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SL3471AEASEMENT LINE TABLE =As 0 100 200 GRAPHIC SCALE vv�� 0 Ovoomm m nnnn zap'--' 17 \\al N G Z3'S ."' =O MOD cw ao n 40 W s� m..... w7 cs r ^t m :AN S-Qa 3) s •o rrr- n W a N r o 1 a r� Gins W mmN Z I. < n r rn z PD-12 S1111 t •>e' NOT PLATTED Crow -Billingsley McKomy Rood, LTD. Volume 1867, Page 700 D. R. D. C. T. NOT PLATTED Crow -Billingsley Berkeley, LTD. Volume 1791, Page 129 D. R. D. C. T. Nate: Minimum finished floor elevations for the habitable structures shot] be a minimum of 3' above the maximum loke water surface elevations (629.50). ��€tghmstks__ U,S.G.S. 1-1035 IN WEST R.O.W. OF RAILROAD 1000' t NORTH OF F.M. 544 (PARKER ROAD) Elevation : 586.43 60 d NAIL IN P/P NORTH R.O.W. OF F.M. 544 (PARKER ROAD) & 435' t EAST OF CL PLANO PARKWAY Elevation : 579.94 City of Plano ---- __._ City Limit Line McKamy Trail (Existing 30' R.O.W.) X /rI{ lac x i r�. FtEAi� ... S 86 44'07 S 03.15'52" IN E o zu 1�, ar ftrc_.._. 30.00' 35 00' E .-_ . _...._ ,. ... _. (/ f 4t uC Sri ni \ + v C 'R$ I ,. -- - _ S 86'44'07" E ..__ 80.00 >ia " i >, f- 30.00' i I S 86 44'07" 454 00' 3 U, ss°- / 1 ec to ,n.f ro)W ✓ O 1°w i1` ��.� x<� eY.S,p x W�dO x lam. �•! .ID N 28*15'53 E 171.96' ✓, 1 t? oix �r IM I t � E Ct- p 250.00' N 89'10'25 E > LOT 1, BLOCK �" 24.358 ACRES I' .s ol-! ' rD Id o \� EE rs / edn ats e CJ/ i 3xo I1 e) t 1oa i o zir ! r f � .1 s..aci+ i t o u 11 onto f cr i pvs�ie"m.fd �I I mil 3Y , I YM E )4 2) I »'p n ses xe !� r 1f erns'* O Di Yf.S'x ie9 Lt b9 06 (� 7 t40"f 2> it ,r o I .- "�.. y, tcT:` )xi-- 01 !! )ON 1 F t i t M I! �5 ids StbK w� ba �a• r.�" Eft �i/ att .e 2l>U' ` +; 5<9 V. ` d'ti t'" __ a V` ; r.?.w _. �..s.es:e_t E.txer cl4 ve 1I (ll k. 8 95 -t z trin-:. t ' o }o :- nesrat ..) a "4 s t' ro, ri :iw,": -�P P I •, sos ! ry c o 1 ' vrpt¢r Y' d m )n s. 101l I S5 T `i rs °s S47 {2 \ ! 1 S � YS 5 f 1 en .. +�1t t » > t .. a . i 1 - vo aw smrtn°'., a>^9 s ! 1 2uv ) ser-s ., trr yt n Rot 1, ! - 11'" ' ' t._d ow. a 1 �I w'» s E rE31'{. p �i vtf. 'io°C w;<ds s'iE, e0 / k ©J z'oPo's r. r", Rio Y ix et�sr Y x a'' c ! w s7 - - 88817' it "n S 89'10 25 W Windhaven Parkway A=00'43'07" (Existing) R=1440.00' - (120' R.O.W.) L=18.06' T=9.03' loci > I NOT PLATTED PD-12 vCrow-Billingsley Berkeley, LTD. la I Volume 1791, Page 129 D.R.D.C.T. f (Ci R v!IeDuiN (� S W. C• *'�.� vs r 1 sCA G ' City of The Colony PD-12 NOT PLATTED Crow -Billingsley McKamy Rood, LTD. Volume 1867, Page 700 D.R.D.C.T. NUMBER DIRECTION DISTANCE Ll N 00'30'15" W 18.58, L2 N 45'30'15" W 37,85' L3 S 88-53'09" W 81.35' L4 S 73'53'09" W 34.61' L5 S 16'06'51" E 15.00' L6 N 7353'09" E 34.61' L7 S 03-15.55" W 47.50' L8 S 03-15'55' W 7.50' L9 S 86'44'07' E 83.64' L10 N 88-53'09" E 81,35' Ltt N 89'29'45" E 65.68' L12 S 89'29"45" W 40.39' L13 N 00'30'15" E 