ��� t=I ,_ - � . �- �+ , tn� W ��'`?' r • i � .� UL7i-1 Ci T' �� V;; s S'°0'111' TOWN OF WESTLAKE J » BY THIS PLAT 20' PRIVATE OPEN SPACE N0. 1 VOL. , PG. ` ' 1, � N13'13'''E G �p J. E ( ) PUBLIC ACCESS ALLOWED (TYP.) I 15.00' ���� J ��r:�':� -J 767.02 2.566 AC. (VARIABLE WIDTH R.O.W.) 3 85.2 • , �,606.14 0,5 i x.06' �.: 40 1' �� � I� 1 r I a Ln .d- 'Wio S86'34'52"E- I N89 33 02 EFMR TEXAS LIMITED PARTNERSHIP /�� %��p;11 i z ( Q ��, LC) PI) -238.34'-N89'33'02'E - -267.95'- 33 'F. N89'33'02"E - - 248.86' -&.g n 7,758 4 Cdnoo 1'E- 194.63' ?� 4� 74.041 VOL. 13457 PG.,403 JO orn 15' STORM 1' 66.43' 171.52' 30.00' >. 188.66' 60.20' L=157.93 �'' - D.R.T.C.T. z SQ. FT. 0 6� 493 6 SEWER ESMT $ S h� �� +� �� \ \ » CC R9P.R.D C T7571 / L` -` rn 9 pj F 1 15' SANITARY 6 j��. 33 �- \ # ' �' �� �r lr 1 `w 2 S89'25'OS'W ` SEWER ESMT �, S5317 48 E I � � � ?S 85.00 \ NOR -49-20 " VARIABLE WIDTH 15' STORM N 81 g0 3 �, 12.52' =�=15r,'OrSTORM ESMT •� o _ \ 41.67 02' SEWER ESMTI x,D=26'52'49" 49»E I I 48'3p 77 , 15' STORM v; 7 o SEWER ESMT15' STORM _28.50 '' 6 � i� SOt'4'W ?'67 432.0030,229 �r n SEWER ESMT mR_1100.00 o- o 18 4 ' L 8.,9 926,918 S• L=516.07 B.4R BLUESTEM 23,So1 42.5' BL/ CB=S *44'13" / 1 Qz 42 �• I F l 15 SANITARY 14 �. COURT w g8v N N I (/] A / 35,170 r � / L=57.22 EWER ESMT ?°' ^? 19 �. \ --CD=511.35 20' PUBLIC UTILITY EASEMENT / o' /� 23,598 ,248.1 15 =t c°Di+_ VOL. 13457, PG. 403 45.39' 42,081 A2 i N �,��o• \ L=49.69 i / R=50.006 1 2 �/ 39• D.R.T.C.T. / �L / 41.92' 155821 W L-48.41 L=45.62' 29,035 r� _6,04 �• 9j 85.G0' -9 .44 g2 _ �� �� S 13' ,, cp o GAILL MIA ; ,•�S�`' 15' STORM 6�' \ CC# 98-R0091 71 R-50.00 r, t 154.8 0 ,y \ I ) �1(�, Z \ R.P.R.D.C.T. 1 `/ J ?? �- SOUTH o S87'45'39'W I S88'OS'O3"E srg. COURT 4` = , O ti� SEWER ESMT 'Q� S! s \ J o1y / 9• �rj PASS I 169.32' \ 175.64'',�� V NORTH IL=41.9 z L�26.96 36 /L=35.131' 0� 3 3 I �' i h� - 35 °j 7 s R=34.00' _ L=51.17 _ -L=45.60'.. 0 1 �/ .1. 18.42' 3.50 ,, O 11 L=30 3' R-34.00 rn o, 15' STORM )� �, � O �. •. O _ 16 0 •- ; N85'39'07"!i ev rn /� 0 e� o,^ / 22,725 o O _ I w 3 L= 1.60 of L= 2Q SEWER ESMT co ;� r"i 28.684 / Q /,`L �,� ��"o. L=48.42' L=44.14' -' 25.560 u� �n� � !'"' 2 17 ® -F" 2¢d \ \ O 61.29 L,8? O I \ r '�O ao C8, m N ,n ,n u 5,898 L?27,73 `S0 ! `;L=45.69' 1 45_ 4 r W o �; co X5,477 % 15' SANITARY S H. ' 5/8. CIRF o ^ (CARTER -BURGESS) �) z z �• / \ 5 •� N Q 2; s• GL R=34.00,' 00•rn SEWER ESMT4� ? / I/ n/ 3 42. s,�• cr �✓ C o o ► L=30.6737,1 0, % ? A 0` 6 L B L z Cn 59.03, s S84'S5'47"F / / 8 �� o`� L _ �=121.76 _ \s / ^' 15' STORM \ L_ B �/ 3 j C, O 1Y a 27.5= _ z, 01' 1 5' I 1Q 9 214.45' .� S$ ' 1 L 00 �0' r O \ \ ' ON O �„ �� 147.41 D 5 35.00 L=228.69 (� `L1' �� /L=45. 5' �'/ SEWER ESMT ��1 > 0 , Q 3 'c• II S 3 'S W �„ g� - - - - N46'S 664 W R, X10\ , ` �6 �5� " 234 63 74. '1 \L 107.12' 1 35.00 R153 . •�d� o c� 21,667 / 9 19 22 3,� ` �9.� -r 26 60 80 , 35 p 5.00 30,289 N 20,387 J� X135.0, p p 21 70 GST 7371$ . Cl) 3 w N2 -134.60 o BLOCK 274.72' - __ - - - �� lu .\ ' �S� �`1h /R=34.00' `c\,w i��� O �ry o/ M _ 15' SANITARY I s �E DETg1 102538 W ' �- Q 5 f S w / i 0 L o -- L=74.03' 3�3 SS L=30.97 a^ o SEWER ESMT �� L C6 8t P%�� 1S4S7' >r / 7315 63, 71.20 46 �S S��• �hh `L�' a 3,669 �ry \ro; y!'1b ! (; _1 c 4k i Ft% - 844. �a1 ?6 /1 J,v, ^ �s 30.1-1 v Ui o , , � C o S73 � 0 ,89' - S00'02'25'E / N 27 15' STORM /• J _ L 0 ®' S E o 21 ss Ic 42, _091 1 6p� 5 �i O S �'N `'i3= z 64 % - 7371 SS./,% _ _L=112.15'_�ti �,� _ Y 5; B� \ \ 02 \ 13:98 22 ao ��, p� �s�s SEWER ESMT/ 2�S• `` POINT 0 F w �� 36• f I-) C L=265.01' - 22 ��.= 543 , c92 ��,, �� ,L ? qfl • s 6 3 i , 9 / ! !�, I 1 O. 5 L Q w� ` \X422 3. 1 �� / N 3 �� *,966 �ti'� 25 2.� �, V. 1b'WA R s ��- / BEGINNING �,/� jp��[, may' - O \ V ®, // �a�• �, N N .a !�` , �� \� \� 24,48 L=50.33' �6 / ESMTco '0 �� o �. �O N o, 2 rn A `�' fp �' 1 ' L=127.07 - - _ L=41.52 ' _� t w o C `0 CIV 1 �' 15' STORM ?' O �' a= o 24,756 "� 4 •y� o\ �• .•p 14 ' R=156.83 y L` ' d: 1 0 �, �'c� �v'� , SEWER ESMT os� 30,079 Up -,•613 m O �h, i9' \ ` \r . g�, !s• SANITARY `�s L=37.03'/ ?g ` Cg / / PUBLIC WATER, SANITARY SEWER & W O 2 l v % 10.5 F+ , - �o u O �s. r , cs \ \ •� M 2 `ti •� \\� oD. �� v 8 _ 1,766 '0 61 0. ,D S R= 4.00' � - (n �,60Y O >\ Q �, / N h� N' \ 0 5� 1� 0 VES EE pTMT op o. R=50.00 L=41.95' EWER ESMT I STORM DRAINAGE EASEMENT 15' SANITA !Y O�' i `• ^b �� 8343'32'W ?g hti R� �,�5 6.31 ( ) C,q, o L�30.97 rn I 40.1 8 I VOL .PG. r •o �i\ c�, ry 151.69'2S�• l •7 J ,� \ 38 1 'o I l BY SEPERATE INSTRUMENT I �O o.�. � �� � � 15.28' v \ ' �" yam' _ � � / � • i J ' � o -tel I ' `t 2 / V L=2.59 t\ s 3 ' 9 0� �o ,4 032 (1 \�\ • �, �� 57 g`L;- G /^ q; PUBLIC ACCESS EASEMENT o� 73.24' 73.24' 6� - �,� \ , \�,\ ` . 23 ��? `scv. :. _ H6g. SWgJF I VOL PG. h o b 35.83 182.31' A •5°� p s c �`L' `` L=52.5 '_ �, OS E R � I 0 0 26,830 o / 18 3 2139 811 E. ss y 3' �'1 0�0� \ \ \\ �> 6 2 s J i�1 L=24.70' p??�• s / o, m N83'59'16"E 0 5 �' 27,4 1 ti �% �' 28 {y MT � BY SEPERATE INSTRUMENT ,E 2�4 0o A o F �? 93• \ `�.�� �� ��°� ���y, 0 -3007 I I I �• 61.96' N11 4113 �.� I ,riN 32,718 17 ?8S, (R 1 �p \ ��\ \ \�� �=34.00' Cp 48.24. 2 ^I N N O !'-J _ 7 3 3725,Av y�;Ov,635L=30.97 26.156 / o a 2� 55°j I R=34.00''% g"�4E ,'1 3Q ri v L=58.99 rn X51 so 04 .�, y O or, ' ,., b 23,946 I p 2 6 4 c, 4S o I I 57g'421fi W �, Ej i r. 31.91 1 ms`s /� o 6"E tN -11'46 N, �\ 9.63 0 ` " O ,�� N7436 �6 a 6 h C,; J� t 425 S8171 s a \ 18 O o c^�` "W , 979 ��" y� 31 Ls�' Ii" Q �r N 73.28 �� 19 opo 1 I o 0 25,347 1 N1927'12'1 32 EASEMENT DETAIL GRAPHIC' -_�C ALL: IN FEET ) I Inch - 100 ft. SHEET INDEX LLJ Lzi Of o, 0 _ 16 0 \ q `15:01 0� �� / NOTE: j <� O�' / L-5 .19 20 `_'cam, !- 516.139'13 \, `sem' / ' • c 5 g _ 26,791 �. 2428 \w �o __.� 1 TSWERNESMT1361-115, ' ' _2,'264 �.\ \ �ti�01.46.91 y COMMUNITY PARK �',� ` I �' �� c �' --, s 5 BSC}(_ / 1. Selling a portion of this property by metes and bounds, except as 8 w - 9s.as �g� �„ �o• 01 w PRIVATE OPEN SPACE 60. O 1 I 127.7 �, 5 1 / shown on an approved, filed and accepted conveyance plat, final plat, L=7. 35 ��+ ��• �6°�' 129,671 ?6,554 I o, o �� 193.18 N87 -13'25'E 152.79' �� S6 / ' W 1 0� 2113' s.` ,9\ L=30.97 �'- y .� h - �I 1 N87'1325"E 265.02 33 I 1 or replat is a violation of the Town Ordinance and State Law. W 'A \ R=34.00 �O 2.977 AC. �o o �i u= GOLF COURSE O 5 \ 0 \ 15 S0 `I1r h� H664?• �, 00 r- BLOCK F = I ss 'W I u o 2 / 2. Dove Road and Precinct Line Road Rights -of -Way adjacent PRIVATE OPEN SPACE I _ O ,� (n \ O \858 ?' j6s,o. 22,165 �y� e� >>o ^�°` 3g, ^' o ! �/ �' to Vaquero Residential Addition Phase 2 shall be dedicated by 190.688 AC. •�`• W , 368 • p J �,1.?�i• 'y``� j 1 "' 1� a, 1 h a W G N �, C` �W `�'\� a� ,5� N6 "W �, 9O 1 N _( �^`' \o°` 0,141 ad J w I C j separate instrument prior to acceptance by the Town of Westlake W I �\ �► g 861'382 �s 7w \� ��9' S ?�s� `��o• s7��3p6 `� 2 •E o I ' O 2 of the public improvements. 2N24'S6'33'W 481 �) V) a 11 49' ti� 25,547 / o 15.02 o � s I I I P P `, `� �� � N �\ \ j � �� � JJ,763 � 8,39500- ?669A>• , `� it � 566745 • \��� w � N6 62 �^�� r= 1 „ w \ 7 \ e, \ \�s. ,,�° 10 8s- `i s6 1' Wo gf 13 � wg ^�� I Q ! 3. All roads within this development are Private Roads, Access, Z_ \ •� �i� �� ��,���`� ya O „°`/ 9ro Sjp ? o� '�� \,;� �A�� ' ' 1r �( Drainage and Utility Easements. Utility easements are limited to '5,792 Q 0 ' sso' 13 ' 1.11 22 �N �� �ti O o �1 0_ i sanitary sewer, water, franchise electric facility uses only. Unless 15' SANITARY �� Sg9 9�9 or. �� \o- �, 11 `� �� ' / 6674• ranted b separate agreement. \ SEWER ESMT ! 'L`L a s 6s,l, S8 � R=50.00' \ ,7 'q, " 9 Y P 9 _ \ ��. \ \ 3 z �` o. '� N' L 35,9" in I I U \ 'rir- 0 38.741 n, o o U` 25,886 do i� 1uo C� IL=36.7 ' I f I- 8 \ o� \ •� a� ww o_'''• / �`1 p / 32� is it r U=-,.0,,,48„ c \ / �,' - <�, 19 I -�l i 4. COA - Control of Access is shown to affect lots at the intersection Q ` \��• O OrO 5 \ \ Co rM o '1`1/ ,•-09113 • O� N ' I J ! m R=4905.0'0' 22,381 �� ��y� �O "� 12 - l�\ _ / ,��i " 744 ,,`L 7g7320 -W ' 1 L-1; 01.;7' of Vaquero Club Drive with Post Oak Place. oq�o" ?6, �i �! i 1'` R� p , / L=41.00' 2431 l ' j q 34,773 CQ °o 0���' ��1 +� 5' 1 !'' CB= •02'25'_ 3"�` 5. EUE - 10' Electric Utility S �. 9� \ ems' O �' p c�=;791.66' t Easement (TYP.) o SS 1 45 O \ 9 15' STORM 62q� 'ti. o0 0 \ a� r,� 4 ' 'P. �g6 EW R ESMT. '' o i -- -- - - -- !,� \1,,. ?8s �2���i�2� • `� s �ti J �-�, - J o 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and ,y =j,29 2 >6� 00 - �5_BL -5 El 0 �� �• 3,11•+ <^ 38,544 L-5 / " °pF ` VARIABLE WIDTH o ►1 ( Dove Road are for public trail and public access, as required by PD 3-1. % sr7 21 DRAINAGE &UTILITY hh' ,D- �s R� 10' L=43 E' 8' 1 a �/ / o . 3 -100.97' 2945 �� X49 `' a STORM EWER ESMT lam' h 10 �> >. o �s 21 c=246.7 - - - - R, r-- D-11'54'27» EASEMENT •'� O �- �y l �ti% 00 2' R=330.01 1 �, e - 7 9 5 ` s �• �,�\\� ^ ,\� •c�, /\ L=210.50 0- �- 2 p 15' SANITARY Q IVp Bopp) T �,a O �. �, moo, l , 7. As shown on Panel 180 of 595 (Map No. 4843900180 H; August 2, 1995) VAQUERO GOLF COURSE ADDITION 25,135 \\ lire`s •� •� ••o R �� cs �1,_0� / C Oct,(EASE►AEt1) h 3 _ \�� �- 1 R=5070.00 Flood Insurance Rate Map, Tarrant Count Texas, no portion of the subject I�� '� o, ,y6 \` p ,�- �� C, ,& 1300E Q, c s SEWER ESMT ' P Y� P J CAB. PG. �� 438, �� L=6 9, �I0 Q, s 25.94' , s, o / 0 w cs, 33,361 2286' 15' SANITARY'"' <" 1 tract is designated within Zone A or AE of the 100 -year flood plain. P.R.T.C.T. I ?33 y. / �b• , Br R= 70.130 R=269.0 f \ I I L=1053.68 � tis �" 15r STORM � �- SEWER ESMT 289. 1 , » h.v 0 % -N07'42'S5'W <, 2O _ CB=S06 59 16 W 8. All internal road rights-of-way (private streets and designated Private Open WB Texas Resort Communit s, L.P. I � 11 / i6y� '/ � WER ESMT. T � g 13' ' S76�4 65' � o / h / BLOCK„E ,} 32 22•E 16.54' k 'I j e Y (P ) 9 P Vol. 14334-0540, Pag 001 0 o, O / �ti ,4, % 30,796 •139'02 3 127 ' Space will be conveyed to a designated Property Owners Association. D.R.T.C.T. Ut 30.022 ,� ry so 14 0 ! , / ti 10.00' l`, N78 17q 81' '46 ?54 �8, ' ' I CD=1051.79 P Y g P Y i L= 4.31j �, 21 h / 23,399 ,� ti i\p 129. I I 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining II II ,»�' NS). 21,038 94 1 If Y J 9 .W w I 1 all interior ROW's. I o L=6.65' I / / , S?' 2 15 �;�' ��/ �, �, �0 5129 �5 11 12 s� 331 PUBLIC ACCESS EASEMENT N8836'13'W R=14.00"\ �S8 `32 I � ' / h'� ,4. o` p 115.14 o 297.28' L=9. 2 o h �^ / S' / 01 p 4 V ,-' ^ \� N o O N j VOL. PG. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless 30' DRAINAGE & UTILITY J, � R=14.00;., h �' 13 S86'5950'W 163.42' ^ti 0 17 s �' 1Q �" 35,681 �'- I o Q / " ?' s OCL W s BY SEPERATE INSTRUMENT otherwise noted. EASEMENT N 12 N' ; n / 135 CJ \\ p E'' v: � o ;;1. ^ 5 ,n L=88.03' 'n' �� ti Q o 2 G .Q �� /� `9 cD 30,831 N o -`n R=207.50 F I r �1 l" 21,08 00 �; I GJ 2Q �^ /'^ ✓ pp `,d �` o '" VARIABLE WIDTH o >. I o w •� ui a , d .�u I (� _b,157 L, 0 1 'f'�. �� / i \ 0 v 31, 80 r^ L=30.97 C8 SANITARY EWER 15 WATER j ) O �� C� 221.13, o rn L=71.60 \ 40. 0 i` 1 ,� i R=34.00' rn EASEMENT ESMT S87'48 03 W 35.00' j �i�• �' g - - - - - 47 P• 0 \ 1 J J �'- o I I I PUBLIC WATER, SANITARY EWER & t -237:33 0 25 fj , \ _ 0 15' STORM STORM DRAINAGE EASEMENT M � 1,950 L=65.69' mss'' L=125.12'_ S I � I �� �r � � 3 EUE -' � 9> \ ,., _ - - - i S8�'S� 14.0' \ .> `• � SEWER ESMT. l EUE 1' �` �, 9- 19 \°� 57' - o. < VOL. .PG. 11� �I of � 21 h 2 i , 38'' ho`' y \ rn, Ls154' - ' R=50.00' - _ _ ��:, I BY SEPERATE INSTRUMENT C1; JI IJ ' - �.oS��o 35' BL 24,357\ 1 \� , ; 50 teuT,r�G CO`%EN85'4.85' 1 S84'45'06E I �o t1 5 •. \ ni �r�l++ 52'57"W 18 I 151.02' �I I ` ' S87'04" 221 �� 94' 6' 17 \ Ls1 82 513 - _ R�82.50' 148.31 f , .r(�S �I % ,' \ 3 ;' ��'� 2 361 S85'03'18'W r'cr J', R� - -- �' _ oo 4- _J 9 rn I _�\ \ /\ G%/ 134.52' �.�`* L=74`.60•- o i9sp > 382 \ �, ��, B� W 10 \\ 140 . 7 1� \ �\a cr �cr � / 7 . _ i� \ p' .�. I �+ w l ( l Q Z `! �� �' \ �/ VAQUERO` PH E\ 1 RESIDENT1\�L ADDTION / `; �%' A� �1 4s �, "' i `�'' w ) to , Q a ; I/ ;a 18 ��; O _ o I �� 1 u 28 213G C PG. r}.. 1��o i 5~ �� \ LA 15 , �"j 13 � WI ���-� �� ( \ \ 16 w 14 `c �) U; ��. 1� I �. 24.018 P � ,�7 0 a' ( .1 _ 27192 L=I .I-)' �. 23,990 31,171 z 0,496 .L r -i I ~ �� � i ��`1't�� (p L=`5.67' � ;, ,1 R=14.GG', ��� j �� �� _- J I I L-1 cu X' k 010 ( � FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE 2 RESIDENTIAL ADDITION,) N 0 SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 190 (18.7 AC'.) N iIEMUCAN HUNT SURVEI', ABSTRACT N0. 750 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS Q 1y �� LUL t ., - z OWNER. _ (� 5 I I SURVEYOR: a_ Cl? ( L=134.08 �S� ,, --�J r �' rn ,I (� �� \� lLl 1 WB TEXAS RESORT COMMUNITIES, L.P. �(�m cv o O p 1, �'.3�s0 �� \ 26,160 J \EUE X20) , " O L5 L4 t`y w I IcWrl 2001 HWY 114 Klrrlie -Horn Q) \ 30, 316 82� , _ L I _ �� s o 1 5 ` �� u I _ _ - 1. - . .1� _ SUITE 100 s 57.95' s� ��' O \ 2 _ 0� - I TROPHY CLU 76262 Inc. O\ `sem `1 s 1 V 8g p�o� 1- 1185'04', "E , ��6. �o , �, - ,, BTX. and Associates, o ~� ? Q6) �� Et' O IEUE ( �` ti3 6CONTACT: tjJs-.S; �'�n --� I ~ ) 17'58" STEPHEN E. YETTS ',AN1T°Rf �E', ER EASEMENT � � � � /, � � s�• �. ?1,014 � �'' I � 1 �� S??g• 8 W � 817/430-6600 - M (VARIABLE WIDTH) �� �� /°/� \/ \O• `� _X98 6C'' _I w `1 t� 2 , 1,2700 Park Central Dn•. _. Suite 1800 Tel. - eo AB. --- SLIDE ---- 5; 7 \ K j ` t- - F• EUE 37.7 (� ` \ y \ 1. _,AIlI1�R a �1 } n _ j 00 I Calla Te as �: `•1 P, R. T. C. T.E`'1d' I T� I I 1 w 21 900 \/o, ' \ \ 5 LOT 17, BLEOCK K �/ EUE I I 15DRAINAGE / r _ VAQUERO PHASE I R StDENTIAL ADDI 0 , `' Ii CAD. G DA I . \ rii \ ' ��% - f - �,�+08 P . ] SCALE: 1"=100' o L7AB �c_ 31-9b - ----- ----- 'E : MAY, 0 01 EASEMENT ^/ i �/ ? VAQUERO PHASE I RESIDENTIAL ADDITION M' C / (3� \ �I i JOB N0. 