34.78 L14 _ S 89-2945" W 10.00' L15 S 00,30,15" W 34,78 L16 N 00'30'15" E 34.42 L17 S 89'29'45" W 10,00' L18 S 00'30'15' W 34.42 L19 S 03'42'11' E 26.63' L20 S 51'44'07" E 34.89' L21 S 45'30'15" E 37.85' L22 S 00-30'15" E 24.71' L23 S 0315'53" W 55.00' L24 N 03't5'S5" E 55.00' J EASEMENT CURVE DATA TABLE NUMBER A= R=' L=' CB= LC=' T=' Ct 16'33'22" 77.50 22.39 N 82'50'10" W 22.32 11.28 C2 14'59'60" 207.50 54.32 S 81'23'09" W 54.17 27.32 C3 14'59'60" 192.50 50.40 N 81'23'09" E 50.25 25.34 C4 20'41'31" 62.50 22.57 N 80'46'06" W 22.45 11.41 C5 10*46'30" 192.50 36.20 S 55'35'25" E 36.15 18.15 C6 20'26'36" 207.50 74.04' S 72'18'36" E 73.64 37.42 s f5% i stow, _ _ r s t(g��'fMt'(R SAir NOTE: E -10'x10' TXU ELECTRICAL TRANSFORMER EASEMENT THE CL OF 5' TXU ELECTRICAL EASEMENT IS GOING THROUGH ELECTRICAL TRANSFORMER EASEMENT.I. W c1n=wTo M Map GENERAL NOTES A. "Sidewalks (which ore required in ail residential districts and whenever pedestrian traffic may be generated) shall be constructed in accordance with the City of The Colon/s specifications. The developer will construct sidewalks along the rear and side of lots that obut thoroughfares or which obut perimeter streets, or where on alley is adjacent to o thoroughfare. Certificates of Occupancy will not be issued until such requirements hove been met." B. "Selling off o portion of this addition by metes and bounds description, without o replot being approved by the City of The Colony, is a violation of city ordinance and state low and is subject to fines one withholding of utilities and building permits. C. The sidewalk located 40.5' from the north right-of-woy line of Windhoven Parkway shall be located within a 5' pedestrian access easement dedicated to the City, but all maintenance shall be the responsibility of the landowner. This easement shall connect with adjacent pedestrian easements for a minimum of three blocks. Property i n 1 in 10 - ar flood lain or is on identified "flood D. The rope ty s of located a 0 ye o p prone area". as defined by the U.S. Deportment of Housing and Urban Development, pursuant to the Flood Disaster Protection Act of 1973, as amended, as reflected by Flood Insurance Rate Mop 48121CO586 E doted April 2, 1997 which map panel covers the area in which the Property is situated, and UTILITY CERTIFICATE "THIS PLAT CORRECTLY PRESENTS THE REQUIRED EASEMENTS FOR THIS DEVELOPMENT." ,�yJ �� COSERV ELECTRIC /// yXyt=C�. TXU ELECTRIC TXU GAS SOUTHWESTERN BELL TO CABLEVISION "On Attest-._• t...: City Secretary 19_l_•L. this plat was duly "Colony. F04ALr HAT OF PARKS OF AUSTIN RANCH LOT L BLOCK A J (� n✓}j p) R LOT LOCATED OIL 24358 ACC OF LAND IN THE LB. M&RTIN ABSTRACT 827 CITY OF THE COLONY DENTON COUNTY, TEXAS SPM=-. 10P 2 OWNIM.. FWARM W. TkF_ EBgs'„£zS.�ti s,;�.y' OF AUFFR`4 PANCri NO L LTA, s`ROCi(8'"'"8•DA DM141M RHIC. 2200 ROGS AJ I§RJ£, Silk 4800 ;> 'e 4I44 RIOK "S CENTPAL 0''PR&W +AY OACAIZ, :cOAS 75201 E,ki shS. U00 75234 T'a..3.,Lid OVE_ (214) 754�-1700 {2I4) EX4 z 7 t40VEPJ R, 2000 RoQ0205W) RBai,Tr 1a:(1)/CL11 R,4ao805'7, R801-7, Tt- ►c (►)%att . Got , so9 , co3 sc34-1114 OWNER'S CERTIFICATE STATE OF TEXAS () COUNTY OF DENTON () BEING a tract of land containing 24.358 acres situated in the J. B. Martin Survey, Abstract No. 827, in the City of The Colony, Denton County, Texas, also being all of that certain 2.733 acre tract conveyed to THE RESIDENCES OF AUSTIN RANCH NO. 1, LTD., by Special Warranty Deed recorded under County Clerk's File No. 99-R0032818, and all of that certain 21.625 acre tract conveyed to said THE RESIDENCES OF AUSTIN RANCH NO. 1, LTD., by Special Warranty Deed recorded under County Clerk's File No. 99-R0032819, said 24.358 acres being more particularly described as follows: BEGINNING at a 5/8" iron rod setfor corner at the intersection of the north line of Windhoven Parkway (120' R.O.W.) with the proposed west line of Saintsbury Drive (60' R.O.W.) at the beginning of a curve to the right which has a central angle of 00'43'07", a radius of 1440.00 feet, and a chord which bears S88'48'52"W - 18.06 feet; THENCE along the curving north line of said Windhaven Parkway, an arc distance of 18.06 feet to a 5/8" iron rod set for corner at the end of said curve; THENCE S89'10'25"W continuing along the said north line of Windhaven Parkway, a distance of 888.17 feet to a 5/8" iron rod set for corner; THENCE N00'49'35"W departing the said north line of Windhaven Parkway, a distance of 832.00 feet to a 5/8" iron rod set for corner; THENCE N89'10'25"E a distance of 250.00 feet to a 5/8" iron rod set for corner; THENCE N05'49'35"W a distance of 159.06 feet to a 5/8" iron rod set for corner; THENCE N28'15'53"E a distance of 171.96 feet to a 5/8" iron rod set for corner; THENCE NO3'15'52"E a distance of 211.43 feet to a 5/8" iron rod set for corner in the south line of that certain 240' wide T.U. Electric easement recorded in Volume 530, Page 539 and in Volume 2928, Page 510 Deed Records, Denton County, Texas; THENCE S86'44'07"E along south line of said T.U. Electric easement, a distance of 80.00 feet to a 5/8" iron rod set for corner; THENCE NO3'15'52"E departing the south line of said T.U. Electric easement, a distance of 30.00 feet to 5/8" iron rod set for corner; THENCE S86'44'07"E a distance of 35.00 feet to a 5/8" iron rod set for corner; THENCE S03'15'52"W a distance of 30.00 feet to a 5/8" iron rod set for corner in the south line of said T.U. Electric Easement; THENCE S8644'07"E along south line of said T.U. Electric easement, a distance of 454.00 feet to a 5/8" iron rod set for corner; THENCE S00'33'36"E departing the south line of said T.U. Electric easement, a distance of 282.61 feet to a 5/8" iron rod set for corner; THENCE S01'06'51"E a distance of 1028.30 feet to the POINT OF BEGINNING and containing 1,061,012 square feet or 24.358 acres of land, more or less. 0 0 m m < t7 rrm m r nnnn zz. Z 3 -5 r O 2—10V c m a.v D Za. . -e a a .