063466004/0500 SHEET 2 OF 3 - �9 EUE i I �� \ 1.81 J'�. �/ CAB. PG I - 4: S �r .O,B� - - - 0 STATE OF TEXAS: COUNTY OF TARRANT: OWNERS CERTIFICATE BEING a tract of land situated in the Josiah Walker Survey, Abstract No. 1604, the Memucan Hunt Survey, Abstract No. 756 and the Leroy Boggess Survey, Abstract No. 196, Town of Westlake, Tarrant County, Texas and being part of that certain tract of land conveyed to WB Texas Resort Communities, L. P., as evidenced in a deed recorded in Volume 14334-0540, Page 1, Deed Records of Tarrant County, Texas (DRTCT) and being more particularly described as follows (bearings referenced to the east line of that certain tract described by deed to WB Texas Resort Communities, L. P., as recorded in Volume 14334-0540, Page 1, DRTCT): COMMENCING at the centerline intersection of Roanoke -Dove Road and Precinct Line Road, some being the common east corner of those parcels described as Tract 1 and Tract 2 by deed to FMR Texas Limited Partnership as evidenced in the deed recorded in Volume 13457, Page 403, D.R.T.C.T.; THENCE South 01'48'34" West along the east line of said Tract 2, a distance of 432.00 feet to a 5/8 -inch iron rod with plastic cap stamped "Carter & Burgess" found for the southeast corner of said Tract 2 point for corner; THENCE South 01'31'55" West, a distance of 107.12 feet to a point for corner; THENCE North 80'10'38" West, a distance of 102.53 feet to a 5/8 -inch "KHA" capped iron rod set for the POINT OF BEGINNING; THENCE North 40'16'28" East, a distance of 137.52 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 38'36'52" West, a distance of 227.51 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 16'43'10" West, a distance of 324.82 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 73'21'55" West, a distance of 147.45 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 13'19'56" West, a distance of 79.51 feet to a 5/8 -inch "KHA" capped iron rod set for corner; iron rod set for corner; South 79'58'12" THENCE North 16'38'05" East, a distance of 134.26 feet to a 5/8 -inch "KHA" capped iron rod set for corner; capped iron rod set for corner; THENCE North 48'57'10" East, a distance of 43.61 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; West, a THENCE in a northwesterly direction along the arc of said curve through a central angle of 20'10'56", having a radius of 475.00 feet for an arc length of 167.32 feet and a chord which bears North 83'27'23" West, a chord distance of 166.45 feet to a 5/8 - inch "KHA" capped iron rod set for the end "KHA" of said curve; iron rod set for THENCE South 41'02'50" East, a distance of 44.17 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 12'56'30" West, a distance of 497.78 feet to a 5/8-inchKHA" THENCE South 01'44'02" West, a distance of 131.38 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; capped iron rod set for corner; South 79'58'12" THENCE in a southwesterly direction along the arc of said curve through a central angle THENCE South 28'02'25" West, a distance of 366.47 feet to a 5/8 -inch "KHA" of 11'54'27", having a radius of 5070.00 feet for an arc length of 1053.68 and a capped iron rod set for corner; iron rod set for chord which bears South 06'59'16" West, a chord distance of 1051.79 feet to a 5/8- iron rod set for corner; S72'26'28"W THENCE inch "KHA" capped iron rod set for the end of said curve; THENCE South 16'53'20" West, a distance of 51.89 feet to a 5/8 -inch "KHA" capped capped iron rod set for corner; 79.51 THENCE North 88'57'58" West, a distance of 20.00 feet to a 5/8 -inch "KHA" capped iron rod set for corner; South 79'58'12" West, a distance of 205.99 feet to a 5/8 -inch "KHA" THENCE North 64'02'24" West, a distance of 74.52 feet to a 5/8 -inch "KHA" capped iron rod set for corner; iron rod set for corner; S72'26'28"W THENCE North 67'38'45" West, a distance of 114.70 feet to a 5/8 -inch "KHA" capped iron rod set for corner; L10 79.51 N13'19'56"W THENCE North 70'52'15" West, a distance of 105.43 feet to a 5/8 -inch "KHA" capped iron rod set for corner; 475.00 N83'27'23"W 166.45 THENCE North 82'42'42" West, a distance of 125.04 feet to a 5/8 -inch "KHA" capped iron rod set for corner; i 50.00 N86'13'57"W 42.38 THENCE South 81'37'27" West, a distance of 132.26 feet to a 5/8 -inch "KHA" capped iron rod set for corner, some being the beginning of a curve to the left; THENCE in a northwesterly direction along the arc of said curve through a central angle of 08'53'25", having a radius of 635.00 feet for an arc length of 98.53 feet and a chord which bears North 13'06'49" West, a chord distance of 98.43 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 72'26'28" West, a distance of 60.00 feet to a 5/8 -inch "KHA" capped iron rod set for corner; 74.52 THENCE South 79'58'12" West, a distance of 205.99 feet to a 5/8 -inch "KHA" capped iron rod set for corner; L4 THENCE North 17'40'51" West, a distance of 76.54 feet to a 5/8 -inch "KHA" capped iron rod set for corner; S72'26'28"W THENCE North 62'36'27" West, a distance of 211.77 feet to a 5/8 -inch "KHA" capped iron rod set for corner; 84.57 THENCE North 14'46'57" West, a distance of 84.57 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 78'26'33" West, a distance of 256.13 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southwesterly direction along the arc of said curve through a central angle of 06'44'38", having a radius of 317.50 feet, an arc length of 37.37 feet and a chord which bears South 08'13'35" West, a chord distance of 37.35 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 87'48'03" West, a distance of 237.33 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 04'55'50" West, a distance of 209.09 feet to a 5/8 -inch "KHA" capped iron rod set for corner; N OTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements". Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. THENCE South 11'29'01" West, a distance of 244.48 feet to a 5/8 -inch "KHA" capped iron rod set for corner, some being the northeast corner of Shelby Estates, as recorded in Volume 388-165, Page 28, Plat Records of Tarrant County, Texas (PRTCT); THENCE South 88'54'50" West, along the north line of said Shelby Estates, a distance of 1500.89 feet to a 5/8 -inch "KHA" capped iron rod set for corner, same being in the east line of The Estates, as recorded in Cabinet A, Slide 2788, PRTCT; THENCE North 00'19'41" West, along said east line, a distance of 897.82 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 89'34'34" East, a distance of 19.34 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a northeasterly direction along the arc of said curve through a central angle of 19'21'24", having a radius of 840.00 for an arc length of 283.78 feet and a chord which bears North 80'44'44" East, a chord distance of 282.44 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE North 71'04'02" East, a distance of 547.43 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 65'50'11" East, a distance of 341.21 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the : ight; THENCE in a northeasterly direction along the arc of said curve through a central angle of 27'34'56", having a radius of 550.00 feet an arc length of 264.77 feet and a chord which bears North 79'37'40" East, a chord distance of 262.22 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 86'34'52" East, a distance of 767.02 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 89'33'02" East, a distance of 606.14 feet to a 5/8 -inch "KHA" capped iron rod set for he beginning of a curve to the right; THENCE in a southeasterly direction along the arc of said curve through a central angle of 36'52'09", having a radius of 994.00 feet for an arc length of 639.63 feet and a chord which bears South 71'43'53" East, a chord distance 628.65 to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 53'17'48" East, a distance of 41.67 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southeasterly direction along the arc of said curve through a central angle of 26'52'49", having a radius of 1100.00 feet for an arc length of 516.07 feet and a chord which bears South 66'44'13" East, a chord distance of 511.35 feet to a 5/8 - inch "KHA" capped iron rod set for the end of said curve; THENCE South 80'10'38" East, a distance of 74.60 feet to the POINT OF BEGINNING and containing 111.513 acres of land. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS: THAT, WB Texas Resort Communities, L.P., a Delaware Limited Partnership, acting herein by and through their duly authorized officers, do hereby adopt this plat designating the herein above described property as VAQUERO PHASE 2 RESIDENTIAL ADDITION, an addition to the Town of Westlake, Texas, and do hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The Easements and public use areas, as shown, are dedicated, for the public use forever, for the purposes indicated on this plat. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over or across the Easements as shown, except that landscape improvements may be placed in Landscape Easements, if approved by the Town of Westlake. In addition, Utility Easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the Public's and Town of Westlake s use thereof. The Town of Westlake and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said Easements. The Town of Westlake and public utility entities shall at all times have the full right of Ingress and Egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time procuring permission from anyone. A conveyance plat is a record of property approved by the Town for the purpose of sale or conveyance in its entirety or interests thereon defined. No Certification of Occupancy shall be issued nor permanent public utility service provided until a final plat is approved, filed of record and public improvements accepted in accordance with the provisions of the Subdivision Ordinance of the Town of Westlake. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of Westlake, Texas. WITNESS, my hand, this the day of BY: 2001. STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned Authority, A Notary Public in and for said county and state, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration thereof expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF 2001. NOTARY PUBLIC in and for the STATE OF TEXAS STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared John Vicain, known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the some for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ day of _ 2001. Notary Public of Texas KNOW ALL MEN BY THESE PRESENTS: I, Paul Hubert, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I have prepared this plat from an actual on the ground survey of the land, and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with Platting Rules and Regulations of the City Plan Commission of the Town of Westlake, Tarrant County, Texas. John Vicain RPLS No. 4097 APPROVED this day of Town of Westlake, Texas. Mayor Town of Westlake, Texas 2001 by the Board of Aldermen of the Town Secretary or Town of Westlake, Texas STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ day of 2001. STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the some for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2001. LINE TABLE CURVE LINE LENGTH BEARING L1 74.52 N64'02'24"W L2 114.70 N67'38'45"W L3 105.43 N70'52'15"W L4 125.04 N82'42'42"W L5 132.26 S81'37'27"W L6 60.00 S72'26'28"W L7 205.99 N79'58'12"W L8 76.54 N17'40'51 "W L9 84.57 N14'46'57"W L10 79.51 N13'19'56"W L11 43.61 N48'57'10"E L12 44.17 S41 '02'50"E L13 51.89 S16'53'20"W STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared John Vicain, known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the some for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ day of _ 2001. Notary Public of Texas KNOW ALL MEN BY THESE PRESENTS: I, Paul Hubert, a Registered Professional Land Surveyor in the State of Texas, do hereby certify that I have prepared this plat from an actual on the ground survey of the land, and that the corner monuments shown thereon were properly placed under my personal supervision in accordance with Platting Rules and Regulations of the City Plan Commission of the Town of Westlake, Tarrant County, Texas. John Vicain RPLS No. 4097 APPROVED this day of Town of Westlake, Texas. Mayor Town of Westlake, Texas 2001 by the Board of Aldermen of the Town Secretary or Town of Westlake, Texas STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ day of 2001. STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the some for the purpose and considerations therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2001. CAB. OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS 817/430-6600 PG. Notary Public of Texas srqTROPHY CLUB 'F H,Gy w� r T I' WESTLAKE _ U Z DOVE ROAD KI' ' s yo ASPEN Ij s _ DOVE ROAD is I � 0 'i Ii �I LOCATION MAP N.T.S. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 ( 18.7 AC. ) MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: Kimley-Horn and Associates, Inc. 1='700 Park Central Drive, u ; i 'iGTl-; i _. _ _ Dollus. Te.:as-- DA'Z'E: MAY, '2001 JOB NO. 063466004/C500 SHEET 3 OF 3 Irl CURVE TABLE INDEX CURVE DELTA LENGTH RADIUS BEARING CHORD C1 31'41'33" 221.26 400.00 S61'27'59"W 218.45 C2 51'43'40" 343.07 380.00 S20'04'32"W 331.54 C3 04'43'46" 33.84 410.00 N74'08'43"E 33.83 C4 56'14'06" 436.76 445.00 N48'23'33"E 419.44 C5 16'49'27" 168.84 575.00 N17'37'19"E 168.24 C6 20'10'56" 167.32 475.00 N83'27'23"W 166.45 C7 100'50'42" 88.001 50.00 N85'33'57"W 77.08 C8 50'08'50" 43.76 i 50.00 N86'13'57"W 42.38 C9 06'44'38" 37.371 317.50 108'1 3'35"W 37.35 C10 08'53'24" 98.531 635.00 N13'06'49"W 98.43 CAB. OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS 817/430-6600 PG. Notary Public of Texas srqTROPHY CLUB 'F H,Gy w� r T I' WESTLAKE _ U Z DOVE ROAD KI' ' s yo ASPEN Ij s _ DOVE ROAD is I � 0 'i Ii �I LOCATION MAP N.T.S. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 ( 18.7 AC. ) MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: Kimley-Horn and Associates, Inc. 1='700 Park Central Drive, u ; i 'iGTl-; i _. _ _ Dollus. Te.:as-- DA'Z'E: MAY, '2001 JOB NO. 063466004/C500 SHEET 3 OF 3 Irl SHEET INDEX 11,; LU J ��---` W a' CAB. OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS 817/430-6600 PG. Notary Public of Texas srqTROPHY CLUB 'F H,Gy w� r T I' WESTLAKE _ U Z DOVE ROAD KI' ' s yo ASPEN Ij s _ DOVE ROAD is I � 0 'i Ii �I LOCATION MAP N.T.S. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 ( 18.7 AC. ) MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS SURVEYOR: Kimley-Horn and Associates, Inc. 1='700 Park Central Drive, u ; i 'iGTl-; i _. _ _ Dollus. Te.:as-- DA'Z'E: MAY, '2001 JOB NO. 063466004/C500 SHEET 3 OF 3 Irl �J 25' PU8LIC UIILIIY FASLMLNI VOL. 13457, PG. 403 D.R.T.C.T. FMR TEXAS LIMITED PARTNERSHIP D=36'52'09" CC# 98-ROO91571 VOL. 13457 PG.,403 R.P.R.D.C.T. D.R.T.C.T. R=994.00 CC#R.P.R.D.C.T. 571 L=639.63 ROW DEDICATION CB=S71 '43'53"E • - - - _-__ . __ _ ..._ __..-. _- -- -- -- _ -- __-- VOL. PG. C D = 6 2 8.6 5 4 i. R e 1-tJ R.O.W. DEDICATION To-,�� c«•T! w-7; �'-rca- �; c�rrrT i -r- TOWN OF WESTLAKE N1. » BY THIS PLAT 20' PRIVATE OPEN SPACE NO. 1 VOL. �� PG. E ( ) PUBLIC ACCESS ALLOWED (TYP.) 767.02 2.566 AC. (VARIABLE WIDTH R.O.W.) 85.21' - - N89'33'02"E 606.14 `~\ ►Nn - - S86'34'S2`E- -- _238.34'- . ' -. FMR TEXAS LIMITED PARTNERSHIP v 7,758 '� 194.63' N89 33 02 E - - 267.95 - -- �'rr� 33 ; ��� - - N89 33 02 E 248.86 - ---Rl974.00 _ _ VOL. 13457 PG.,403 C � SQ. FT. `S �• k9�� . 15' STORM I 1' 66.43' 171.52' 30.00's!�>s g� � , 188.66' 60.20' L=157.93 - _` - _ C - 09 I Z $ 6 96 SEWER ESMT •� �'1- - \\ C# 98 D.R.T.C.T. 1571 N N 1ti9. I ! �. �. 15 SANITARY y » -,� NJ S89'25'08"W I SEWER ESMT `�`� \ . R.P.R.D.C.T. ?s,,�, 85.00 N08'49'20 ,y� VARIABLE WIDTH 15' STORM o 14 �61 a0 S5317'48"E 3 12.52 sa B -.,� z 5 /� STORM \ \ SEWER ESMT v o �- 41.6 7 _ • , „ CR o SEWER ESMT 13 a ,r , �' 15 STORM �� D 26 52 49 I N N 34 `\ =15.02 �o L C . U N `v :r' 28.50 '�'- u. 2 9 P ,� zo ,1;s. ` 4i 1) 5, 7 7 • �1 15 STORM o co �, o o _ 767 /� 8 ? '�9• - r'' ao►��h� LITTLE vi ^SEWER ESMT `2 \ a w c�� °' ?' 3o,2_>y ti `ti SEWER ESMT 4 R=1100.00 Z 4 �; L- 8.19 w 4 / u7 42 . _ 9� L= 516.07 R48.44 3 w ; / _6,918 �. 6 \ - \- BLUESTEM 18 ��' . , n u I to. 00, 23,801 42w5 f3L z •. �15' SANITARY ;" , �N C` COURT W ;r 'gal; N N CB S66 4413E I V1 a 35,170 <1� 12 ,�ti. _.• •• _49 \ ,., r ,,, a _ A 2 �� SEWER ESMT �� �¢? rn cr �? 20 PUBLIC UTILITY EASEMENT r <�� L=57.2x2 i ,' a• ao ' �► ; . 0, _ \ a� 8 , ' o i 9 !, \ C D = 511.3 5 VOL. 13457, PG. 403 >� - z 15 �� �.o /- _3,598 ,6 N 6,'g, =45. 9' 42,081 q2'�- ' �; •,�>o• L=49.69 - �'R=50.00 u; 2. �. �/ D.R.T.C.T. » U35 i� b•U4" i:�, A� \ CC# 98-R0091b1l k 3 ti / 41.92-. / ( 5155821,W �, L 48.41 �L=45.2 2.a, o GAILLARDIA �, ��- 85.00 _ K=9 .44 g2 .. N fi I 15 STORM R.P.R.D.C.T. R=50.00 �a 154.80 0 0 • 5.39"W I I S88'0503 "E Z � . COURT ,- 'oh h SEWER ESMT 'n" Vi , � . SOUTH .P S87 4 ,9 4? r , ti % r I I iii •OXY , �� PASS 00 175.64' ? A?, _ b,� ��',��o !?p o> �� - FOS NORTH JL=41. 9' 1 Z 169.32 L 26.96 \ 38 /L=35.1' 0�9��yly �'� _ 1-- I 3 3 ( � / h - - 35 °' '7 R=34.00 i' �L=51.17' _1.=45.60 15' STORM / " • / 18.42' -3.50' `� , ' 11 L=30 3' R-34.00 18 0 0 �N88 39 07 � •20 SEWER ESMT 6 --- 1 �,, �" �•+� "' �'� ii�� •y ��_- - "��� � (--,725 �., o I w 3 �o L= 1.60 0; 17 1.29 C O I _ �i 0 : I 23,1;84 / SQA �7' �rL• �r7"o• L=48.42 L=44.14' 25,560 `i• co I�� 25,898 E?7,7 , �P• g� L=45.69' 33, 5:. `g ¢,S R� 1� - i I \ , 15 SANITARY +� o ( of ,p ' F• 0�- i N N .r I o 3 ` O^ 1 •� , ,Z col Q P ^ II aI ca _ 5, 4 7 7 R=3 00' �• o _ SEWER ESMT p• , o� . X20 1 11/ ' Z m Z ^�j / Q- ' � .a - _� Z `sl'S,7, v' ✓ o o L- _ __ - %. - BI- L=_R91' 37 S84'S ' �' - - O .� /R`ti �' �' i I u 3 ?�� Btr •d� z v' 59.03' - L=121.76 ,��s. 5 47 E •% /^• 15 STORM `�--. I l 20 / N 27.5__•_ ti - "� O S L=1 - �L I �/ •3 / l0 "' 0 8 • gyp, /Y a .o ,�.� -- �_ \ . : '�,.:�• 214.45 •. SEWER ESMT � X31 80 0 I -20 20'' = / h / c�1 9 l �-'0 147.41 35.UU 1, /L=45.c�5 - 7 74601P, 3 35.41 "' c�v o 21, 66 7 . / o -''- _ -- - _ e�- h• N46�7' S4»W L=228.69 \ Cv0'\i �, I cg`.16' h�C, / / / 2`T4. 63 4• ' 35 535.00 �"' :•0 289 S ?0,387 3 ��� 90 W K .72' 19.66 22 R,,7�o po �9� �� , ,ti, �� ,_- -� a 21 26 15' SANITARY SEE 60 8070'38„ A w 5/ ��05% C 74 /_ , u ti W 102-53'W 1 0's?' 7371.55, ' `_134.60 o B L 2 _ .., _ - _ L) SBS kph ro R- 34.00 �, V o ^O/ ,► oo SEWER ESMT u�' DETg1L C6 £ 154 �C 50 - 71.20 L-74.03 34 'S7• �h �� L-30.97,¢ 23,669 ,�� 30,1.1 o ab L O �; A S7' ` - -- - �, �,g31 • _ r -- ~" 144.63'- C\ j 61,5?6,0�• ,,��; a �+, tiss 0 27 �, �A�:�i o 57321 _ �10�•i g0 -- 58.89 X85•\ / S00'02 25 E `5� / c3�,, o N _ �' 0 �; "' S73 f l --4� ... L=112.15 - -� �,6�`' ____ ____ - ,� \'Q� 13.8 22 �o� `,, �'q �� z T SEWER ESMT 5 2. , % - 21 5 0 5 �5 _ `� S ,6 �� , i �3ti __ 42.5 13tr 9 \ \ 'lc,, a• x;'40, '(3` .j` J 1, 4 2 9 I I 11 c� �'� .;'• �' 10 C L= 6.01 _ 00 22 '-`5 -. ~\ ? \< 24,966 9ti��' 25 �1 °�' •' l 5/8" CIRF (CARTER -BURGESS) SOV31'55'W 107.12' POINT OF BEGINNING //�„�0 1 ,r N 24.4 4 ti:.' � L=50.33' _ ESMT- 0. SMT- �• l C� � �; - - d- 40 co �_ C "� %. o .J a 2 N - L -41.5J I � e- ,35. � h � � Q9 /,,'� NSj 1 �-' �;, � 99 � R=156 83 '\ d' „0 N o E(\ h 21 0 v 15' STORM r2' `'►' a= ,) T o X 24 756 "� N 4 \L �\ 1�� tis 1 ,/ L i 1 0 ,� �'! �' OS. x.4,61 � -N 17 � �• \ •4 s• IT s L=37.03 ?g � � � I PUBLIC WATER, SANITARY SEWER & ,� �` e•- CO d' 2 v A�� / 10.58, SEWER ESMT 1Y 30,07 1 u`• m �4. \ r� 0'o°� h c� �'�•, cP 28 15' SANITARY 0) / STORM DRAINAGE EASEMENT 0 .M M I N • <1`\ O �� 766 ,q c, \ 6�ti 0 SEWER ESMT °,P s R= ' .00' R=50.00'%"--_ , 4C, s.L 41.95 SEWER ESMT �f' e`V \ 5 6.31 (vuzlaetr: wo1N) 24, 00 L 30.97' a� I 40,188 VOL---,PG.- 0 C) 0 X2,604 24,079 h !,>\, r' N83 43'32`W 29� ti -' 38 BY SEPERATE INSTRUMENT `� !`�\2`x'0 151.69' S> 5 - � • o I I �Q' / L-2.89 �� \<\' r� ?s`s�S�,� '3, i57 / y'1,°'G�• / /a ~ PUBLIC ACCESS EASEMENT 3 �' _4,032 � ! i Vol PG. w � c•J' oma' / S 0 73.24' 73.24 61 ,h'�� \ �► \�,\•,.� . 23 �'� `1P. c= �''• ��- • ' .��. N6 q VOL---,PG.- 73.24! g o L=52.5' ?9bS 17.8, fir b6 35.83 182.31 AS 1'h ��, \ �� > ,�• ,, s .� i �, �+• I BY SEPERATE INSTRUMENT \ \ 4..1 L=24.70 O o 26,83'-? / 18 ^ , ?OS��%F N83'S9'16»EOyB, ` �6,�01 <\\ .�\ 27, /, r •� 4 0 w ^ ?SF 61AS, s. �' \ \ �' -tip/ CS�i �6� R=34.00 a r•� 61.96• N1�'g2 �,� �'� �� 3_.718 � � 17 '??Bs. g �-\ �.\ \., ,�� �,����o 1 �=30:97 29 � �• �O 48 ?4' 2q1 • - I N '7,723 / �,fl, ,y10 - a v) N, • 37.25' �I II = 5�� _ r o s ,� \ !``�� ,� �� \ \�-' '� ' 0/ y I `�•l 3 - 4 I L 30.97 2G 1 aG s w s! o>, 9'L4 �, '� % 1.5 k I-IU,G:i� z R=34.00 N �y �. .569' 3 ��•s \ , �g `�' �' ; �` 30 a� `��l, o /3Q ��• 45, _.,,94b I I L-58.99 d 2 �6 ,•5h, o � � \ g•4216 W v: B ..;,\ ,�rr K c`�cP� I V74.3 ��° 6+ �. I , I I ` lam' 7 si. 6 �w . '00 �`'' y `� 131� ' o �- a �$o $ 25 347 \ \ 2 �`�� I l s 73.2 (,� 19 •. ci 15.01 r3 ',:1.610 / �' - z ' � �� g� L -r .19 �'�, �- 13 W ','�� psi,I , - Cw�0� /S1609.22 341 15' SANITARY \ 5 N\ o g' fig' 2- N.421a ►► � '' l O• �� �� ` _ 1 _b,791 W \o '"• SEWER ESMT �'� gh• I I _ _ o ,2,26,E \ �,� x.46.9 y ..>� 1 W BLOCK COMMUNITY PARK 1 r \ W _ •549"W 5��� 61°'x,, -! L l��o, 1 w PRIVATE OPEN SPACE ' o. 8 �I o w-_ r --- - ._r127.7 _ 127.77r " 96.86 C I- 512 l\ 5 a ? g� N 193.18 N8773 25 E 152.79 1013 ' L=7.93 _ 3 ti's, ,?+ �6 , 129,671 y> �G, 554 I I `E 265.02 �• I I W O„ 2 ,s\ `P.P\ L-30.97 �' '� 0 2.977 AC. + ``� N87'13 25 33 LrIJ 'AO \ R=34.00 l�j ,yo9•� .a`O �' 68.4 , y,� i- 1..BLOCK �"�� I ~- GOLF COURSE 8 \ s! ro h ?SS. Ir- v •<v i �, I I e �. 2 � s. •S I PRIVATE OPEN SPACE (n 9 59 � d, , v, ... ,16 � y1 6' > a 9 N o ro � � I 1 -� I •-+ \ ?3,368 \ `� ed. '0 �'L `� o?• �"� h � cn o. c�► 1 h� e� � '1s � i� � 190.688 AC. \ Cr1 • o \ ' 1. 'ti �o ,c►, 14 I I �J � I � / co W X0,6 �g� N6S .23,06 W 0,�. 8 I 32 48G off' ' r tl �\ �J 0 1�5 'g, \ ,�•y 21.6 , 20 S11 N24'5633 W , .5�, o I O 1 I \ 56 p2 I \ 14 ¢6 49 ,y '5,547 / O \ 1,• . , z �� , s • �. (n 231 • �. \ fy7o 11. - O 15.02 ci 6N'1 'L I I e 33, 763 9 w , <� l , �s \ • .x•59 1 „ ^ �J \ �.'•• p, a<v !� q ` \ W �► 7 \ \ "S• ,�'� "� � 04 9'01 5 `o �l.i c,��{j' cP �,, $ ^• ,� ' ' /co Q I co \\ : \ 1 \ �`�<!'• ' s \ \ s, �, o, •�, 25,88G aa - ti /��2�;• •,�I IUo> _J 7y�' 15 SANIA \ 91• 61 /Vc)) II' SMT L' -.SEWER E'T �L=36.7, 35,917 ma II LA _ . 2.0 38,741 o71i 0 R=4'.05.00' Q \ �• \ 11>, \ ,�-Y` N7973' X2,381 L=1 :.0 1.7 7'� \ �-, . , � o3''S0`S'0 _2 25 ,-, 3 W�CB= 1D -1791.G6'34 773 20 � �'\ c�,,�g ;Opp 1.15 STORM • ' I -SEWER ESMT_. �j `1V h``� 'i' _ `'- I ' 5.292 �`�6' S 35' BL �61E%'Li� V` `�!' ''-3,11.1 �� . J �c^y .36,54.1 $ I • s �,, c9• � 5 9 � / .� � • VARIABLE WIDTH oo � I ,0, yo, >.r �i - L=52.10' L=43.68' _ L= 8' 5� %� �'o� �' a1 F .�`nr in \ of'54'27" , „ �/n h• 3S 'Q• - --_ L-100.97 9 STORM SEWER ESMT I - DRAINAGE &'UTILITY II h a� si. �. / oo• SAS 21 L=2 - - R%2 •�, ;�o°• �: ��► A \ 111 I ' D=1 1 5 4 2 7 h 10 r .0 4x.72 = . �- - 7 ,� �, _ 5 EASEMENT •� ��</ �' �� .� /\ 0 R-330.01 L=210.50 ROAD'- . �o '�P in `� I - • 25,135 �� i'Q,'� o � 8L� kpR1VA SEMENii ��h - 3. 31,208. ��\�s�bs• 15 SANITARY I R=5070.00' VAQUERO GOLF COURSE A DITION � s -% 1 C� EA ,� SEWER ESMT •�N64. ``i s '0 ;�' / "�� .eL,298. NAGE N, ���•. ` j 25. ��,�, I 1 , CAB. _, PG. I'� s o „� ,t'y� 2 , 82 DRA1 L=6 9 % 3 3, 361 _ 15 SANITARY F I I P.R.T.C.T. � 7 .� � ;�. � 0 �� � t .Op R=269. 0 - ,� "= � 22.8 - SEWER ESMT \ I L 1053.68 � „ z .g8, 5' 'Lha �+► / �" 15 -STORM _ _ / 8 r `'- ?89.65' \ I I I - - �n / , , •13 S,6 , _ CB -S06 59 16 W I O / �. '`� h WER ESMT. j �,, 209 24 • 16.54 �'� WB Texas Resort Communit s, L.P. 0 11 �, hr° / ""� N07 42 55 W ( 7 G gr02"E 34,32 1 2? £ �1 • I I _ , Vol. 14334 0540 Pa 001 -Pb.! a a4+ L'O % 30.9 a 0 27, _.1 22.38 J 9 C)• ,�' 14 0 + ICS{ �c / 10.00 N� 174.81 46 254.40• .� I C D =1051.79 D.R.T.C.T. (J1 0 30,022 N �, \� I - L= 4.31 21 W / ^� 23, 399 ^ 0 126 9 • CTl I II II ,y�' ti )• 21, 038 R o• / .,'1i `� 5• 4 �- CJ1 L=6.65' °� / 1 S2•? _ 15 �� w 0 12. ^ es -..I r » r % •+ 4 Q S p I I I N88 3613 W R=14.00 \ S 2 "� '� 5� V_ 12 33 I I PUBLIC ACCESS EASEMENT O •8 . / h o 11 it 267.28' L=9.32 h S / / •01 0'�',� '�' 1�► �s \� o • R=11.00'- h /'� '50"W 163.42' �`� r'J �� ^ �\ u, l0 ,,, r^ 55,681 I I I BY SEPERATE INSTRUMENT 30 DRAINAGE & UTILITY •--� ^'�� o o, 13 S86 59 = � I 0 / , � � p �, � a , 'I� 0• I I v- ^ N /0 5 �' � � ; � ;\`\ 'oma �• 8 � 3 I ... , 4 � - � I EASEMENT N 12 '? li l .� 0 j2� .h Ik / �" J 30,1331 • c w 120 A� /�,�• � w o�� m _ Q +W VARIABLE WIDTH 15' WATER I (Q $ _ 6,157 _ o - �Q� �`� y Q rn L_ 30.97, o M , SANITARY SEWER 0 h / 31,180 • Ci 9 221. 3, o w L-71.60 l��1 S0 �` \ o t f l �w _ - R-34.00 �-- o• o) EASEMENT ESMT 0 S87'48 03" W 1 ;5.!)0' I �N D -l2 _ ' \ s; q' / �" \ a a' �'-� 4 7 u,._ 2 , _ ``! /"� < ;� O \ o r- _\,% - <`` 15' STORM I -237.3316 (v I 56.3 EUE 21,950 , \ L=65.69 v' L =12 5.12'__ •- S85'S ' " �" ' \��?' \ I 19. \ r'- 7r _11 57- 14.0 >p, < jSEWER ESMT. �C� .ph . \� a' fir, ,15� 5_ 00m- R=50.00' _ _ l "� �_ , j �) u,I ,.11 .:.1 I.• 1 �� . I ,:S:i. - .oh o S5' Lil. w �d \ !•� COVE 54.85 S84• _. " - I i h 4: _ 4,357 � \ - rJO �'E G 45 06 E �" yid ►�h d n ru 85 52 57 W 18 151. ' I 25.668 �.��r. a. 11 2 \ �V6 • �, \ 0 �, - R�82.50' 48.31-- v C, 0 I Q s87•04 ,_ 2� I>> 13 94' 6♦ 17 »_Rg2.5o s9oo, ?37.?. '` \ ''- \ �>♦♦ 2'?, 3e 1 585.0318 W N - - . _ _ o$~ _ s, ya , •� _ .52' a a' o o ��, 6, o I -� , , , �._ ,til 134 �, ��, .-F, `?' 4. 0 \ 0 S. 5 \ \ 7 2 a� to � • �T � �. A 7 . J _ . .. 100 C VAQUERO PHASE RESID N AD�IITION �` % A 18 \ �, �• M • �-) Ig �, -1 _iJ--�- , �.•1i,w,,l I ,I ) , �'-i,c11 �; \ G 16 p N 14' �, l/�(�1 ;a f i Ili •'- N 1 ,.) (�.JU l� I ••;� >> \ I,l - z q'1E; LOeCC _5,990 �i,'S CP L=15.67 �, ' �% ..,1 'il lj l - ,'1 till k-�O.UQ' �r •'..yp�� 1rj LUL .".. \ C1 0 W �) .N o ��,• \ <t- 9G 160 r�� L4 `� \ _ '\ \ te. \ \ - \n� EUE (,., Q) 1 O v 1 L� _ 1 �►: �' _ 4 >r+� ,,,1y'll J,i: u�y • ,l•�,I , .',s, �� `� S�,A ,ZI' J,` 24,.303 p`V I O o I EUE l �Oa.4 118,�U .�`1Y' - c•% iy,-, ��• C\�� �i \'v / `_ fl.l(. 3 SANITARY ; -� ••'�' (�3) .%�%`•yam;-\•.�':r.;�y'SJ'.,.``:-. \\ •� ul-I---f�.� �;�s�•?0',��L- -�-�= I r' I � 1 ;\�' SANITAR I SEWER EASEMLN f - �" ' v \ / \ �9t3.Ei(1 _ �2 \ (VARIABLE WIDTH) LUl 7` c' r , .\� `'✓• - - 1I� �._ (AB. SLIDE' / �,•'\ %� I`,' ;ANIIAW, r 51,5 .} ;r; ` •� ; ;' I � , `� u1y, .�;` f. ` �•`\ ,.I.. .1� ',MI I I ►L [.R.T.I•.T. l F, - ��� \f \ ��,� �� LOT 17, BLd�K iC (� VAQUERO PHASE I RESIDENTIAL ADDI 0 ., I.� DRAIN'CE _ I,J0O ,. r, �� I�i, os VAQUERO PHASE I RESIDENTIAL ADDITION�` Com• ----� --T- °�• EUE / 1 `;� I I �G \ ''�� '� �,r. / ,�' CAB. , PG. I I,� 1 %. l =31.91;, AO' BC - - I PUBLIC WATER, SANITARY SEWER & II I STORM DRAINAGE EASEMENT II I VOL. PG. BY SEPERATE INSTRUMENT ISI I I� I� I �I II W I II LI. �I I I I �,I �� i 'I I ', I I I D I I f - I � I:D I I I I I I� I 8 (7'58"W 2 I.00 I I I I I I I 1 � I 1 I II NOTE: EASEMENT DETAIL GRAPHIC S CA 1_,1'.r 100 :,U u Ic,u ( IN l• EE'l' ) I incl - Il)U fl. 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 'of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the. 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. _�. 