••at er D rt � 7 c m.....ro xe WV zM r N —+z D @A v N m i ro B rr"—YS 2 m -4 ® xQ @ar@ t-) B@@u) C NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That the Residences of Austin Ranch No. 1, Ltd. through the under signed authority, does hereby adopt this plat designation the herein above described property as (Parks of Austin Ranch), on addition to the City of the Colony, Texas, and does hereby dedicate in fee simple to the public use forever the streets and alleys shown hereon; and does hereby dedicate the easements show on the plat for mutual use and accommodation of all public utilities desiring to use, or using some, said dedications being free and clear of all liens and encumbrances, except as shown herein. The Residences of Austin Ranch No. 1, Ltd. does hereby bind itself, its successors and assigns to forever warrant and defend all and singular the above described streets, alleys, easements and rights unto the public against every person whomsoever lawfully claiming or to claim the some or any part thereof. No buildings, fences, trees, shrubs, or other improvements on said plot. Any public utility shall hove the right to remove and keep removed oil or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements, and any public utility shall at all times have the right of ingress and egress to and from and upon any of said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing oil or port of its respective system without the necessity at any time of procuring the permission of anyone. WITNESS MY HAND THIS _3�-- - DAY OF �"_ -----, 20.952-. The R sidence of Austin Ranch No. 1, Ltd. By. B In eral Partner Mack W. Dennis Senior Vice President Signature of Lien old Printed Name of Lien Holder STATE OF TEXAS () COUNTY OF DALLAS () BEFORE ME, the undersigned authority, a Notary Public in and for the said County and State, on this day personally appeared Mack W. Dennis, Sr. Vice Pres. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purpose and consideration therein expressed andin the capacity therein stated. GIVEN N D_ _ ER MY HAND AND SEAL OF OFFICE, this the - -�tO__--day of 2000.f' t w -Notary Public in and r the S to of Texas ,auu„ g0y""•�'6ae�; KATHERINE HOUGH =�` c Notary Public, State of Teas •',^MyOommisslonExplros07.3t•04 STATE OF () COUNTY OF 0 BEFORE ME, the undersigned authority, a Notary Pu Q,c in ppnd fqqr the sa'd County and State, on this day personally appeared 4L3- Cb.'OC� 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 therein expressed and in the capacity therein stated. ` IVEN UNDER MY HAND AND SEAL OF OFFICE, this the LPL -----day of ---, 2000. _ Notary Public in and for the State i 081 D. PRECIADO Notary P4 io Davidson County Stateof$ My Commission Expires 3.71- O NCR. PIBURN. a� 3689 s THIS is to certify that I, John R. Piburn, Jr., a Registered Professional Land Surveyor of the State of Texas,. have platted the above subdivision from an actual surveyn Vhl u anall lot corners, angle points, and points p'f curvee p per m ked on the ground, and ohot this plot co r ectly repth ,t` s v y rp'ade by me. STATE OF TEXAS ()) COUNTY OF DALLAS (( Texas R.P.L.S. a 3689 BEFORE ME, the undersigned authority, a Notary Public in and for the said County and State, on this day personally appeared John R. Piburn, Jr. 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 therein expressed and in the capacity therein stated. f--k UNDER MY HAND AND SEAL OF OFFICE, this the -'------day of C�Et�1D �3 --- 2000. &'"`�:: ANNEfTEBATES "' "= MY CON,MISSION IXPIRES ___ 1-- =•. : a May 19, 2001 - `��==----------------------- `�:«2.`•;` Notary Public in and for the State of Texas FWAIL PLAT OF PARKS OF AUSTIN RANCH ADDITION LOT 1, BLOCK A 1 LOT LOCATED ON 24ACRES S OF LAND IN THE IiI J.B. MARTIN ABSTRACT CITY OFF THE COLONY [IPENTON COUNTY, TEXAS SHES72OF2 OAS. PREPARED BY' 'f icWMLD H1C23 OF AUS's'{1N RANCH 140 & i 71 D "s':iOu..'6Cn"M-DAM, / O eP'hKZ `ilNC. 22W ROM h"ireNUE, 307E 4wo Vwr 4144 11,TCR H C."'z" ri-R& EeRM0MAY CA„.:9:Itru, = 'A2 7520£ SJsTE llOJ T'^L.inX'tzORiE (214) 754-1700 d. -. Z T'F..RfAZ 75204 (214) 924-;%7 FTv�Fvts^�, 2IXh1 (C 3 "M W, WINDHAVEN PARKWAY POB L1 N 891625' E 97115' V. A �l � I I 111� si, ii y 3 12 i'T or C,%C,nem oJCf L ca44 0 - Zi� L 0 0 zW i359 Bloc B Lot 1 5, - �01 4-i-, lc e `3W 2.522/Acres T, iBlock B 4. 874 Acres 0 Ve 1004 i I EB Z10 NT�BIJRY DRIVE < 1c, oncor il,� w 10 Ooco, '34. Y A.. n _._ ._.� ,\ \ t . .t t T U.d!ty �f;_.._+ ._.._ 1_ r Y'Uuiry wt 0 15, Ut;My V o asement 89*10'26* E 276. V) I oncor 174' riscm�,t , , ; I ER 6 60, Rlw 0 75 STREET < 4- �'4 1.11 S MN U 21 TAY� 1 '! t315�1, L i-rnr N 89`1�0'2e. W 566.24' V S TANCEW )i, .A R A I Q ,; NG7), ;3E ARNG i Q C, mo 2050a") 068. 101"". N 22%38 !,9 W �Ii, 315 Pr 19,23,0i, 112,!,00' 3I 8,16' cl!� I 6 20 � 500 V 140, 649 C W i 1-k 511 32' F C4 619 !0,5 25,58,23- i i 09 628' 950, 50,S0115' N 15 U�mt, C 04 11*49 44* i 1/,. 828 116 i,26' 1.5,13 04, W ? 31 W2 Lot 2 cosetrent :Oa19(1163� 124 828 i89_iM, V", N 59',,"04 4 y73 424' Z3 C - 106 04*2,5 2,," i 709 8r8 2 81" WT 66,30"32' N 8�� 019' Block B >J 503"W _�i, J 5/8 "IRF I 11.788 Acres q av DE.:'A Z AN(;t N WARN(, c+nu, \ ('��'" �.i t0 c _500 9*311'0212 10 000 21116' n 32 9/8 N 81'4,3 46 W 430 89i C 3011 01. IA 25, ii 828' 4/ 807 W, I'll. N 43*28 W W 95 ) 14' 1!2i 828' '2 -1-2 C 3102 OP33,56, 4 i3l 11 2 6 N 26 C 03,19 35 C.4 8151 C,4 1,90 N 51*,39'�?' W, f, 1. 