9.' A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. FINAL 1'I.A'1' VAQUERO PHASE 2 RESIDENTIAL ADDITION (I'D -3-1 I'11AS1. .2 kLSIllENTIAL ADDITION.) OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262, CONTACT: STEPHEN E. YETTS 817/430-6600 SITUATED IN THE I EROY BOGGESS SURVEY, A13STRACT NO. 196 ( 18.7 Ac.) NII,'N1UCAN HUM` SURV1:Y, ABSTRACT NO. 756 (92.8 AC.) TOWN OF IVE5'1'I...kmI , TAI RANT COUNTY, '1 EXAti SURVEYOR: ❑r Kjhley-Horn � ❑ and Associates, Inc. 12700 Park C'entrol Drive, 'uitr 1800 Dkillu!:, 1r•a•: 7'.,:-) ,I CAI3 . _____, P G . DA'Z'E: 1\1:\Y, '2001 SCALE: 1"=100' JOB NO. 063466004/C500 . , Tel. No. (9 7? 1 7 1.305 SHEET 2 OF 3 N 0 0 0 N N L0 O 0 v H Q J a N N v L i v 0 0 c� v M r W D V) X POINT OF COMMENCING IV ;AIIITARI' SEWER VARIA%E WITH WATER EASEMENT FkOPoS£U EASEMENT AN SANITARY DOVE R SEWER IUENT DAD I = F-3. ' (BY THIS P T) R=11?5.60 103.9 15.U0' 1'�I �' �,�1 •�5I'(, `,Y /(,•.1,)•V-1 , i r, ry ._ L V t! Z SOl'48'34'Wi;' s LQ 432.00' ; %- �; � a ,. I • i 1 / 5/8" CIRF (CARTER -BURGESS) SOV31'55'W 107.12' POINT OF BEGINNING //�„�0 1 ,r N 24.4 4 ti:.' � L=50.33' _ ESMT- 0. SMT- �• l C� � �; - - d- 40 co �_ C "� %. o .J a 2 N - L -41.5J I � e- ,35. � h � � Q9 /,,'� NSj 1 �-' �;, � 99 � R=156 83 '\ d' „0 N o E(\ h 21 0 v 15' STORM r2' `'►' a= ,) T o X 24 756 "� N 4 \L �\ 1�� tis 1 ,/ L i 1 0 ,� �'! �' OS. x.4,61 � -N 17 � �• \ •4 s• IT s L=37.03 ?g � � � I PUBLIC WATER, SANITARY SEWER & ,� �` e•- CO d' 2 v A�� / 10.58, SEWER ESMT 1Y 30,07 1 u`• m �4. \ r� 0'o°� h c� �'�•, cP 28 15' SANITARY 0) / STORM DRAINAGE EASEMENT 0 .M M I N • <1`\ O �� 766 ,q c, \ 6�ti 0 SEWER ESMT °,P s R= ' .00' R=50.00'%"--_ , 4C, s.L 41.95 SEWER ESMT �f' e`V \ 5 6.31 (vuzlaetr: wo1N) 24, 00 L 30.97' a� I 40,188 VOL---,PG.- 0 C) 0 X2,604 24,079 h !,>\, r' N83 43'32`W 29� ti -' 38 BY SEPERATE INSTRUMENT `� !`�\2`x'0 151.69' S> 5 - � • o I I �Q' / L-2.89 �� \<\' r� ?s`s�S�,� '3, i57 / y'1,°'G�• / /a ~ PUBLIC ACCESS EASEMENT 3 �' _4,032 � ! i Vol PG. w � c•J' oma' / S 0 73.24' 73.24 61 ,h'�� \ �► \�,\•,.� . 23 �'� `1P. c= �''• ��- • ' .��. N6 q VOL---,PG.- 73.24! g o L=52.5' ?9bS 17.8, fir b6 35.83 182.31 AS 1'h ��, \ �� > ,�• ,, s .� i �, �+• I BY SEPERATE INSTRUMENT \ \ 4..1 L=24.70 O o 26,83'-? / 18 ^ , ?OS��%F N83'S9'16»EOyB, ` �6,�01 <\\ .�\ 27, /, r •� 4 0 w ^ ?SF 61AS, s. �' \ \ �' -tip/ CS�i �6� R=34.00 a r•� 61.96• N1�'g2 �,� �'� �� 3_.718 � � 17 '??Bs. g �-\ �.\ \., ,�� �,����o 1 �=30:97 29 � �• �O 48 ?4' 2q1 • - I N '7,723 / �,fl, ,y10 - a v) N, • 37.25' �I II = 5�� _ r o s ,� \ !``�� ,� �� \ \�-' '� ' 0/ y I `�•l 3 - 4 I L 30.97 2G 1 aG s w s! o>, 9'L4 �, '� % 1.5 k I-IU,G:i� z R=34.00 N �y �. .569' 3 ��•s \ , �g `�' �' ; �` 30 a� `��l, o /3Q ��• 45, _.,,94b I I L-58.99 d 2 �6 ,•5h, o � � \ g•4216 W v: B ..;,\ ,�rr K c`�cP� I V74.3 ��° 6+ �. I , I I ` lam' 7 si. 6 �w . '00 �`'' y `� 131� ' o �- a �$o $ 25 347 \ \ 2 �`�� I l s 73.2 (,� 19 •. ci 15.01 r3 ',:1.610 / �' - z ' � �� g� L -r .19 �'�, �- 13 W ','�� psi,I , - Cw�0� /S1609.22 341 15' SANITARY \ 5 N\ o g' fig' 2- N.421a ►► � '' l O• �� �� ` _ 1 _b,791 W \o '"• SEWER ESMT �'� gh• I I _ _ o ,2,26,E \ �,� x.46.9 y ..>� 1 W BLOCK COMMUNITY PARK 1 r \ W _ •549"W 5��� 61°'x,, -! L l��o, 1 w PRIVATE OPEN SPACE ' o. 8 �I o w-_ r --- - ._r127.7 _ 127.77r " 96.86 C I- 512 l\ 5 a ? g� N 193.18 N8773 25 E 152.79 1013 ' L=7.93 _ 3 ti's, ,?+ �6 , 129,671 y> �G, 554 I I `E 265.02 �• I I W O„ 2 ,s\ `P.P\ L-30.97 �' '� 0 2.977 AC. + ``� N87'13 25 33 LrIJ 'AO \ R=34.00 l�j ,yo9•� .a`O �' 68.4 , y,� i- 1..BLOCK �"�� I ~- GOLF COURSE 8 \ s! ro h ?SS. Ir- v •<v i �, I I e �. 2 � s. •S I PRIVATE OPEN SPACE (n 9 59 � d, , v, ... ,16 � y1 6' > a 9 N o ro � � I 1 -� I •-+ \ ?3,368 \ `� ed. '0 �'L `� o?• �"� h � cn o. c�► 1 h� e� � '1s � i� � 190.688 AC. \ Cr1 • o \ ' 1. 'ti �o ,c►, 14 I I �J � I � / co W X0,6 �g� N6S .23,06 W 0,�. 8 I 32 48G off' ' r tl �\ �J 0 1�5 'g, \ ,�•y 21.6 , 20 S11 N24'5633 W , .5�, o I O 1 I \ 56 p2 I \ 14 ¢6 49 ,y '5,547 / O \ 1,• . , z �� , s • �. (n 231 • �. \ fy7o 11. - O 15.02 ci 6N'1 'L I I e 33, 763 9 w , <� l , �s \ • .x•59 1 „ ^ �J \ �.'•• p, a<v !� q ` \ W �► 7 \ \ "S• ,�'� "� � 04 9'01 5 `o �l.i c,��{j' cP �,, $ ^• ,� ' ' /co Q I co \\ : \ 1 \ �`�<!'• ' s \ \ s, �, o, •�, 25,88G aa - ti /��2�;• •,�I IUo> _J 7y�' 15 SANIA \ 91• 61 /Vc)) II' SMT L' -.SEWER E'T �L=36.7, 35,917 ma II LA _ . 2.0 38,741 o71i 0 R=4'.05.00' Q \ �• \ 11>, \ ,�-Y` N7973' X2,381 L=1 :.0 1.7 7'� \ �-, . , � o3''S0`S'0 _2 25 ,-, 3 W�CB= 1D -1791.G6'34 773 20 � �'\ c�,,�g ;Opp 1.15 STORM • ' I -SEWER ESMT_. �j `1V h``� 'i' _ `'- I ' 5.292 �`�6' S 35' BL �61E%'Li� V` `�!' ''-3,11.1 �� . J �c^y .36,54.1 $ I • s �,, c9• � 5 9 � / .� � • VARIABLE WIDTH oo � I ,0, yo, >.r �i - L=52.10' L=43.68' _ L= 8' 5� %� �'o� �' a1 F .�`nr in \ of'54'27" , „ �/n h• 3S 'Q• - --_ L-100.97 9 STORM SEWER ESMT I - DRAINAGE &'UTILITY II h a� si. �. / oo• SAS 21 L=2 - - R%2 •�, ;�o°• �: ��► A \ 111 I ' D=1 1 5 4 2 7 h 10 r .0 4x.72 = . �- - 7 ,� �, _ 5 EASEMENT •� ��</ �' �� .� /\ 0 R-330.01 L=210.50 ROAD'- . �o '�P in `� I - • 25,135 �� i'Q,'� o � 8L� kpR1VA SEMENii ��h - 3. 31,208. ��\�s�bs• 15 SANITARY I R=5070.00' VAQUERO GOLF COURSE A DITION � s -% 1 C� EA ,� SEWER ESMT •�N64. ``i s '0 ;�' / "�� .eL,298. NAGE N, ���•. ` j 25. ��,�, I 1 , CAB. _, PG. I'� s o „� ,t'y� 2 , 82 DRA1 L=6 9 % 3 3, 361 _ 15 SANITARY F I I P.R.T.C.T. � 7 .� � ;�. � 0 �� � t .Op R=269. 0 - ,� "= � 22.8 - SEWER ESMT \ I L 1053.68 � „ z .g8, 5' 'Lha �+► / �" 15 -STORM _ _ / 8 r `'- ?89.65' \ I I I - - �n / , , •13 S,6 , _ CB -S06 59 16 W I O / �. '`� h WER ESMT. j �,, 209 24 • 16.54 �'� WB Texas Resort Communit s, L.P. 0 11 �, hr° / ""� N07 42 55 W ( 7 G gr02"E 34,32 1 2? £ �1 • I I _ , Vol. 14334 0540 Pa 001 -Pb.! a a4+ L'O % 30.9 a 0 27, _.1 22.38 J 9 C)• ,�' 14 0 + ICS{ �c / 10.00 N� 174.81 46 254.40• .� I C D =1051.79 D.R.T.C.T. (J1 0 30,022 N �, \� I - L= 4.31 21 W / ^� 23, 399 ^ 0 126 9 • CTl I II II ,y�' ti )• 21, 038 R o• / .,'1i `� 5• 4 �- CJ1 L=6.65' °� / 1 S2•? _ 15 �� w 0 12. ^ es -..I r » r % •+ 4 Q S p I I I N88 3613 W R=14.00 \ S 2 "� '� 5� V_ 12 33 I I PUBLIC ACCESS EASEMENT O •8 . / h o 11 it 267.28' L=9.32 h S / / •01 0'�',� '�' 1�► �s \� o • R=11.00'- h /'� '50"W 163.42' �`� r'J �� ^ �\ u, l0 ,,, r^ 55,681 I I I BY SEPERATE INSTRUMENT 30 DRAINAGE & UTILITY •--� ^'�� o o, 13 S86 59 = � I 0 / , � � p �, � a , 'I� 0• I I v- ^ N /0 5 �' � � ; � ;\`\ 'oma �• 8 � 3 I ... , 4 � - � I EASEMENT N 12 '? li l .� 0 j2� .h Ik / �" J 30,1331 • c w 120 A� /�,�• � w o�� m _ Q +W VARIABLE WIDTH 15' WATER I (Q $ _ 6,157 _ o - �Q� �`� y Q rn L_ 30.97, o M , SANITARY SEWER 0 h / 31,180 • Ci 9 221. 3, o w L-71.60 l��1 S0 �` \ o t f l �w _ - R-34.00 �-- o• o) EASEMENT ESMT 0 S87'48 03" W 1 ;5.!)0' I �N D -l2 _ ' \ s; q' / �" \ a a' �'-� 4 7 u,._ 2 , _ ``! /"� < ;� O \ o r- _\,% - <`` 15' STORM I -237.3316 (v I 56.3 EUE 21,950 , \ L=65.69 v' L =12 5.12'__ •- S85'S ' " �" ' \��?' \ I 19. \ r'- 7r _11 57- 14.0 >p, < jSEWER ESMT. �C� .ph . \� a' fir, ,15� 5_ 00m- R=50.00' _ _ l "� �_ , j �) u,I ,.11 .:.1 I.• 1 �� . I ,:S:i. - .oh o S5' Lil. w �d \ !•� COVE 54.85 S84• _. " - I i h 4: _ 4,357 � \ - rJO �'E G 45 06 E �" yid ►�h d n ru 85 52 57 W 18 151. ' I 25.668 �.��r. a. 11 2 \ �V6 • �, \ 0 �, - R�82.50' 48.31-- v C, 0 I Q s87•04 ,_ 2� I>> 13 94' 6♦ 17 »_Rg2.5o s9oo, ?37.?. '` \ ''- \ �>♦♦ 2'?, 3e 1 585.0318 W N - - . _ _ o$~ _ s, ya , •� _ .52' a a' o o ��, 6, o I -� , , , �._ ,til 134 �, ��, .-F, `?' 4. 0 \ 0 S. 5 \ \ 7 2 a� to � • �T � �. A 7 . J _ . .. 100 C VAQUERO PHASE RESID N AD�IITION �` % A 18 \ �, �• M • �-) Ig �, -1 _iJ--�- , �.•1i,w,,l I ,I ) , �'-i,c11 �; \ G 16 p N 14' �, l/�(�1 ;a f i Ili •'- N 1 ,.) (�.JU l� I ••;� >> \ I,l - z q'1E; LOeCC _5,990 �i,'S CP L=15.67 �, ' �% ..,1 'il lj l - ,'1 till k-�O.UQ' �r •'..yp�� 1rj LUL .".. \ C1 0 W �) .N o ��,• \ <t- 9G 160 r�� L4 `� \ _ '\ \ te. \ \ - \n� EUE (,., Q) 1 O v 1 L� _ 1 �►: �' _ 4 >r+� ,,,1y'll J,i: u�y • ,l•�,I , .',s, �� `� S�,A ,ZI' J,` 24,.303 p`V I O o I EUE l �Oa.4 118,�U .�`1Y' - c•% iy,-, ��• C\�� �i \'v / `_ fl.l(. 3 SANITARY ; -� ••'�' (�3) .%�%`•yam;-\•.�':r.;�y'SJ'.,.``:-. \\ •� ul-I---f�.� �;�s�•?0',��L- -�-�= I r' I � 1 ;\�' SANITAR I SEWER EASEMLN f - �" ' v \ / \ �9t3.Ei(1 _ �2 \ (VARIABLE WIDTH) LUl 7` c' r , .\� `'✓• - - 1I� �._ (AB. SLIDE' / �,•'\ %� I`,' ;ANIIAW, r 51,5 .} ;r; ` •� ; ;' I � , `� u1y, .�;` f. ` �•`\ ,.I.. .1� ',MI I I ►L [.R.T.I•.T. l F, - ��� \f \ ��,� �� LOT 17, BLd�K iC (� VAQUERO PHASE I RESIDENTIAL ADDI 0 ., I.� DRAIN'CE _ I,J0O ,. r, �� I�i, os VAQUERO PHASE I RESIDENTIAL ADDITION�` Com• ----� --T- °�• EUE / 1 `;� I I �G \ ''�� '� �,r. / ,�' CAB. , PG. I I,� 1 %. l =31.91;, AO' BC - - I PUBLIC WATER, SANITARY SEWER & II I STORM DRAINAGE EASEMENT II I VOL. PG. BY SEPERATE INSTRUMENT ISI I I� I� I �I II W I II LI. �I I I I �,I �� i 'I I ', I I I D I I f - I � I:D I I I I I I� I 8 (7'58"W 2 I.00 I I I I I I I 1 � I 1 I II NOTE: EASEMENT DETAIL GRAPHIC S CA 1_,1'.r 100 :,U u Ic,u ( IN l• EE'l' ) I incl - Il)U fl. 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 'of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the. 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. _�. 9.' A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. FINAL 1'I.A'1' VAQUERO PHASE 2 RESIDENTIAL ADDITION (I'D -3-1 I'11AS1. .2 kLSIllENTIAL ADDITION.) OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262, CONTACT: STEPHEN E. YETTS 817/430-6600 SITUATED IN THE I EROY BOGGESS SURVEY, A13STRACT NO. 196 ( 18.7 Ac.) NII,'N1UCAN HUM` SURV1:Y, ABSTRACT NO. 756 (92.8 AC.) TOWN OF IVE5'1'I...kmI , TAI RANT COUNTY, '1 EXAti SURVEYOR: ❑r Kjhley-Horn � ❑ and Associates, Inc. 12700 Park C'entrol Drive, 'uitr 1800 Dkillu!:, 1r•a•: 7'.,:-) ,I CAI3 . _____, P G . DA'Z'E: 1\1:\Y, '2001 SCALE: 1"=100' JOB NO. 063466004/C500 . , Tel. No. (9 7? 1 7 1.305 SHEET 2 OF 3 N 0 0 0 N N L0 O 0 v H Q J a N N v L i v 0 0 c� v M r W D V) X D-1971'24' R-840.00' L-283.78' CS-N80'44'44'E S8934'340E CD -28244' -- -- -i9.34 ;tom 20• DMICAT01 FOR PLUX TRAL 0.37 W_ I SHEET INDEX II , 2 Ld J LJJ ia� 4. LOT BREAKDOWN LOT SIZE (MIN) PH 1 PH 2 TOTAL LOTS no � 1;I 12,000 SF. 63 0 63 R-55aoo 20,000 SF. 73 94 167 L 284.77' • Pueur- utun EASBAD(r ' CB-N7937'40'E _ VOL 'DAT:crT. "" nV TUAS �m PARr1 D-3632'09' �: 30,000 SF. 10• WATUdXE Cct oa- mel!571 %U_ 13W PG_403 -- / ;F• �y� 1 7 1 6 33 r� �s� _ EA^sE1ElIT RPRl1 C 7 OR T C T. R=9 POINT V1 wo �t�-X0.1571 i.LLs Cq 96-000.1371 _ RPRDCT. L-639.63 ct tt ENCtNG 4 ,000 SF. 0 5 5 - - % / .. -- (- -- ROW D€XAT)ON CB -S71 *43 5rE Ee �u ,i UK K s ' '- -_--- - - - - -- - - - - -- - `o . � _ -- - -- CD -628.65 `l: 150, 000 SF. 0 4 4 _ I= EMEW L 2VuTlunrEW. i - --- i- ----- -- -- -- -- _ s G_„ *n 153 119 272 VOL. . Pr~ i - - - x! PWATE OM SPMS M 3 DOSTINO - - - -- - - - -- -- -- --- - - -- - y' -- - - - PMX Atx%SS ALLOW (TTP DOVE ROAO Rllr CEI1f.AT1C11 10=�-+":_•%. • • ,.. �, ., . L"�'� : �---- t : � c-zrtd "°� _ NOTE: THE MAXIMUM NUMBER OF BUILDABLE / 37 PRI1tAlE OPDr SPACt IKi 1 ,1313"4YE J ��� PLBIX AO= ALLOW �� r�cx.. ____.. � ' -� RESIDENTIAL LOTS SHALL BE RESTRICTED L.4to D0• EW 767,02 Zlsmt W_ (ii TH R.O.K) 606.14 ��'' � 9y�� ��`1�/ � tiry i -- ``, P TO 288 LOTS. (PD 3-1 ZONING) n ' - - - - - i �. i 1' Z L- �4 7.75B r -- - - - - 13457 Pc.4D3 j `,.�� ,,i . 7 . / iL 1 - ` DR.T.C.T. 553'1 ! 48'F R. J=T. I - W# 9a-r�1571 VANAU 110114 LWI � r 1 C @ 41.67 2' _S.tt4 23.771 33.856 I 1.1.i0F BLO l\ 2.767 /5,�,+�.�R�ES'irT J�]�ii) :5.7'S _ D=2�/�i�/�9 / Q •�, 1`iG4Jj ; 24,014 -4 �_ 3i V Y \ p ] �._,j' J . UTTLE •� � � � R -1100.W I ' 43Zt�1' - / I 20.607 �.1 i.5 e: �t r -ae<19 ' 4 �..✓. *h, - a L=6i 6.Q7 / ) -\ \ W-4- 1s SAAiTAtY I,�aa` 5. 1,t ^ w 1+•c44 $ i c eLUESTEM S {$ ## 3'E I PRIVATE OPEN SPACE PH 2 - 11.171 AC. R 1 T1 I _6.918 hf i �SEtER ESItT i .1f 1!i �.�< 1 _J Y �+ I 3.8ot a 5' EES' • • // l F✓ -INSW- %'� f'� -1C13 uT 35.170 ' 4 _ 12 ti COURT 38.9eo • i 1 (ate) \ / s_ w72!' 233-595 i=.5.�� v � � � � VOL13457P�w / - v► ``..J/ +•, , 4_.081 -- `/ - ORT. -T• PRIVATE ROADS PH 2 11.518 AC. k as I �1 1 4r' tr4ttt7 -9.035 GAfUARDIA _6.c4� s,,r�• CC# a.-�1D91 1 i •yV 1}� _ �y�'a2��:+� l �,,•y ImI USr' 1� y!4�4 �' ` 1�I COURT',, _ _{?t taPRDcr.! �t SET 6.:65 , i i v \ *���. t �yt I I ,hp COP1 PASS ;1141 11 LhZ0.9t', L 1TS14 , i - �+ \ ` ! �1 0` DETAIL .�9' w fir, 1, 1 .� n 1 : / 7 per{0D / Wt.t7`� �A � 1 !1 U U �, `� 725 t,�otr p-xl>ar It� �� to -4 4 Ir4114 _ ,.560 v; I I t, c Y7 w5? lrt l � I 25.170 r ,� r 27.548 ,J J l i1 �#i �� i -`5 \ t ' `.a =` 477 11�340EJ 1 21.916 \ `� Cal m I `• ,zti BLOCK S+ I L"_- '' S' pE w sT u� s Fi 'y�'e�i r y + / �•% , vy ,- \ `° B� _� `i.�"�I(14.Tf^`� ! " , 21143" ,Tj`•o^• \ $ / s / r O - (� 0 01 � � � w lr 2,co7:� ' -� -- 1 �`''��,��� Y-- 1•� � ?4,$ ,C �� �,�,� NOTE. 1 ` P� �. 10.289 20.387 <' _..et ' �Qy ©•/ rG17.r2 _ C) C '^ 'L.it 17 id"`, A nf:K C .�. .,. OST n " 1 _.. „rr 4•,_ , R-i4oar s B Zi Puel.lc %kMt SWART Ma t STGU 0RAl1ACE EASOM-, - irf SIIE Kom A1XF55 EASOM s BT S 90AIE USNA R WINAGL at U QUIT IT I ,+� 10 $ 0- ^ L., i =--=-z j �;*"a 7 !i � , I R-5070.00 a $LO tPpJl /�' :Z�:� "'• ! • VAp{ NO COIF CO1�SE l� 25.135 r f,r / � C'- ` © t ;a c ' 31.22.8 It I - PRT.C.T.% o Ate" l % 3. e _ 15 SMtiAR7 + 1 L-1 +60 - (/��) tui C u - - - 11T3 Teats PA= LP. I'` J "v '� y�tj / Y� 1i \ V 9aS `i� \ \ , ' ! CS-W6,59'16"'W VOL 14134-0540. 001 �t � i �6 � p LOCK i 10.7'90 _�w03� rr,�. �. �" �l� I ' CD- • DRLGT. 13c.02� o• �Q � �� Ei E / � Csf •I� vi��1Q�i1.�9 j ,' •"�/ ,t�z `` I I ! �S �•141v' ��''}r ../ % i`eS J S15 i J " PJ= iC 55 EASOM Fired E Haid k rde. Ruby S FiMd V ,J/ \J P� `ti � DRARAC t UUM -; g re-1�rzr f; �a p j 17 5.6 , �� j I BY SATE 16VILL T Vamm. Pg.1530 QG EAME T .r+ �� c, ' \ t.2., Y � �G�' GwW Dinstrw% et ux,a undo C 1 r7 1 C9 - u• f7l dol / -o sari t 15 rA1ER ! I tl1 • VoLI 1381, Pli•1733 I :� X21. r p \ \4i ' �\1\ O�i EASOM I I �4V Q ORT.I; T. \ / irk v. 1 PtA1C YASiR SANTART SE>ml t : I I 1� I-13 \ - 1.950 �.r' 10. i � _ _ x.425 t2'_ _ \ d r BY S I I , s�r0�1 oR+AaE EAr1 11'' j '1.3a_ 2� \� � ��''E•57 TE YACO 3' � 1 _ � FFiRAIE �!]iT v I 1200.1 Y �. I J 1:3) ? _ �. 50 --- --:C-.-- 2'J ` 1 .-V. fi. ,ia , _o, UH. S _- _+ t \ 1 ''1_5'F o�F , 1 211 �, tiaouEyn P4I+ ► a�vtrlFt Accirtla4 r J� , �'i0 v r 13 114 -4.015 31.171-'t•G63 �`-.,1 33.6y0 0.40 ✓� <. ` O `lig /o-�_ - F L7 L15A K 0 i is j l / 1J E-.• - .....•� l �. `�53 Dovid A. Lo"w rife, ofldttio O S% Z1� {p 20"1 r L5 { L4 VoL12575 41830 I r � � � T , /( 1 i ? 1 4•,.:/ �� { . I - 417 � it DRT.C.T.��� N 1O 1 Fj 7� t f 1G i E E I - 1 I E O qt `>• I I Ex,_ 3,.75' (! I •� > ., ,�`% -� t 1 -, K . (� vrtc 1.. ti.. T IP 17. 8L11CK k''1 YAGI RO PWIiE 1 _WWOMAL ADDS" 'I : ^ILE S, v ' VA0lJ4RD PWtSE I RE9DEltiYltt ADDITION' I Iv [ CAB r I G, j�\) r• �y -. P'C.k=';0� CA& ��-%� 1�� 31,793 0 i -.i V �,/ ; r- f `"_-•_.;::, 5J W :�, -.yC�t _ s I i I Polygon Enterprises Inc. _ .I!1;' 4" 1 "(' _ -�y' 1` .TA.4t ;� �. - < ,s may. 1 ,,,7r j�w Vol. 9339 Pg. 1071 ;:y v 44 1227.1 EHEC n:c t, ,Tt ESM i ' I [ F- C"' D.R.T.C.T. 8 `r, YI t3 `_ r�- 1 Lai=1:•_a_.-a i+�'r I�l 37.u7,.1 (18)11 I OWNER: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 TROPHY CLUB, TX., 76262 CONTACT: STEPHEN E. YETTS 817/430-6600 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROWS. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. COMPOSITE OF FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE ? RESIDENTIAL ADDITIO\ ) SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (1 f3. � AC'.) `1E IUCAN HUNT SURVEY, ABSTRACT NO. 756 (9:2,8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS ��r Iia t� i �yy r a fiRon I leg rmml_h�y�y to �, szfs S `try, a� ;F and Associates, C,rl i�7r4 __'ir�l [IT- CAB. IrCAB. PG. ----- DATE: \'IAS', ?001 SCALE: 1"=200' JOB NO. 063466004/C500 SHEET 1 OF 1 e4 t.. CiItiA1•'I-IICSCALE, ' 100 100 0 20U r ( IN FEE'r ) I inch rt. r" 1, 4k IF t "' 1 »�a►ar40 t D-2724'56' oy�llvl 1�, R-550.00' L=264.77' -' 'r01MAa.Ti'�i0 . WEST C8-N796V400E 1r WATUOLINET 1,.1 oc/ °J1w Taoo 1571 CD -262.22' _. CL 25' UTLITY ESMT. 1 r 1 VOL ' Pa '/ 10' PNYAI W01 9PACF NM 3 COSTING ✓ 1'IN ACCESS 4 iJ71ED" 1104 8 01 0 L176 AA c 3 .00' 5 ' GTA LL •1 i, 00 '21'24` 25.111 D -19 S :3.771 21.011 31.6'� R-840.00' /-��� �� O 10.65 i•ll _ _ _ �s�' dt 1', L•283.78' CP-N80'44'44`E _ \� , 'r . - �I�n7 _- 19.34E ---------- I I 2G' DW"T10N FOR - PLOW TRAL 0.57 AC. 0 V \ZOO IV/ ' Y I �� JV I Vi:.h97 / `� ys-N.JOba p 2 _p 0 1t.G.171 80' IMIDE .� *� m DRAINAGE 8 �fC' ��t• C+'` I BY EASEMENT PLAT t �• Qy. I•.i 153.799 y lO 211 WATER -•I 1 - EASEMENT ,, I laoo I •. •.-jj�,�Al•PHOulAA1C SUNJIr 1rN1 • _• .BLOCK B _. 4" wan't S88454 ic Frod E. Hod t .%5. Ruby S. Hoe s,t/ rye vola m. P9.153D I � P QG• O.R T.C.T. i\�O'�• 9A �• VGL11361. PQ.1733 J� Q' D.R.T.C.T. . 1. 1.200.1'-..---- DaJW A LOHwr & Ws. 00" o VoL12575. P9.1630 m DRT.C.T. V • I W I 1227.1' N I I 2s• K" UWN mama VQ_ 13107. M 401 OAT.C.T. �T1a71 ■ nA TE)M UW= PARTNUtSI P VIA. 13187 PC../W "T.C.T. 66--A0001671 D-3832'09` R-994.00 LmR3g_R3 1 a. � lr.: 1v:'•Ib• K.4oJt,UII 1.•Ibul //• I 1 ' � � I ICG•50:'25':s'n ' 1 ICD- 17Y1CC 1 1 I D-11'54'27' ' 1 R-5070.00' I C8-S06'59'16*W I I ! I 1 CD -1051.79' - .� I � I Ij 1 Fin =E53 EAS W �' I I I 1 aT IEStFU1A� 1�IT I I I I ' I I PtJaJC 1ATE1f. S I U LASUE]IT-51A'Y T t SlOili DRN4A, \I a7 $M%z 145'9 6 I III .%il I I I G I I 1Lr I IDI r' 00 I SII � I •f1 �: � I . • Polygon Enterprises. Inc. Vol. 9339, Pg. 1071 $Ix I I I G •:1�: In D.R.T.C.T. 1 1 •InJI ,/' LOT N'WSIMh aYM WALW WN,I,-MX U imm Me iW PH 2 - ROM IIIIXIII L111111" PH 1 PH 2 TOTAL LOTS 12,000 SF. 63 iso' ,.�•,'i ,/M ds .�i7�//,y, ''�? 63 20,000 SF. 73 Y � � •� V 1 167 30,000 SF, NLG7 IJ II 33 J 0 ENT 5 t�U�7 DEET IL 0 4 4 TOTAL Lc"71 1 119 1 272 OINT o� AEGINNING riJ = IIA111% LY ay I= t S101i1 MAMA" LAV" IT atPWI IMAM M" AOCCIS rAsololT - !C .r aT TZFi,IA[ I4iTp.11{lIT 1 a. � lr.: 1v:'•Ib• K.4oJt,UII 1.•Ibul //• I 1 ' � � I ICG•50:'25':s'n ' 1 ICD- 17Y1CC 1 1 I D-11'54'27' ' 1 R-5070.00' I C8-S06'59'16*W I I ! I 1 CD -1051.79' - .� I � I Ij 1 Fin =E53 EAS W �' I I I 1 aT IEStFU1A� 1�IT I I I I ' I I PtJaJC 1ATE1f. S I U LASUE]IT-51A'Y T t SlOili DRN4A, \I a7 $M%z 145'9 6 I III .%il I I I G I I 1Lr I IDI r' 00 I SII � I •f1 �: � I . • Polygon Enterprises. Inc. Vol. 9339, Pg. 1071 $Ix I I I G •:1�: In D.R.T.C.T. 1 1 •InJI ,/' LOT BREAKDOWN PH 2 - LOT SIZE MIN PH 1 PH 2 TOTAL LOTS 12,000 SF. 63 0 63 20,000 SF. 73 94 167 30,000 SF, 17 16 33 40,000 SF. 0 5 5 150 000 SF. 0 4 4 TOTAL 153 1 119 1 272 OTE: THE MAXIMUM NUMBER OF BUILDABLE RESIDENTIAL LOTS SHALL BE RESTRICTED TO 288 LOTS. (PD 3-1 ZONING) PRIVATE OPEN SPACE PH 2 - 11.171 AC. PRIVATE ROADS PH 2 - 11.518 AC. NOTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shdll be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August ' 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. COO%110SI'TE OF F I N A I. I' LA'l' VAQUERO PHASE 2 RESIDENTIAL ADDITION (PI) --93-1 PHASE :' I`ESII)ENr1'IAL ADDITION) ) SlrrLIATED IN rl'IIE I.I:I�Oy I30(rGI,,SS StiRVI:I', :1I3Srm.,xC'rl' NO. 1w). ( 111.7 AC.) NII�:111JC;\N HUNT SURVEY, :1L35'1'RAC'r N0: rl 56 ( 92.8 A('. ) rl'011'N 0I;1 IV 14 rrARRANT COt1Nrl',y, rl EXAS SURVEYOR: Kimley-Horn OWNER: Elm" i and Associates, Inc. WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 SUITE 100 I:.. ,'Ou Pork t:.rntl�l till1�-. ::11i1• 1;:.1.Ji) ISI. f I .. ( �1 TROPHY CLUB, TX., 76262 5 "i l I ,, •. I lc, (') ' ' 1 :' ''`.I •;1 J ) CONTACT:" SCALE: 1 "=200' . 817/430-6600 S C'�1i3. I G - ll:1'1'I:: MAY, 'OO 1 STEPHEN E. 1 s JOB NO. 063466004/C500 SHEET 1 OF 1 �J 25' PU8L1C UIILIIY FASLMLNI VOL. 13457, PG. 403 D.R.T.C.T. FMR TEXAS LIMITED PARTNERSHIP D=36.52'09" CC# 98-ROO91571 VOL. 13457 PG.,403 R.P.R.D.C.T. D.R.T.C.T. R=994.00 CC# 98-RO091571 11 J R.P.R.D.C.T. L=639.63 W ROW DEDICATION CB=S71 '43'53"E VOL. PG. C D = 6 2 8.6 5 R.O.W. DEDICATION To1_r--,�� �«•T! w-�; �'-rca- �; c�rrrT i -r- TOWN OF WESTLAKE » BY THIS PLAT 20' PRIVATE OPEN SPACE NO. 1 VOL. �� PG. E ( ) PUBLIC ACCESS ALLOWED (TYP.) 767.02 2.5ss Ac. (VARIABLE WIDTH R.O.W.) 85'21' - - N89'33'02"E 606.14 `~\ ►`n - - $86'34'52"E- -- _238.34'- . ' -. '� FMR TEXAS LIMITED PARTNERSHIP 7 758InR '� 194.63' N89 33 02 E - - 267.95 - -- �'rr� 33 ; ��� - - N89 33 02 E 248.86 - ---Rl974.00 _ _ VOL. 13457 PG.,403 �' SQ. FT. `� -k9�� . 15' STORM I 1' 66.43' 171.52' 30.00's��>s h� aA , 188.66' 60.20' L=157.93 - _` - _ - C - • 09 I Z $ 6 96 SEWER ESMT •o 'S'1- - \\ C# 98 D.R.T.C.T. 1571 N N 1ti9. I '. �. 15 SANITARY y » -,� $89'251080W I SEWER ESMT �oo�. `�`� \ R.P.R.D.C.T. 2s,�, 85.00 N08'49'20 ,y� VARIABLE WIDTH ` 15' STORM o 14 �61 a0 $5317'48"E 3 12.52 sa BLu ,�z /� STORM \ SEWER ESMT v o �- -\ 41.67_•„ w.o o , SEWER ESMT 13 a ,r , �' 15 STORM �� D 26 5249NN 34 '\ =15.02 �o �.. K u N `v :r' 28.50 '�'- U. 2 •� h� ,� zo �'S 4+ :..,, 7 7 • �1 15 STORM - o ao �, o o _ 767 /� 8 t.? '79• - r'' ao►hhh� LITTLE vi ^SEWER ESMT `2 "'• a w c�� °' �' 3o,?_>y ti `ti SEWER ESMT 4 • 4 R-1100 00 Z L- 8.1s w 4 / u7 42 . _ 9� L=516.07 R=;8.44 3 w ; / _6,918 �. s - \�c BLUESTEM 18 �„ n u I ;. 23,801 -4_w5 f3L z •. _ ..a �-' f �15' SANITARY ;N." , �N C` COURT W N CB S66 4413E I V1 a 35,170 <�� 12 ,�ti. _.• •• _�9 \ ,., r ,,, a _ SEWER ESMT �� �¢? rn cr �? 20 PUBLIC UTILITY EASEMENT r l�� L=57.2x2 i • ,' a. ao � � � , �► . �• • i9 �, � • \ �CD=511.35 _.2 \ 23,598 , " �2A 8.1 15 o `'VOL. 134570 PG. 403 'oo L=49.69 R=50.00 N �' �/ 6,'g, A D.R.T.C.T. =45.39 42,081 '`�>• • -'21»W L=45.62' 29,035 n 2b'U4" is ` \ CC 98-R0091b1l 5.00' _=9 .44 'L / •92! 41.92-. / - C $1558 �, L 48.41 1 o GAILLaARDIA �,� ��' # --` R-50.00' �`,, 154.80Noo .5,39"W I I " z h'� , 15 STORM �� R.P.R.D.C.T. , $88'05 03 E �'� COURT 4 r , o tih SEWER ESMT ? gyp. SOUTH .P o S87 4 I 9A �, o ! I iii '' -' 0� NORTH PASS 0D f L=41. 9' 1 169.32' L 26.96 36 /L=35. 1' 175.64 ?pp ��j• O - - '� w R=34.00 �' �L=51.17' _1.=45.0 °'• / /� _ I • 3 3 I''' 1 / �' h -- 18.42' 3.50• 35 s Id 15 STORM " • 1 • ; cr, 11 L=30 3 I R=34.00 18 0 ^ /N85`39'07 �- �,, n (� n NV/ /�� .y O, �� ,. , 7 _ 5 �, 3 L= 1.60' o; r L -2 n2O `- �� N o 17 \ SEWER ESMTm 91 C\` OBD g POINT OF COMMENCING S01'48'348W 432.00' y b o `� ��;� _---- - ,�o• L=48.42' , • 560 o 2?7, L-45.69 �B �s R` ►:r, r" I �S,t;B I Q� %. L=44.14 � 25• `8 'n ca �� 5,898 L _ 15 SANITARY +� 5/$" CIRF CD `STI, '` . , ,? F� 0 ���� NSS _', 'v of Q N I^ ��, co 7 5' ? 5, 4 7 7 R=3 .00' 73�• c� _ SEWER ES�IT�p�^o^. ��?p/ - \ (CARTER -BURGESS) I _ r ' I I / ^�j / .a 3 -�.2 5 ? 'S`�0 ` < `rQ, 13 L O C K , ' z voi I L_ - L=1` -- i3L L=3 .91' , ,� . `37 S84'55'47 E - - %R`V -� '� r 20 / �, . !� 8 t� �9 59.03 _ - _ 21.76 ,� �^ 15' STORM S r, L� _ •3 10 "' 8 �0• /Y a 27.5__B�, .o ,�r� (_ - ivy / \s ;�• 214.45' SEWER ESMT X37 / 8� Q I -QO�i` - . i./ o / �"�, N �-'o� , _147.41 _ 35.00 » .� 1, /L=45.55 ��2 7 3 $013155 W vy 0 21,66 7 . / o h •5154 W L=228.69 C` '\i ' 1 �C, / `34, 6 I r 35.00 R=535. '� w :� c `�' cr ��� - N46 .66 R, v0�9 �' '��• �``� _ . `a" 26 3 - ��• 6Q 80 • r 107.12 35 00 .0 281 �, 0,387 90 W , 19 22 ,�,� 21 703 A `�'/ `__ w �� %�05% CK 74.72 000 i' •�` . h / _ , �� h ti W 15 SANITARY SEE 10 8 W , O,sT 7371.55` �' _ .3�`i' w % i i_134.60 o gL� , 2 _.., _ - _ L ) SBS �Wh 6 R_34.00 �� o ^�/ SEWER ESMT uo `�'' OEr�L 2.53 Q £ o L-74 03 3 L-30 97cy 30 1 1 IV SAIIITARYSEWER VARIABI..E WIDTH WATER EASEMENT Do �'koPOSED EASEMENT AN - SANITARY ' OVER SEWER TIENT J F.3. �� DAD (BY THIS P T) N1:313'42..EV-1 v C ice' � • -' a 1 / �l • OV� lel) 1,C)CILA ` `'s4 5j' 1 - "'�'� �3� �D -- - 71.20 4 S'SS•! hph �q �.>r 23,669 to o I j� �: o - - - qA' EZ' - •- 144.63 C\ j 6' ! ?6,0 . ,,� a ,�+, ,��• y`�is` Ui 27 l ,�. v►. QAC o 57321 _ �10�•i g0 -- `-"58.89 8S•� S00'02'25'E `5� / c3�,, o l _ �' 0 C "' S73 f L --4� ... L=112.15 - -� �,6�`' ____ ____ - ,� \'Q� 13.8 22 moo ` ,, �'q �� z 31.429 SEWER ESMT ��,5 5 r r s5 0 s 52 - , �,� _ 42.5 Btr \ \ Cr •� a*?'.'40,I �f POINT OF w £ . - - �� ,�. �i J 1 , 4 ..� / I �l w c� �'� .,, �, l0C L= s.o1 _ 22 '�-`5 -. ~\ ? \� 24,966 9ti��' / 25 �� °�' •' cv _ b_ �z213, �� , •3 �`�s� q�•�,�.�o� , t I BEGINNING X77` �L1 Co 3 . t "v ��. ` �� i �'�o' 2 �l , �1 ti.' r . ��r°, ESMT--,- L=50.33' .l G� d. co oc -� o •� a 2 ,^,; rn ����� \? L=127.07 _.L=41.5JI e- ,35. h Q9 /,,'� NSj 1 �-' �;, rc', �' 'Ti \ \ 99 R=156 83 '\ / J� d' „0 N o E(\ h 21 0 v 15' STORM r2' w a= '� T o 24 756 "� N 4 1,99 1�� ti� 1 ,/ " L i 1 0 ,� �'! OS• �4,61� .N 17• \ 4 s• SANITARY s L=37.03 ?g I PUBLIC WATER, SANITARY SEWER do ,� �` e•- d' 2 v � �� / 10.58• SEWER ESMT /Y 30,079 u`• m �4, No \ r� �'o°� h c� �'�•, , cP 28 15' SANITARY 0) / STORM DRAINAGE EASEMENT O .M M I N • <��\ o �� 766 ,q c, \ 6�ti 0 SEWER ESMT °,P s R= ' .00' R=50.00 %"--_ , �c, \ � 5 'S0 �. L 41.95 SEWER ESMT �- e`V \ 5 6.31 (vuzlaetl: wo1N) 24, op L 30.97' a� 1 40,188 VOL. PG. � (n � � 2,604 24,079 h� � !,>\, r' � N83 43'32`W 29� � ti -' � 38 ' BY SEPERATE INSTRUMENT `� �`�\2`x'0 15.28' 151.69' S> 5 _ • o I I �Q' / L=2.�9 �� \<\' r� ?�`s�S�,'3, 357 / y'1,°'G�• / /a ~ PUBLIC ACCESS EASEMENT 3 S _4,v3vol PG. w `•J' o� / S 0 , 73.24' 73.24 �,! ,h�� \ �► \�,\ ,� . 23 �'� `IP. c= �'' -� ._.. .��. 6 g o L=52.5' ?9bS 17.8, fir b6 35.83 182.31 AS 1'h ��, \ �� > �. ,, s .� i �, 4+• I BY SEPERATE INSTRUMENT \ \ 4..1 t"j ;. L=24.70 , O o 2G,83i? / 18 ^ , 20S�N83'S9'16»EOyB, ` �h,�o1 l\\ .�\ 27, / �i���'' '`, r •� 4 0 w ^ ?SF s. -F s. �' \ \ �' •5 / CS�i �ro'U R=34.00 a r•� 61.9x• t,1V'g2 �,� �'� �� 3_.718 � 17 '??Bs. g �-\ �.\ \., ,�,� �.�ti 1 � �=30:97 2g � �• �O 48?4• 2q1 • - I N ' 723 / 6',fl, r, •y1� ,' v� � N, • 37.25' �I II 5�� �� _ , o \ !``�� ,� �� \ \ � '� ' 0' -/ y � 3 - 4 I L=30.97 2G I aG s ,N6 w �� o>, 9'L4 �, '�-IU,G:i� z co 1 2 S 'A, R=34.00 g� _ \ N �y �. .569' 3 ��•� s \ ,fig `�' ��' ;ao , 47• 45, rY 2.,,346 I L-58.99 d 2 �6 ,.yN �\ �, o ,.^� �'� l o � � \ g•4216 W v: B 1' ..;, , r,tt »�? K c`�cP� I V74.3 �° d+ �.I , I Iisa189.63$' ` l 7 si. 6 �w9� �`'' It, `� ,* v, 4 `/ ' a �$o $ �5 347 \ \ 2 I l s 2 tt 1 73.2 (,� 19 o I 16 $ 1s ci 15.01 32 `� r3 �/ �' * -4.610 / z ' � tt g� L=5 .19 �'�L �- , '13 W ','�� psi,I , w ��0� / 20 '.'' $1609 \ r \ �.� 2�2 341 �` 15' SANITARY • / r� � A \ � 5 N� o g' fig' �-N.tt O• t� �� ` _ 1 _6,791 W \o '"• SEWER ESMT �'� gJk• / I J? 40COMMUNITY PARKBLOCK C 1 r \ W _ •S�J�g"\II Sh�� h,,���p, 1 w PRIVATE OPEN SPACE ' o. 8 rlt o w ._ 127.77r " 96.86 5 a ? �� N 193.18 N8773 25 E 152.79 1013 �` L=7.�3 _ 3 ti's, ,?+ �6 , 129,671 y> 26, 554 I I "E 265.02 �• I I LLJ O„ 2 ,s\ o.P\ N L-30.97 �' '� 0 2.977 AC. + ``0 N87'13 25 33 UJ \ �} ,�; .\ \ •AO \ R=34.00 l�j ,yo9•� .a`O 68.4 , y,� i- 1.. �� �"* I ~- GOLF COURSE 8 \ s� co h ?SS. �, I7 v BLOCK •<v � i �, I I 1 �. •� I PRIVATE OPEN SPACE (n 959 6' , v, 2,16 y1 6' > a 9 N o ro I � I •-+ �t \ )3,368 \ `� `�,�� �'L `� o?• �"� h � 6; o. c�► 1 hh e� � '1s � i� co 190.688 AC. \ CJS • o \ ,�' ti. .h� 'err F » "� I� r 'ti o ,l►, I �► I / J •. / / o W �j N rn ,2, \� `� < X0,6 hg� Nss .23,06 W �"�' 8 I 32 486 �� ' r � \\ Li 0 1 �a o,p \ .�'S 21.6 , 20 S11 N24'S6 33 W , .5�, o I O 1 I \ 56 p2 r \ 14 ¢6 49 ti '5,547 / O15.02'-'- --< \ 1,• . , z �� , s• �. (n 231 • � �.. � � \ - � 15.02 � . ;; ci 6N� 'L / \ v N \ ` 33, 763 8.39, Op ?66' 9�j• , <� l , �6 �0' w _ \ • .x•59 1 111 ^ �J ` \ LLJ �► 7 z# \ \ %"�S• ,�'� "� ``� 04 9'01 5 �o �3 w� cP �,, $ ^• ,� ' ' (O Q I �. `-�.) J \ \ 7y�' S�. oo �'1k a •,�l 1IU / � 22 (jlw �ti 3 o ' a \ 1 15 SANITA Y � � g � o � \o � it � / ¢ , , �e? _ ,, � I / I \ SEWER ESMT `�l 5 �ti9 �� 5 ��-�' / ,� �y _� .�T R-50.00 \ 35,927 I,!� % \: V �'• \ \ \ \ 38.741 o, `•'' 25,886 � � �l`�rO;, �,�p3 � L �' T � IL=36.7 ;, I _ ., 2. Q \�� 8 6� \ '�% \ sv, • �' ' 91. ' '-, m R=4'.)05.00' �• \ X30 5;ti� \ N 12 0-,0, l\ / �,��Oj i �. �? �,'�' lip. 0 ��o� _ N79v20`W ' _... _R L=1.