1, W2 , 2 � - 02'55�,6 1120 818' 301 28 5 1 086 1'20" W S,' 081' ,124 8j0 282' 18' N, 17 1 4 9 M 0 ' 10'W I 3 4 E,"' 8' 71 1i), S' 142 i9l, N 56'5508 W !42 '07' V) E POB 828 19 924' 39 ��1111' N 62'(Will, 5/8 !w C �11,18 0200,04- 1200, 69,842' OW, 20 958, 4� ��( Lot 4 0� ', tijw ,, I". UJ Block B > 2.256 Acres QnS_Q, tc t j- _m_�, 'oo!Q 'i ___ Y - 1 ANGPN I i'a AWN(; M-1 i1i T300 1 19,448' �M, 'i 20,100 i,5 2 24 53a Tf N 89-10 26t F 601,51 Ob N 00*49'34 'N 61,12 T30 S 20.000' S 14'05 CO- t 32 6,44 309 N 00'49'34++ 3i, 124' 00'49'34 19,900 004954 E 6,000' 1312 N 89'10'26' U 20 000' 1313 S 00'49 34" F 15 010 0' T314 N 89'10 26' E 171,672 T "I 5 5 W!0*26" W 10 11110 0 T31 6 S 89-101,26, W 162 !36, 22'34'33- F 9J 452 T318 S 22'34'33' F 90 452' i'iiii S 00'4C,'.34 ' E 2u 000 WO S 00'49 34" i 20 0010 1.521 89*10*26" W 212,098 T,322 S 89*10,26, V; 10000' 1323 N 10'4934 W 20 Wl0' r324 S 89'1026' W 26 739' f325 N 89,1025, f, 98 380* �326 N 89'! 0 2,1,' E 110 ! 79' � 327 S 00*49'35' E io=G' r328 S 00*49,35, L 10,000, r1329 N 89'10'25' E 30 M T330 N 89-10�2�- f 109,9�92' , 131 N 89*10,215" E 41053' r;532 N 89*i025' F 89,861, 1333 N 89*10'25" E 40000 S 00'49435' C 150,232 '335 N 89'10'21 E 217,589' 7336 S 00*49'35" E 123,232' T337 N 89'10'25' F 304,214' T338 N 455035" W 65.040* T339 N 45'50'35" W 60 904' T340 S 89*09*21 W 2 929' T34! 11 00*S005' L 14,000' 1342 -1 00,S035- F 20 29 /' f343 S 89'10*26' 'N 20000, T344 S 89'10'26" 'N 138 724' T345 S 89,10,26" w 122,135' T346 S 00'4935" E 17 000' T347 S 24'03*58" C 124.354' T348 S 24'03'58' E 115,709* 1649 N 819*57',54" F� 80740' T350 N 89f)7'34" E 85,614' T351 N 67%il'20- vl 60 703' U52 N 6731*20" W 52134, T353 S 00'49'34" C 19.277* 1354 S 00'49'34" E 12,2411 T355 S 89'10'26' W 10.006 1356 S 00'49'34" F 5,000' T357 S 00'49'34" E 5,000' TA%(',NT 0e ARNG ENG ii, 1,5d8 S 00'44%34' 000 89i0,26_ k 46 M." N 89'10*26* i46 292' 76 N 69 10 26- L 0 OW, r,362 S 00*49'34_ i d 4i9 !363 S 00*49,34- r , 00? T,564 89'10,'26 F 2�'131 T36 N 89'26' E 21 y73 U66 N 44'M,'26' 63 136-11 N 114,1 C 2 6, 39 3 / 5' '4% 00'4934 W 6 2: 6 3 364 N 00'49 54 W 68,492, 370 N 89'10'2T L 81 .185* �171 S 89'1026' W 2011,W6 672 S 89,i026- W 184 016' T373 F 00049%3!5' E 378 104 r374 S 00,49,35, E 5a8.104 137) N 89'1421 * C 374 606, ',376 N 8914. 