�u1.77' 1>, 22,381 �� ao• `'' �.,.._ �.i C, �� R o\ /L-41.0 ?43 I I „ �,,, ,,, 1 o N, �` . 34 773 '� - 1 • \ p'S� �. ''S f 1 I CQ= S0?_ t� W 20 ", 8 -, . - ._. _ s I CD _ 1791.66' S ! 15 STORM 2. \ '� • ' I •---.. .._.-----_ ___._._.. \ \ � � -- � 6?--�=--------•-- -SEWER ESMT_. � �%' � �j `1rr h``� 'i' _ `'- I ' 2.5.292 �``6' ?BS '� ---2.222 35' BL �6V1�, E�%1'05• i< d � , V` `�!' '3,11.1 . J �* .36,54.9 $ I • c9 5 9 / .� o • VARIABLE WIDTH oo I �, yo, >.r �i - L-52.10' L=43.68' _ L= 8' 50 %� �'o� �' a1 F -�`nr in \ o;*54'27" , „ I �/ h• o• 3s R� - L=100.97 9 „ o, STORM SEWER ESMT I • DRAINAGE �' UTILITY h a� �,, �. . / oo• SAs 21 L=2 - - R%2 •�. ;'�0°• �: ��► A \ 111 I D=1 1 5 4 2 7 h 10 �, .0 4x.72 - . �- - 7 ,9 �, �- 5 EASEMENT •� ��l`` / �' �� .� /\ 0 R-330.01 L=210.50 ROADi . �o '�P in I - • - �� ``i'Q,' ,'� o L� �pR1VA Swell) �hh J �. 31,208. ��\���b�• 15 SANITARY I R-5070.00' VAQUERO GOLF COURSE A DITION 25, 3 � � 1s •'� 1 C� EA � I ,� SEWER ESMT •�°' N64. 1 ``i s 'o ;�' / "'ti°` .e'` L,298 NAGE pCCE ���•. ` j 25. ��,�, I , , CAB. _, PG. I'� o ,� ,t'y� 2 82 DRA1 L=6 9 % cr 3.3, 361 _ 15 SANITARY F I I P.R.T.C.T. .� ;�. 0 t Op R=269.0 "= 22.8 - SEWER ESMT \ I L 1053.68 , „ z .g8, 5' 'Lha �+► / �" 15 STORM _ / 8 r `'` .• ?89 6S' \ I I I - • �h, , , ,13 s7s , - CB -S06 59 16 W I O �. '`� h WER ESMT. j �,, 209 24 • 16.54 �'� WB Texas Resort Communit s, L.P. 0 11 �, hr° / ""� N07 42 55 W ( 7 6 g,02••E 34,32 1 2? £ �1. I I - 1 Vol. 14334-0540, Pa 001 -� ! a .4+ L O % 30.9 a 0 27, _.1 22.38 J 9 C)• ,�' 14 110 + ICS{ / 10.00 N� 4.a1 ?s4,4o' .� I C D -1051.79 D.R.T.C.T. (J1 0 30,022 N �, \� I - L=14.311 21 �° / ^� 23,399 ,� 0 1?694* CT1 I II II y�' N )• 21,038 � o• / �ti `� 5• 0 U1 L=6.65' 1 Cr' / ! S2�•? _ 15 es -..I r » r % •+ 4 p S p I I I N88 3613 W R=14.00 \ S 2 "� '� 5� 12 33 I I PUBLIC ACCESS EASEMENT O •8 . / h o 11 it 267.28' L=9.32 h S / / •01 0'�',� '�' 1�► �s \� o VOL ------ PG. • R=111.00' h /'� '50"W 163.42' �`� r'J �� ^ �\ u, 10 ,,, r^ 15,681 fi���`��i` I I I BY SEPERATE INSTRUMENT 30 DRAINAGE &UTILITY •--� ^'�o, 13 S86 59 = I EASEMENT N n12 �% ^� ;� Z 205 �' C� .h� /�/ 31,:'�,a _ �`� O �' /v '?1,80$ oo < <? .O� /•�� / w N 30,831 Ri P +W VARIABLE WIDTH I I I (Q $ '26,157 _ o _ ��� 20 h�ry / O 31 180 - �" L=30.97, - _M . SANITARY SEWER 15 WATER • Ci9 221• , o Ln w L-71.60 (�� Sp / �.� \ �o (jl Nc,w R-34.00 0• o� EASEMENT ESMT 0 $87'48'03"W J ;�.r1�' I �Ngl2 _ 13 \ �` lsq, / ` a � 4_, _ --- 6 33- __ 16 •� l ��. I , i�% _ ``� /"� < ;� O o r- _ V -. - <�� 15' STORM I -237.33 (v 1256.1 3EUE 21,950 , \ L=65.69' v' L =12 5.12 __ •- S85'S ' " �' \s 1 g. \ r'- �' _ N 57- 14.0 >p, < j SEWER ESMT. 'u,I�; `�-, '-� , �(� .ph . `� \� a' ,15� 5- - R=50.00' _ _ l "� I 1 �I •� .''I ,:S:i. - oh \ % L '' CAVE 54.85 S84• _ - I 0 1 �•", _ �� C '" ho SJ Lil. w '4,357 \ 50 TE WING 45 06"E- I ` eA �% = N i " A A' ►�h �` d n ru 85'52-57-W 18 _V 15109' �•� \ ' V6' • N � � 02 0� S8 i'04''�r 13 ' 94' 6' 17 r »j� �` K = - ` J1 ?37.?. ` \ '\ 4%'J ''', Se 1 S85'0318 W CD �\ 2.2 "' 82 2 .� 134.52'10 VAQUERO\ PHAS RESID NTL ADDITION i _ -- �` %' �p 01 18 `r\ �,• 1 C PG. s' �? ��o ham' ` ? � � � ';ru•,,•�'..�." r - I =ala I i'• ' ,\ .` ,; � .� `.`)`. .;;•>> . \ � ' '�. r-- r--• , - y- _ �u (p L 15.67 R -r,0.00' 15 LUE -� 1 ..• " J L =134.08' �5��\ � � . ;' ,;A' /; :i1: J ._/ �\ r. `'p• \ `t.,' \ 26,160 U 2 .o .:•- .,t), 3I6 v,` yJ J'. �50• \•� \ 11115• `1' v •�„'. ,V > r-/g;r✓� ,1 06: �'� ,1�. �� �s n' �9 a .ZI s 24,.303 �-i '[ `I sr' �.� •��� - 1G� 1111. ` SEWER EASCMCN f _ `;; -� '� � � SANITARY SE. � � �.� ` '� \ / \•�,✓ 198.6 1' (VARIABLE WIDTH) - L Ul c;,\\n• , - (AB. SLIDE _ SLIDE,y,, T.^ \ r_ '•, �`,Y ; ,UO �, .�cj� •: \\ r.t J• �ANIIAft'� i'�� LOT 17 BLd�K IK'M I \ ..\� �� PHASE I RESIDENTIAL ADDITIONJ ;.�\�• y \; �, �. VAQUERO CAB. PG. \ --EUE , R�82.50' 48.31'-- � � /C` ' I A. \ 16 N �� �l 'i:1,l�;JU II tt C10 1�1 ��' NCD L4 `� 1 I 44 I 0 L5 O 1 EUE r J •�� ` •' I VAQUERO PHASE I R SIDENTIAL ADDI�i 0 , V08 I l� I ( CAB. ____4 fid. --,- ��, �3 1.=31.96 1 81- PUBLIC WATER, SANITARY SEWER do STORM DRAINAGE EASEMENT VOL. PG. BY SEPERATE INSTRUMENT NOTE: EASEMENT DETAIL GRAPHIC SC'Al_,1�., 100 :)U u Ic,u ( IN PI;:E'I' ) I inch - 100 l'I. 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 'of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the. 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. _�. 9.' A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. FINAL 1'I.A'1' VAQUERO PHASE 2 RESIDENTIAL ADDITION (I'D -3-1 I'11AS-1. .2 kLSIllENTIAL ADDITION.) SI`T'UATED IN THE I EROY BOGGESS SURVEY, A13STRACT NO. 196 ( 18.7 Ac.) NII.MUCAN IIUNr1' SLIPVI:Y, ABSTRACT NO. 756 (92.8 AC.) TOWN OF' TAI RANT COUNTY, '1 EXAti OWNER: SURVEYOR: WB TEXAS RESORT COMMUNITIES, L.P. 2001 HWY 114 1(imley-Horn SUITE 100 , TROPHY CLUB, TX., 76262 r and Associates, Inc. CONTACT: STEPHEN E. YETTS 817/430-6600 12700 Park C'entrol Drive, 'ui(r 1800 Tel. H.). (97') 7111,-1.300 I)ullu':, 1t.a•. 71,2" ,l Iia, II„ ('l,': ) ''!•1- ','i:.'U CAI3. ----- PG.SCALE DA'1'L: I�1:1Y, TUU 1 `: 1"=100' JOB NO. 063466004/C500 SHEET 2 OF 3 It GRAPHIC SCALE a 200 -- IN FEET) I inch - 200 fL 1 1 I o-rr3ats' Sol MT= maw w'sa'E - aa w I o 1,eLe, IN Y �r� 'Sur .,. / R.SIMOW �aV� $ - „- ii Y 0 ,, "O - ewEsrtu B ® L-51607 1Y�C {{'13•E I // L-26S7R ": ,,.a s+. fiIPA d6g (_� 'k _ 'ti. © / wt OQ' FAfftlurT W 5613e x'E CD-2Ct.MMi Fl��+ OFTM. ®RT OyfO� /'® ®'` v. P Id,...l /a� r,,a .w,' „�' OO,°Igp� `/� �/� t4�tl�ylo ® CIA lk ��2 J .rR.i BLOCK e ^ �PON � g/ 4�. ,.el �1 ® q r'a m. ri `• _ 9[aCK - n W� \Ca Faa o4 ® ..i I / I BEGINNING /D� q_ a - o ® \ \ \".�, ®Ron MW IV Room on, iYti4-y UscanIm— IMP Rex �6if cos`. ^svw y161r, �" ^_ ' .t /, ',)\ 1 .. BLOCK ID & ,O \�, -°' ®, 1� r 7 tf\ '.,1 / ' � xmo '.i ®g BLOCK A �r \ O \ ,A -..•_' >o,. + / 0 ImoI�' �r , y 0� 66 ,en? ,p _ \ \ - i, IRIs+ ? 1 IAMIS—Mwo. �,4 3, d \ ' r ,� 'v� '4�'a•'�m ® , . I t✓ BL O CK F Q a m,a m la o ,` �„� g.� 5 yJ il� "tei .. d P s. e a4 �I' \ . O o ® •a/ sw �Fa 1 4T �'. s_ r 0o yo t c r..o -II m ✓; m �OC� . Z'L,O \� . \ ®,� a m .>, a ® 1)W0,11 •., w ce ;s ..�......... BLOCK e — _._. -_� _ _. _ g' — I \ \ `✓ ..,., _ -�' fat _m.,« 1 ( — Ta 1 9 —BiiK I r ® a 84 ®&ocK o ROOF YO v.. r LRI� ee• X6Q scess'te'w _ I @, i O pJ�" r R 6laC«K p%%IRL Y< M I I f I r fL.1051.79' _ LJ I ` C. mrF'Ar A z1 e I� ,,,- ` tzoo.l_ �Q-y� 11 si d eC ♦ ,Sr kk RVO.-c0 1 �— — — — — — — s r a r, ao — o� g GG 9b ¢ 1 RonO . w r f7 O k ® % ? �\ m ®+ ® xr I I R I I ( is a a 6 6 x. _x l7 ,="_ ;.xm `°v:&�i � ® � �� ® 1'� w �` u eo°P s I i �I .. ��®"" ➢ a .. .* .t-��. 1 I I - .a o a t\\ -;--. / '� ' p „ Rid 1 I'I �v, m., any d.\w .. auk ®I 0 _ — BLOCK A aQ O �. i — — — 1227.1• — — — © .,:^ 5^A� �°o P, aO �Poa y7 , i I mn sm Po +071 N55'342E•w r3 xlT rn O /.� Ran OALC.L .. 55.41 @o. / / f :.a_ is N } \•/ OWNER we TDWi RESORT CONMONOES, LP. 2001 NWr 114 SOME 100 TROPHY CUA TX, 76262 CONTACT: STEPHEN E YETIS 817/420-6600 CAB. ------ PG. LOT SHEET INDEX � LOT SIZE MIN PH 1 Z 1 TOTAL LOTS J '30 1- 1 63 2 (T 73 a: a 167. 30,000 SF. OWNER we TDWi RESORT CONMONOES, LP. 2001 NWr 114 SOME 100 TROPHY CUA TX, 76262 CONTACT: STEPHEN E YETIS 817/420-6600 CAB. ------ PG. LOT BREAKDOWN � LOT SIZE MIN PH 1 PH 2 1 TOTAL LOTS 12,000 SF. '30 and Associates, 1 63 20,000 SF. 73 94 167. 30,000 SF. 17 16 33 40,000 SF. 0 5 5 150,000 SF. 0 4 4 TOTAL 153 119 272 !NOTE THE MAXIMUM NUMBER OF BUILDABLE RESIDENTIAL LOTS SHALL BE RESTRICTED TO 288 LOTS. (PO 3-1 ZONING) PRIVATE OPEN SPACE PH 2 - 11.171 AC. PRIVATE ROADS PH 2 - 11.518 AC. epi 0 I O I NOTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plot, final plat; or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public Improvements. 3. All roads within this development are 'Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the Intersection of Vaquero Club Drive with Post Oak Platt. 5. EUE - 10' Electric Utility Easement (TYP.) B. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining all interior ROW's. 10. All exterior boundary corners are 5/8 -Inch "KHA« capped iron rod set, unless otherwise noted. lRte u- 24 - COMPOSITE OF FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION. (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) SITUATED IN THE - I� LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) MEMUCAN HUNT SURVEY. ABSTRACT NO. 756 -(92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS nnd0., vRvrAa: _ " � K rnley-Horn _ ❑ ❑ and Associates, Inc. 12700 Park CenVol Ori.e. Salla 1300 lei_ NO ((47 i)-70-1300 ' Dallas, Texas 75251 Fox No.(972)239-]820IL DATE: MAY, 2001 .SCALE: 1-=200' -- JOB NO. 063{66004/C600 SHEET 1 OF 1 C. L D=19'21'24" R=840.00' L=283.78' CS=N80'44'44"E 589034034"E CD=282.44' 19.34' I SHEETINDEX � �1. 55250'36•E L_ P.R.T.C.T. 10' PPoVAR OPEN PACE Na 3 FINAL PLAT Z Pume vcE aualEO (T W.) 1IT �10 Rg D.R.T.GT. E„ VAQUERO PHASE 2 RESIDENTIAL ADDITION .178 At. ,On (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) RS' IMlCt� LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 Am 11¶�[tl11 1 - MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) WO TEXAS RESORT GOMMUNTES. L.P. / TOWN. OF WESTLAKE, TARRANT COUNTY, TEXAS 2001 NWY 114 RR a 6O9 - J 00 / I J n N8T43'49•W 1 ❑�❑ Do �RIICONTACT: 7/QO E. 261125• e6 I 20' DEDICATION FOR PUBLIC TRAIL 0.57 AC. ----------- 7 / i 2 6 1q\''ePQpSp.' 1 9 )o / / 15' SWIITARY YRTR E9R 13811'04•E UJ O 60,061 It(e G�%WY \ O 40.940 SYR TEXAS LURED PARTNURIIP e wL 13437 16,403 28 10.24' D=2734'56"DRTC.T «4� �1571 R=550.00' gq L=264.77' v PUBLICS 7 vc 4103 10'WAIERIINE EASEMENT IT WATERLINE D.R.T.C.T. VOL. 1345), Pa. 103 CB=N79'37'40"E �- _ _ r Dq 96-RDo91571 O.ft.T.C.T. /, EASEMENT RP.RD.C.T. Ocd DATCT9sn CD=262.22' _-_- - - - 25' LITIM BurVOL PG. j 20' MATE OPEN SPATE N0, 3 ERISRNG m PUBIC AGCESS ,11LORED (TW.) DOVE ROAD 178 All ROA NDICATICN 10 - / TORN a WESnad / Rv'30.00' 58634'52"E (1Tr Txls PUT) w�iNC NANI wniED (rv.) se634'sz O Vi. L-102.86' 116.98' Is �HIAKT ESMT Re 8621' 67.D2 x566 AG 88,8' A6W INpIDRTY.W / i i ^1 C pot 0.' n a2eT {. 15EXTR E91T �tV6EE DET.VL % T.Tse 'go .yiT, 19tw -- eranwn / 141,,UjAt AgAt G./ V ?T 'xq $O1 sa Fr. gTss 15 0,1 5 O l` O SEVER 17131T 25 28 s''3i 27 §§�� ^� ��sfi&s'D6•w � e'B'..2D p,� 6y� :�` Off' O - 2s.11a F� 6� O ; 34 1zSD2' �L® K %I Ito A' ,�„ 24 24.014 '" S. g 23.77, z F / Q�OyIt wi� 33,856 ,8 6T t -28.50 J3 20.607 R=140D' 42�.OL -03�` l - •$) L. 8.19' / `\� T �B{'\ �( 15Yrm IwT ss4W L-640'1 mow. e23, �sy1 1j', a T� 15' SANNM I 190.86 L=1755'L=Sy16 T \R< Ilj--y8'y / 4wWDg p�\� P/ ��" R=6 1 a y a' m 35.170 E .�.'���( / 49 SEWER ESNT,sd AE > 5 5 � 131 A 19y� R•21).5 � L=igJ \9i• O / 2.r q�0 Y� __ D'•S'OM `� 26.983 31 42.081 421 V. 8 F _ R®'9 gq IL=5&PT 85.00' R< K 9 ^, 25 65 II r /�03'tA _ [boa?5a. ) I/y.�00' 1y.^N ISPi L) i rl'��r. 'k4. /k� o \ ggT'u1`111" �.'� 0 59,075 B .0, �$. \ \ 42.225 nO� 3 - 25.170x'V ^' 21,916 �y�l lq \\\m 27,948 Imp Itt I OQ' p BLOCK B PRIVATE OPER SPACE IfBSDT/ 11-1aI ]8' 2O ANO MANAGE EASFAwNT 1 R'�� I I 23,503 3.6]9 AC. O/ at 24.0.0 5] $ 20.1,tss � 176 ,I & .g BLOCK C 21.56 591'19'58 Y1 r m 198.10' poo r 20' el 18 `� Ign 91 Se ' §') 1.,61 I C) 21,395 m 26,676 Q m S6n43'41( 1 ° °(� 21) m 1517670 / O21,553 / 24,870 T / 7 4 \\ \ IR 28.1 �L`� M49 15' WAIFR/ 11 21,1]4 21. 2 O 13 9 �, 21.576 WATER\ a Vp2 -1.,1'5Y 21.252 S"nU'y / eSNN/ ��V EASEMENT \ �%'�\ R-2B25a DjtjllL. 8=317. \&,�[\ Ay/ B9. AS / `� 5> / / � � � _X^14280- - - -•cQ. i O 5 e4,-^ -i \ �< R' JOG 152.597 2 y'Y 0 R=05.0a \1G Iso.374. I± 80' WIDECIP/ EASEMENT 1 / DRAINAGE i V ' - P BY THIS PLAT O mn� - 0 1,]99 53 u 152,654 IN �� 212 WATER EASEMENT - 1aDD W Mme' SOIVYIOi: 257 2021' APPRO%IMAiE SURVEY LINE _ BLOCK B- _42137 NOTE: 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Low. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year Flood plain. B. All Internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement is hereby shown and dedicated adjoining oil interior ROWS. 10. All exterior boundary corners are 5/8 -inch "KHA" capped iron rod set, unless otherwise noted. } 28,6841 / /� m3 ` \ N7 . 1474 5•W1 23,280 w S' h 0 771/ 6� 30,289 \ �e O 26,830 NrAt� . qAT. 23.946 O 23.9959 �ry`b BLOCK A 3 04.p S 22.264 w \ O qo3 GOLF COURSE`' 1 = !L f t KT PRIVAR OPEN WAGE {`} (� 180.698 AC. �j/ r. \ (AL Q 23. vCO \ m w y IT wig co N III) DRAINAGE e UIMTY GRAPHIC SCALE w 0 100 IN FEE17 .1 inch = 100 ft. EASEMENT SHEETINDEX EASEMENT �^ VAOILIM GOLF COURSE A OMON G4B _, PG. P.R.T.C.T. FINAL PLAT Z Is, LIP. WB TVale 1IT �10 Rg D.R.T.GT. E„ VAQUERO PHASE 2 RESIDENTIAL ADDITION ,On (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) OWNER: - MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) WO TEXAS RESORT GOMMUNTES. L.P. TOWN. OF WESTLAKE, TARRANT COUNTY, TEXAS 2001 NWY 114 _ SURE 100Oe TROPHY CULD. Tx.. 76262 Kimley-Horn ❑�❑ �RIICONTACT: 7/QO E. and Associates, Inc. 12700 Park Central Drive, Suite 1800 Tel. No. (972) 770-1300 Dallas. Texas 75251 Fax No. (972)239-3820 CAB. ------ PG. ------- DATE: MAY, 2001 scil 1'=1w 3DB NO. D631seo4/cxw SHEET 1 OF 3 4 25 1 VINIIY EA9ENWI VOLWL 1 D.R.T.C.T. Po. 103 0.R.TR00 MR TI V01- 1 UNITED PARINERSXIP D=36'52009" CCA 96-R009,5)1 VOL 1315) P(..40.3 RP.R.D.C.T. 0.RT.C.T, R=994.00 CCA 9e=R00915)1 R.P.R.D.C.T. L=639.63 Raw DEDICATION CB=S71'43 '53"E 0L -'c - CD=628.65 sued Oedw N� ReeerFotrrtd P.O.W. OF WEnax ro --- -f- TO(B DII S PLAT) E 28 Pli OPEN SPACE No. I VOL PG. \ NE (Br MIs PUT) Ru9uc Access ALLOWED OYR) \ as.zf 767.02 little Ac (VARIABLE WIDTH R.O.W.) 606.14 - \ ,p - e, )0.09' - \ \ MR TEXAS VOL. UNITE115457DPQ,4103RSHIP I 'N-N�SJ'OYE- - 33 NIW93'OYE- -299' -R=9 \ '•� 3 15 SrtlNl D.R.T.C.T. 68.{3' ITS2' .ar 1681{6' 60.20' \ 9R5'DYW `�� SEWR E91i ''si T • SANITARY 54,, 99 \ \ CCA 98-80091571 J R.P.R.D.C.T. �RWoRt `AIT �-g � � \ S53'17'48"E 94 \ 11607 t ®L O K C a O - VSEIvi L91TI ££ \ \ \ SEEWR FAIT 13 L�L zaps ,; _ Is• sroRu \ 41.67 D=26052'49" I 28505 oY 3n229 4,�,] SEWERFSMT 15'SIOwA 3 L_yala•I - `A 44 - j '�' O 4y\ 425. .(y�LlTTLE �;+, sEvm Esur [�,<� \\ R=1160.00' I O a 23.801 42_5' BL/ 26.918 `t+' \ \ / [ BLUE9TE![ n IB L=516.07 I O O X ,[ [. COURT W 35.980 O \ C6=S66'44'13"E y In % ii 2 38.1 S B` ax l jl jig, 1.82276 SEWR ESYT 21298 / `t. -a®, ke. ]'�*r 15 N $ & 19 �' [� \ \ D=511.35' zo' VOL DIM7.C, Pc. MENr 42.091 Ali H"' n@• \L -IB. ,. 8.50. \ eT. k.9BM / 1 11 575'58� $ 48111 1=15AT 29.035. G�D� 2fi.048 'wy� \\ CCS 98-TR0091 71 6500 I III ,$g9- R-so.ar 1 tSL.WI 3 T I z �,/�¢,'�' 15 smN / sauM >� - SBT0.5'39'W' searos'w•E 'WP. COURT a sEWx Esur � s, ye. F�081RRIX PA93 JL=41 O 16837 L 26.98 O ,1=]5/.�.I 1TSb1''�r, pp' '>di r l s Y O ia% 81 50' 96 7 11 l:3� .W 1851.1{ 'u4D' 15•lop" s10NM '$.� 1fJ9'0]•F� V >A 8O 2a,fiaal , w4 \ x2ns - I W L- ew O 17 / L`z. \ 20 SEWER Evn 11 : -1 o°/ . ° b'0'�•'e'fP L=aa{z L-H,u' a 25.860 �r(' t / 'Pa k Is sAxrARr N'ml 93 R Inm 25,899 267 9$)> eq, 3 . 2 /A2 \ 5 9O p 8.3}.00' �-� SEWA ESNT ]I m I I ?�% / a2. ! BLOCK R I �-- ulzl.n�L W/0.9T 97 s9Tss'aitl�-°P•"�m�N 20' BLI �/ f / (LEO) O 8 ° 7.5� ^,' 15' SIOAM \ •21+,_/ / 10N 9 -ui.a' 9 - \ yew / OzN.u• r'O SWR ESMT ['�3 - 5807p•3 /E 3l � 3 35. J6,OU 6g..� / F , 2t,667e� / i -1 N16595{'W L=22869 %t\/pM1' .�w 0 9'63 74. 3o.zas 20.387 y/ 1aws� D 19.66' 22 �r -( POS, >3T, s G`, s BL CK r . _ / /1r_xoo• /,4." 21 g. b� 28 +" SEE D67 60' apt w C6 gLQ O pF SY 3\ _ �� J / 3 P " - T.P➢-L=TROT 66 rJ0.9T a 23,669 30,121 R$ sEYER IsAl w N[ SJ' LOC K Z4Cg o � 1o,.y � Wr - - -5� - - iaauY _ _ [°ike6.\ � � '° •Q � MP3. � � mN �1 K� R,T,{•6�7Jp }� u SLz0l/1[/�2O4.966 � 9'I'g� 4p• 26 s 2NER ESYT/1 /• ''� 1 / 5 e� 31.429 OL. a\ O. ♦ ga' zOO.O'a n + 2 4`.482 Ov Js'1K'za.Js20 2ot R- L/CE3D.OSSWRW179 SANITARY O OI 0.9SEWREENT ' L-nxsL:1yUns 15•my xBJ<Y .31• wall4 s /02,168 8 SERER EuR EN 24.079 18265- O _ SWP\WII / 7�Rr,xe' '61rte 24,032 •P, �L_�2�(o\ °'O \ib'•�r, 1 2'$ 23.357 lOe j26.830 z az40; a hry lT''1x• 24. �0�•»k. [SYIr I" I I /ti' ftp .M, m { wr1* JI ' ryn 32.715 17 F'22 ('•O sm\ wiz•\ \\� f6G� ` a I>397T`� I, 29 SANITARY KKR VARIABLE WIDTH WATER EASEMENT reautea EASEMENT AND SANITARY DOLE R01D SEWER EASEMENT (BY THIS PLAT) tr� I W / 7a �/ t s%•46'xw - a / / EASEMENT OF gO�Y DETAIL OF 6%7VWW G�Pgti P IOT.1Y F- - POINT OF BEGINNING NERIC WATER, SANITARY SEWR k STDRA DRAINAGE EASEMENT VLL�PC. BY sFPERAIE HSIPULAFNi PUBLIC ACCESS EASEMENT W2._PO BY SFPERAIE NSTRIIYENT e= 23, 23 ! 103 !25 4 1 rc L=]09 26.156 IS &� 2,9417 s �{J, 40.635 14j7 SJr.w, O I Ra4.ao`` `,gy2` \_ O `3�'.. � \°• � Q ° � 90 �- I a d 23,946 1 J \L- 9 615 \ 'Tj ✓ l' eY" O `� I/ / 9,S' L / \ 5EW1218w Qw k \ ! I S. A95° / mar' p15 '✓n 1A •a4'8E 1 1 W111.1CW $i? 6S N)4 ' i O. 31.911 ,y 1a o B' BLOCK Q \ ���� �gYYYI O $o I l S O 25.34] N19R]T 32 / If 19 18 8 '•. oo O °rs 24,810 _ Oj� �J /L C l 6 1 .� i / 2O " \ ( 22.341 ' 9 15• sANOARY C K A O 3 O _ 26791 $ 2A2r .p S 22264 w C LAB I m:g CaMMuum PARx •(, 8 ` 11 Im BLOC{ ej PRIVATE OPEN SPACE 9:i 1 127:]{ •ed I W'O 51'1'1-0\S „a\!\ T L -30A]35 'A� ,0°' IN.671 I S 191.18 NB]1 25 I52J9' .n, I I I1 Z l w \ 14 x00 29TT AC +3 ,� 28.554 GOLF COURSE 't = g r BO m!\ \ \ 16 $ ?', i �� BLOCK F O >\4� wJ7_ z PRIVATE OPEN 9PAQ,1 {;�} (f) I ` o. 22 165 `]i. ,,p ZtS I R u lin 2 I I pJ- 190.888 A11 VV r \ 23,368 \ �� ym , �Q• W y y6T 9 I u ��:'�' O �'y �p0 30.1at 'P / � 3 ~ In _yA ` Aq� !�I WIN � I i) \ > S I� '6T'-� �pj�•�" 0,�1� \ ,�� 14 !Bi �20�. STT73 4 2O I 32.486 2 W I < U) %` Vim\ A \ TYjRtgy n / °i y5 4\ e a Ns'''s6 ASP I wl �� \ 33,763 aTJg• 0 ] .1A ,S (� w y, O \ O`p \ \''s. p,a. SO "/ s`3 got , , SLS / RC 31 \1 6 J \ \ 25,792 \\i B W yh y 1 /\M" ' 1 \ 24,410 \ .?' J III. pg \ �\ \B, 19 11 L,' / 22 / ^`s^-iif-Sw 11J'� A. w' 6 O W `� USENER E 2\ \\ \ 38.741 ; 25,886 / / ^ V'� j 'IL �1� mar• 1L.J8. 35.92) IX 1/ / L� B t, V / / A° /e \o '0� 19 / I A' D=21 '02 ae" �(fl�\ O .i \ \ PLN 12 ( / Lp�'I/ ./ v- h �5'g '9� O1� ,yIgYJ,2niY lJI ' m II R=4905.00' S• 22.381 M ,\h✓ 20.6 .p �,1/ G IV [ /btl.0�• 2431 ' L 1801.77' AS\ $ •'SSP OOlN\ \\ \ 34.773 2D / "QF / VO / O°44� /0 5 ' ' I 1 CB=502'2523"W S 24, '�• S 9 �b \ WISTERIA / . \ h ' B 1 CO , 79, 66 I. 1.e. •La's `- . � �./ 1 / l\� \ 'sEWa Es,Er. �3' G'% � mss'BL V6i3�- io �O /9A' !' 33,114 t\ 3854. `1.. ry�` y. \ vawaaE MOm' dddXrrr I DRAINAGEAt TnuTY I�0 ' 10 �' N ,� / 21 L.z4RM �,aa9Y _ _ Q9A' gd,tg 7 \\ sTaRN sLWR LSur I,R i O •i ! >� ��.4' O R=J3o.% L=2ro.5o 6 mac, a - O O •G I 1 D=11'54'27" VAQUERO GOIF COURSE ON I��\ �a5 25,135 1i Q°'s�• �' • h//\\ gLzCK D i RowE n 'Sqo / ;A 31,208 �t',1,'�" MOUNT"UT JI I R=5070.00' aBi 20' tOPNN l' '� 33.361 16 SANITART�'r' ' P.RS.C.T. zJ3 2Tr4. tr eA ,_ R. / / d \ I L=1053.68'. IZ O a9 yy °�% 4Q. / /h0 ,s so9slT. ' O 15' s 2`�' EsuT \ I I 1 CB=SO6'59'16"W WE Texas Resat Cammunit s. LP. O 11 v 6 NOT4Y55'W ( E 249, 32• 7821 g5{' \ xA ) Vol. 14331-05.0, Pa 801 g 6 ti gLQ \% / 30,796 01 4. 22f 1. D.R.T.CT. ILA 30,022 L= 311 ry 21 / tr 14 - xa 2aCl( E / 1008 \ ryr0'09 171.81' '221g' 2238' 0 I I ) CD=1051.79' 21,038 :� 0./^ ,n �12484 O G NBe'SeYYW R 6W1 le / »83271 16 rye �/ V4 yO2di1SW' t' r1§3 12 1 zs].ze' L•9. ,a, % 0.� .1h Il _ a 99 I w�lc Acass EAsmrr 3a DRNxaDE a Unutt I `r R=1 m' /$ 19 sllss9'w'w 163 A 17 �, v, 30 B O e 35.681 -1 O O p0. O / O w ? I I BY sEPmarE IxsTRuuExr EASEMENT N 12 v� W /i b /�l� v$ 31,2sa R U I N ' 21,808 1'I l3 / p O 9!- 30,831 I O 6x 26,157 $ ) 2O 2 $ VARIABLE NDM 15' WA R 221.13• . 9T S ' yWITARY SEWER I C9 35.00 U 1.°°\ 6°/s 4 j o \ °d t�� 31.1ao R:%a0 i Eas][ENT EsuT I to 587'4 '03" 8° _ ywr� Ih \ J o �\ �4]� ` ffi S! o it I Pu9uc wn ER s maxr se ER a F. 12.56.13 \ � °i �. °� °�, \' 15 STORM � I � . z WE r Naso �4 \:85.88 N 3- 19 ) �Zf. \ " 4 57 _ L_125.12_ = SB55� I{.0' \ �, B SEWR MIT r I I Val.r. ORIINA�c EA�LENr WE 11 of q, 21 M 21,382 E([([ O _ O I 12 35' BL \ \P". s l�5- - . x.&5' RO l7 I 7 BY SE➢ERAR NSIRUYENT A .I�4 24,357 �\ O QG COVE sfie'+s'ost-- I` all I 25.668 I 1 SPIV, > s :x ,�„ �G N8532'S)hl Se79a 11130 13 Rass 17 \\ I`� " ;�B2.5B Ln 2372' �>a 22. 61 sesro3,a'w _ 1C \ {{••�zl JJ i 10 \ p zz ez �<®�\\ bpi)>>• yryA I34.5Y w T 'B"' cis BL �OG�_ `\'6D�4. ��T2 i I I tl zi J Try l- 1 vIl VAp1ER0 PH RE51 4 e 18 \ Z ,Y P XI a 28.239 Pc. '\ �"ps, 14 �) `\ GS7 24.018 6 1P< 014 r(_✓ ��✓t6W 31.1]1 31,063 391,369 0 23,990 3..96 l 11 I II p tia:ll ¢ O=l .6261 s�nN•` L7 WE _ \CIO A II l SWNER: NIM ` N1.1 Will Tp RESORTCOMMUNI ES. LP. spttpe, \\26160�O. 1 U2 1 9 200 HW 114 30.318 - a T " I SUITE loo GRAPHIC SCALE 100 (LN F`EET� I inch - 100 [L. I 1� 1j, .95'Horn 58 '6'O�"1,' , �. �0. NO 4� I �' .TROPHY CLUB, TN., 76262 �S❑ and eAmociates Inc. �V s,. ya 1t 24,303 a u 3 s, N9sro41 'E 1 [.. '7R' \ Q d I S I ,q 1 ISI E o / 1�. > [a\ R 16 _ WE O WE O 0.5.97' 62 CONTACT: 219 a ,>9 L _ I •Y 11' I SANITARY SEWER EASENENT i O (n'\i J \ 2?42. 'll \ 21,014 19860_ x I //a\ �„ B22y' ' S6"W 881]/QO-86070 5 12,00 Park Central Drive, Suite 1800 Tel. No. (9]2)770-1300 0 (vAWOEIE NOM) N WE 37,757 /A b� \ ! G•� .y T- 'd /-y 11� �� 2 OO I Dallas. Texas 75251 Fax No. (972) 239-3820 r CAB. ____. ELIDE - / hyo' O .� \ � \ \ ,Sp / L15' SANITARY r 31 334 4v, 'e LL (L )� a' \ P R.I Ci ,9� ,gTIY y IS' CRwxAC{ / 21.900 .SV 2\'\\ I \ s"g' ' Lar 1), 9 k511i n I VAatIERO PH0.5E I $DQlTIAL 800 UE I I rc It, tp .1 6. ,�. CAB. PG. _____ DATE: MAY, 2001 SCALE: 1 =1oO ° EUE DRAINAGE c} 9 O >, %, VAQUERO PHASE RE51DENaP1 AOORNIN i; L'] CAR _I Sl. T x^ 3 -----, _ - .9.� / 6 ♦\ CAB. On - I I - `475 L 3196 AO• CEL _ _ - JOB N0. 063488004/C500 SHEET Z OF S 0 NOTE: 1. Selling a portion of this propertyby metes and bounds, except as shown on an approved, fled and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements. Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 16 Electric Utility Easement (TYP) 6. COMMON AREAS Lots 33. 35, and 38 along. Precinct Line Road and Dove Rood are for public trail and public access, as required by PD 3-1. _ 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Torrent County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement Is hereby shown and dedicated adjoining all interior ROWE. 10. All exterior boundary corners are 5/8 -inch 'KHA" capped iron rod set, unless otherwise noted. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION (PD -3-1 PHASE 2 RESIDENTIAL ADDITION) o SITUATED IN THE o LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) r MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 ACJ TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS o 0 u suavccR a.. 1� 1j, .95'Horn 58 '6'O�"1,' , �. �0. NO 4� I �' .TROPHY CLUB, TN., 76262 �S❑ and eAmociates Inc. �V s,. ya 1t 24,303 a u 3 s, N9sro41 'E 1 [.. '7R' \ Q d I S I ,q 1 ISI E o / 1�. > [a\ R 16 _ WE O WE O 0.5.97' 62 CONTACT: 219 a ,>9 L _ I •Y 11' I SANITARY SEWER EASENENT i O (n'\i J \ 2?42. 'll \ 21,014 19860_ x I //a\ �„ B22y' ' S6"W 881]/QO-86070 5 12,00 Park Central Drive, Suite 1800 Tel. No. (9]2)770-1300 0 (vAWOEIE NOM) N WE 37,757 /A b� \ ! G•� .y T- 'd /-y 11� �� 2 OO I Dallas. Texas 75251 Fax No. (972) 239-3820 r CAB. ____. ELIDE - / hyo' O .� \ � \ \ ,Sp / L15' SANITARY r 31 334 4v, 'e LL (L )� a' \ P R.I Ci ,9� ,gTIY y IS' CRwxAC{ / 21.900 .SV 2\'\\ I \ s"g' ' Lar 1), 9 k511i n I VAatIERO PH0.5E I $DQlTIAL 800 UE I I rc It, tp .1 6. ,�. CAB. PG. _____ DATE: MAY, 2001 SCALE: 1 =1oO ° EUE DRAINAGE c} 9 O >, %, VAQUERO PHASE RE51DENaP1 AOORNIN i; L'] CAR _I Sl. T x^ 3 -----, _ - .9.� / 6 ♦\ CAB. On - I I - `475 L 3196 AO• CEL _ _ - JOB N0. 063488004/C500 SHEET Z OF S 0 STATE OF TEXAS: COUNTY OF TARRANT: OWNERS CERTIFICATE BEING a tract of land situated in the Josiah Walker Survey, Abstract No. 1604, the Memucan Hunt Survey, Abstract No. 756 and the Leroy Boggess Survey, Abstract No. 196, Town of Westlake, Tarrant County, Texas and being part of that certain tract of land conveyed to WB Texas Resort Communities, L P., as evidenced in a deed recorded in Volume 14334-0540, Page 1, Deed Records of Tarrant County, Texas (DRTCT) and being more particularly described as follows (bearings referenced to the east line of that certain tract described by deed to WB Texas Resort Communities, L. P., as recorded in Volume 14334-0540, Page 1, DRTCT): COMMENCING at the centerline intersection of Roanoke -Dove Road and Precinct Line Road, some being the common east comer of those parcels described as Tract 1 and Tract 2 by deed to FMR Texas Limited Partnership as evidenced in the deed recorded in Volume 13457, Page 403, D.R.T.C.T.; THENCE South 0148'34" West along the east line of. said Tract 2, a distance of 432.00 feet to a 5/8 -inch Iron rod with plastic cap stamped "Carter & Burgess' found for the southeast corner of said Tract 2 point for comer; THENCE South 01'31'55" West, a distance of 107.12 feet to a point for comer; THENCE North 80'10'38" West, a distance of 102.53 feet to a 5/8 -Inch "KHA" capped iron rod set for the POINT OF BEGINNING; THENCE South 12'56'30" West, a distance of 497.78 feet to a 5/8 -Inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southwesterly direction along the ore of sold curve through a central angle of 11'54'27", having a radius of 5070.00 feet for an arc length of 1053.68 and a chord which bears South 06059'16" West, a chord distance of 1051.79 feet to a 5/8 - inch "KHA" capped iron rod set for the end of said curve; - THENCE North 8857'58" West, a distance of 20.00 feet to a 5/8 -Inch "KHA" capped iron rod set for corner; THENCE North 64102'24" West, a distance of 74.52 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 67'38'45" West, a distance of 114.70 feet to a 5/8 -inch 'KHA" capped iron rod set for corner; THENCE North 70'52'15" West, a distance of 105.43 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 82'42'42" West, a distance of 125.04 feet to a 5/8 -inch "KHA" capped Iron rod set for corner; THENCE South 81'37'27" West, a distance of 132.26 feet to a 5/8 -Inch "KHA" copped Iron rod set for corner, some being the beginning of a curve to the left; THENCE in a northwesterly direction along the arc of said curve through a central angle of 0833'25", having a radius of 635.00 feet for an arc length of 98.53 feet and a chord which bears North 13'06'49" West, a chord distance of 98.43 feet to a 5/8 -Inch "KHA" capped iron rod set for the end of said curve; THENCE South 72'26'28' West, a distance of 60.00 feet to a 5/8 -inch "KHA" copped iron rod set for corner; THENCE South 7938'12" West, a distance of 205.99 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE North 1740'51' West, a distance of 76.54 feet to a 5/8 -inch 'KHA" capped iron rod set for corner; THENCE North 6236'27" West, a distance of 211.77 feet to a 5/8 -inch "KHA" capped Iran rod set for corner, THENCE North 14446'57" West, a distance of 84.57 feet to a 5/8 -inch "KHA" capped iron rod set for comer; THENCE North 78'26'33" West, a distance of 256.13 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a southwesterly direction along the arc of said curve through a central angle of 06444'38", having a radius of 317.50 feet, an arc length of 37.37 feet and a chord which bears South 0813'35" West, a chord distance of 37.35 feet to a 5/8 -inch "KHA" capped Iron rod set for the end of said curve; THENCE South 8748'03" West, a distance of 237.33 feet to a 5/8 -Inch "KHA" capped Iran rod set for corner; THENCE North 04'55'50" West, a distance of 209.09 feet to a 5/8 -inch "KHA" capped iron rod set for coma; 719311511 1. Selling a portion of this property by metes and bounds, except as shown on an approved, filed and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State Law. 2. Dove Road and Precinct Line Road Rights -of -Way adjacent to Vaquero Residential Addition Phase 2 shall be dedicated by separate instrument prior to acceptance by the Town of Westlake of the public improvements. 3. All roads within this development are "Private Roads, Access, Drainage and Utility Easements". Utility easements are limited to sanitary sewer, water, franchise electric facility uses only. Unless granted by separate agreement. f THENCE North 4016'28' East, a distance of 137.52 feet to a 5/8 -inch "KHA" capped Iron rod set for corner, THENCE North 38'36'52" West, o distance of 227.51 feet to a 5/8 -inch "KHA' capped iron rod set for corner; THENCE North 16043'10" West, a distance of 324.82 feet to a 5/8 -inch "KHA" capped iron rod set for comer; THENCE North 73'21'55" West, a distance of 147.45 feet to a 5/8 -inch "KHA" capped Iron rod set for corner, THENCE North 13419'56" West, a distance of 79.51 feet to a 5/8 -Inch "KHA" capped iron rod set for corner; THENCE North 16'38'05" East, a distance of 134.26 feet to a 5/8 -inch 'KHA' capped iron rod set for corner; THENCE North 48'57'10" East, a distance of 43.61 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE in a northwesterly direction along the arc of said curve through a central angle of 2010'56", having o radius of 475.00 feet for an arc length of 167.32 feet and o chord which bears North 83'27'23" West, a chord distance of 166.45 feet to a 5/8 - inch "KHA" capped iron rod set for the end of said curve; THENCE South 41'02'50" East, a distance of 44.17 feet to a 5/8 -inch "KHA" capped Iron rod set for corner; THENCE South 01'44'02" West, a distance of 131.38 feet to a 5/8 -inch "KHA" capped iron rod set for corner; THENCE South 28'02'25" West, a distance of 366.47 feet to a 5/8 -Inch "KHA" capped iron rad set for corner, THENCE South 16'53'20" West, a distance of 51.89 feet to a 5/8 -inch "KHA" capped iron rad set for corner, THENCE South 11'29'01" West, a distance of 244.48 feet to a 5/8 -inch 'KHA" capped iron rod set for corner, same being the northeast corner of Shelby Estates, as recorded in Volume 388-165, Page 28, Plot Records of Tarrant County, Texas (PRTCT); THENCE South 88'54'50" West, along the north line of said Shelby Estates, a distance of 1500.89 feet to a 5/8 -inch "KHA" capped iron rad set for corner, some being in the east line of The Estates, as recorded in Cabinet Ai Slide 2788, PRTCT; THENCE North 0099'41" West, along said east line, a distance of 897.82 feet to 0 5/8 -inch "KHA" capped iron rod set for comer; THENCE South 8914'34" East, a distance of 19.34 feet to a 5/8 -Inch "KHA" capped iron rod set for the beginning of a curve to the left; THENCE In a northeasterly direction along the arc of said curve through a central angle of 1921'24", having a radius of 840.00 for an arc length;of 283.78 feet and a chord which bears North 80'44'44" East, a chord distance of 282.44 feet to a 5/8 -inch "KHA" capped Iran rod set for the end of said curve: . THENCE North 71'04'02" East, a distance of 547.43 feet to a 5/8 -inch "KHA" capped Iron rod set for corner, THENCE North 65650'11" East, a distance of 341.21 feet to a 5/8 -inch "KHA" capped iron rod set for the beginning of a curve to the right; THENCE in a northeasterly direction along the arc of said curve through a central angle of 271456", having a radius of 550.00 feet an arc length of 264.77 feet and a chord which bears North 79'37'40" East, a chord distance of 262.22 feet to a 5/8 -inch "KHA" capped iron rod set for the end of said curve; THENCE South 86'34'52' East, a distance of 767.02 feet to a 5/8 -inch "KHA" capped iron rod set for corner, THENCE North 89'33'02" East, a distance of 606.14 feet .to a 5/8 -inch "KHA" capped iron rod set for he beginning of a curve to the right; THENCE in a southeasterly direction along the arc of said curve through a central angle of 3632'09", having a radius of 994.00 feet for an arc length of 639.63 feet and a chord which bears South 71'43'53" East, a chord distance 628.65 to a 5/8 -Inch "KHA" capped iron rod set for the end of sold curve; THENCE South 5317'48" East, a distance of 41.67 feet to a 5/8 -inch "KHA" capped Iron rod set for the beginning of a curve to the left; THENCE in a southeasterly direction along the arc of saidcurve through a central angle of 26'52'49", having a radius of 1100.00 feet for an are length of 516.07 feet and a chord which bears South 66'44'13" East, a chord distance of 511.35 feet to a 5/8 - inch "KHA" capped iron rod set for the end of said curve; THENCE South 8090'38' East, a distance of 74.60 feet to the POINT OF BEGINNING and containing 111.513 acres of land. 4. COA - Control of Access is shown to affect lots at the intersection of Vaquero Club Drive with Post Oak Place. 5. EUE - 10' Electric Utility Easement (TYP.) 6. COMMON AREAS Lots 33, 35, and 38 along Precinct Line Road and Dove Road are for public trail and public access, as required by PD 3-1. 7. As shown on Panel 180 of 595 (Map No. 48439CO180 H; August 2, 1995) Flood Insurance Rate Map, Tarrant County, Texas, no portion of the subject tract is designated within Zone A or AE of the 100 -year flood plain. 8. All internal road rights-of-way (private streets) and designated Private Open Space will be conveyed to a designated Property Owners Association. 9. A 10' Drainage and Utility Easement Is hereby shown and dedicated adjoining all Interior ROW's. 10. AIH exterior boundary comers are 5/8 -inch 'KHA" capped iron rod set, unless otherwise noted. NOW, THEREFORE, KNOWN ALL MEN BY THESE PRESENTS THAT, WB Texas Resort Communities. LP., a Delaware United Partnership, acting heroin by and through their duly authorized officers. do hereby adopt this plat denigrating the herein above described property as VAQUERO PHASE 2 RESDEN1M . ADDITION, an addition to the Town of Westlake, Texas, and do hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streetsd allryrys are dedicated for street purposes. The Easements and public use areas, as shown, are coniacted.�far the public use forever. for the purposes indicated an this plat. No buildings, fences, trees. shrubs. or other improvements or growths shall be constructed or placed pan, over ora the Easements as shown, except that landscape improvements may be placed in Landscape Easements If approved by the Town of Westlake. In addition. Utility Easements may also bel used for the mutual use and occommodation of all public utilities desiring to use or doing the some unless the easement limits the sok do use to earticular utilities, se by public utilities being bordinate W the Public's a d Town of Westlakes use Reveal. The Town of Westlake and public Mility entities shall have the raid to remove and keep removed all or parts of any buildings, fences, tress, shrubs or other improvements or growths which may in arty way endanger or interfere with the construction, maintenance, or efficiency of their respective systema in said Easements. The Town of Womake and public utility ordities shall at oil Umes have the full right of Ingress and Egress to or from their respective easements for the purpose of c constructing, reconstructing, Inspecting, patrolling, maintaining, reading meters, act coding to or removing all or ports of their respective systems without the necessity at any time procuring permission from anyone. A conveyance plot 6 a record of property approved by the Town for the purpose of note o conveyance In Its entirely or interests thereon defined. No certification of Occupancy shall be issued nor perms=M public utility, service provided until a final plat is approved• filed of record and Public improvements accepted in accordance with the Provisions of no Subdivision Ordinance of the Town of Westlake. Selling a portion of this property by metes and bounds, except as shown on an approved, fled and accepted conveyance plat, final plat, or replat is a violation of the Town Ordinance and State law. This plot approved subject to all platting ordinance, miss, regulations, and resolution$ of the Town of Westlake, Tex=. WITNESS, my hand, this theday of , 2001. BY: STATE OF TEXAS COUNTY OF TARRANT BEFORE ME. the undersigned Authority. A Notary Public in and for mid county and wool, an this day personally appeal known M ml to be the person whom name is subscribed to the foregoing Instrument and acknowledged to me that he executed the same for the purpose and considemUlm thereof expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS DAY OF , 2001. NOTARY PUBLIC in and for Use STATE OF TEXAS STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public. an this day personally appeared John Wcak, known to me to be the person whose name 6 subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and considerations therein expressed and In the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2001. Notary Public of Texas KNOW ALL MEN BY THESE PRESENTS I, Paul Hubert, a Registered Professional Land Surveyor in the State of Texas• do hereby certify that I haze premed this plat frown an actual an the ground survey of the land, and that the toner monuments= shown therewere properly placed under my personal supervision in accordance with Platting Rules antl Regulations of the qty Plan commission of the Town of Westlake. Tarrant County, Texas N94Y:BStrky� APPROVED this _ day of 2001 by the Board of Aldermen of the Town of Westlake, Texas. Mayor Town Secretary or Town of Westlake, Texas Town of Westlake. Texas STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority. a Notary Public, an this day personally appeared known to me to be the person whose name is subscribed to the foregoing Mstruments. and acknowledged to me that he executed the came for the purpose and canskemli=s therein expressed odd in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 200E STATE OF TEXAS COUNTY OF TARRANT BEFORE ME the undersigned authority, a Notary Public. on this day personally appeared Mown to me to be the person whose name is subscribed to the foregoing instruments, and atlmowletlged to me that he executed the same far the purpose and considerations thereon expressed and In the capacity Merton staled. RIVEN UNDER MY HAND AND SEN. OF OFFICE this day of zoos. LINE TABLE CURVE TABLE LINE LENGTH BEARING L1 ]0.52 N84V224"W L2 110.70 N67 -38'45"W 0 105.43 N70.52'15"W L4 12504 N82'42'42"W L5 132.26 S81'37'2YW L6 60.00 S7216'28"W L7 205.99 N79'58'IrW LB 76.54 1417'40'S1"W L9 84.57 N14'46'S7W LID 78.51 N1319 % LII 43.81 14485741o"E L12 44.17 S41`02 -50"E L13 51.89 516'53'20"W STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Public. an this day personally appeared John Wcak, known to me to be the person whose name 6 subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and considerations therein expressed and In the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2001. Notary Public of Texas KNOW ALL MEN BY THESE PRESENTS I, Paul Hubert, a Registered Professional Land Surveyor in the State of Texas• do hereby certify that I haze premed this plat frown an actual an the ground survey of the land, and that the toner monuments= shown therewere properly placed under my personal supervision in accordance with Platting Rules antl Regulations of the qty Plan commission of the Town of Westlake. Tarrant County, Texas N94Y:BStrky� APPROVED this _ day of 2001 by the Board of Aldermen of the Town of Westlake, Texas. Mayor Town Secretary or Town of Westlake, Texas Town of Westlake. Texas STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority. a Notary Public, an this day personally appeared known to me to be the person whose name is subscribed to the foregoing Mstruments. and acknowledged to me that he executed the came for the purpose and canskemli=s therein expressed odd in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 200E STATE OF TEXAS COUNTY OF TARRANT BEFORE ME the undersigned authority, a Notary Public. on this day personally appeared Mown to me to be the person whose name is subscribed to the foregoing instruments, and atlmowletlged to me that he executed the same far the purpose and considerations thereon expressed and In the capacity Merton staled. RIVEN UNDER MY HAND AND SEN. OF OFFICE this day of zoos. OWNER: WB TEXAS RESORT COMMUNITIES, LP. 2001 HWY 114 SUITE 100 TROPHY CLUB, M. 76262 - GONTACT: STEPHEN E YETIS 817/430-8600 CAB. - - PG. otary Public of Texas aye TITaPHY CLUB r a n. WESTLAKE Nye b how yyy s So q€� xr.s. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS ❑Krnley-Horn and Associates, Inc. 12700 Pork Central Drive. Suite 1800 Dallas. Texas 75251 DATE: MAY, 2001 JOB NO. OB346&XM/G50o Tel. No. (972) 770-1300 Fox No (972)239-3820 SHEET 3 OF 3 CURVE TABLE CURVE DELTA I LENGTH I RADIUS BEARING I CHORD Cl 31.41,33" 221.26 1 40D.00 S611Y59"W 218.45 C2 3' 343.07 I 380.00 S2 4'32"W 331.54 G3 33.84 416AI N74'OB'43-E 33.83 C4 Cc 436.76 445.00 N 419.44 '4 ' 7" 168.84 575.00 N17-37.1 168.24 CB 167.32 475.00 "W 166.45 C7 8600 5D.00 N85 -33.57"W 7/.08 GB 43.76 50.00 N861 ' "W 4235 C9 06'44'36" 37.37 317.50 50813'35"W 37.35 CIO 0853'24" 98.53 635.00 R1 6 49"W 98.43 OWNER: WB TEXAS RESORT COMMUNITIES, LP. 2001 HWY 114 SUITE 100 TROPHY CLUB, M. 76262 - GONTACT: STEPHEN E YETIS 817/430-8600 CAB. - - PG. otary Public of Texas aye TITaPHY CLUB r a n. WESTLAKE Nye b how yyy s So q€� xr.s. FINAL PLAT VAQUERO PHASE 2 RESIDENTIAL ADDITION SITUATED IN THE LEROY BOGGESS SURVEY, ABSTRACT NO. 196 (18.7 AC.) MEMUCAN HUNT SURVEY, ABSTRACT NO. 756 (92.8 AC.) TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS ❑Krnley-Horn and Associates, Inc. 12700 Pork Central Drive. Suite 1800 Dallas. Texas 75251 DATE: MAY, 2001 JOB NO. OB346&XM/G50o Tel. No. (972) 770-1300 Fox No (972)239-3820 SHEET 3 OF 3