5 414 5f,8* i3l/ W 2i096' 1378 % 0,000' i�179 W 9 ()44' T380 W '57 405 �381 N 2 7'46'M" W 13 952* TIM % 27*46 28' W 66,726' T383 1; 00,46,39, E 2,000' T384 S 89'14'21' W 24 756 1,1585 S 89"14'21 1.1; 28898 1386 S 4;i45'39' F, 14,940 T,587 S 45'4539' 1- 6,Cb6 T388 N 89'1 4'21 9.714' 1389 S 29'00'52" W bl 333' T3190 S 29100t52" w 54.396' 1391 N 00111W35- W 264112' 1392 N 00'4935' W 280.640' T394 N 00'45'39' W 24,412' T395 N 00'45'39' N 31 .212' 1396 N 00'45'39- W 5 NO' 1391 N 89'14'2,1 ' E 25.i23' T398 N 533548t W 10X00, r399 N 36'24 12' E 14.000* T �400 N 36424*12' F 28,092' T401 N 36'24'12" C 14,0100, T402 N 60'45'40" W 10,000' 1403 N 2914'20' E 15,000' 7404 N 2914'20" E I beou, T4()5 N 25'43'37" E 41 '361' T406 N 25'43'37' E 41,095' f407 % 64'16'23' W 87.707 T4()8 N 64'16'2,3' W 81�551' 1409 N 16'40'37' E 29,006' T410 N 16'40'37' E 32.138 T411 N 12,5.345' T412 N 124,024' T41 3 N 8913'04' E 20.000' 1414 , 00'46*56" E 19,572' T415 ', 00*46'56" 2,404' -416 N 786456" F 21,60' 1417 N 11'53'04" W 30,00' T418 S 78,6,56, W 21,44' 4"9 (K AMN0nN T HEARING qN3,-w N 14403" C 1N 74003- , U) 29*41'03 32941' 1M02 N )W3Q 443 1 N 89,10,26i0lN i 220,356,t. i_. ,_ h W - yv < i r I W11 N 89*10'26' 11, NCF N T f3E ARNr E N(iPH e 8910 26' L '50100 00,49 3!,' i 60.001 ; I �: 6. N 150 280 1c N 0,()'49'34 V� 4Seln Grit T108 �N 0049 1, .. W 1 �,56' i ri�,q S 89'io'251 W I �,4 416 P T 109 S 00'49'�"' 16s 124' Tlco N 00'49'3�5" W F3 166, F> 1i T11() N 891026'4 !1r,1 S 78204 W N 139*10'?6' J 8910*25" w I S 00'4934' 31 46" 11�C3 N 00'49.5�_ �t 16670 6 670' 11114 S 00'49*35 L 161670' S 00*49*j4, 322 2b� 3 it 14 004934 L 92 072 T 16'� S 8910 25' 'A' 408 97t,' S),,3 4171A Cot SO-1 5/8"p� T1 15 N �OA55' i i T166 N 89'!0*2!,' E I � 000' T I i6 N 89'tO'26' E, 1,000 I N 89'102" !83 403 711-11 S 0049 34" 210/8' i�6� �N 00*49'��_ W 142' R2qqqze 4o e;Z 7.4 ZT.B. M 0 '118 S QIG'49',34 E 2.978 T169 S Z�9'10'25 W 67,M�,' 1 1I1�190 % 89,1026, L 228,074.5 �! 11 S 004q'34 F13 48W5, R.7_1tC S 89'5rll' W 17&37 N 89*1026, c 855T/0019'34' W 353, 7cLqV7 TR T1 21 N 22',5103' N /4 �15' i 11/2 N 89,10,25" r :,5 676' T122 N 22*�433' W 81.2,22' i 173 S 00*49'�5' f 1,142 AOS-77,4 r123 N 891 O'�!, F ' 5000' T1 /4 N 89'1Q2.5` E i 5 000, TQ4 N 89'10'25" L 21 b 16 T175 N 8910'25" E 64.489 "Mgt- 7-A /�3, 6;2 9 19el"_ 1125 S 00493b" t 37,48• T17r� S 00M35' E i5 000' 126 00,49,3S, r 57 484* 1 F177 89*50'25' W I i, 3b I' q2 q 71 0 0 T:L7 A 7_6 - IW,4 'e r' '127 N 89*10 25 1 T1 28 N 89*10*25" E T129 N 89*1025" E T 130 S 004935 i T131 ' 00'49'35" f, T132 N 664025' F T! 33 N 66*A025_ E 1134 S 8957%54" W T1 35 S 89'10'26' W T136 S 00,100,11" W T131 S 00'W'l 7' W ,138 S 89'10'26' W T1 39 N 89,10,26- L 1140 N 00'49'34' W Ti 41 N 00*49'34'' W T142 S 00'49'34" E T1 4 3 S 89'10'26" W T144 S 89'10'26" W T! 45 �1 S 24'03'58" E 46 N 00'4934' W T14/ S 24*03'58" E T148 S 2012'34' F, T149 N 89*10'26" C T1 50 N 89'10'26' E Tlill S 46133,58" r T1 52 N 89,10,26' F 1153 N 8910*26" E 1154 S 00'49'31." E T155 S 00'49'34" E '156 S 00*49'35" C 165.200' 218,945' 23 176* 26,058* b5.257' I 1,1'01V tSO.740' 81,857' 11 Y,PW 114,879' 1 7A88 115,000, 21,52 7' 21,527' 111.000' 69.212' 119.439' 141 (�6' 2�4,Z �' 13t).653' 43.C)51 122,172' 160,360* 18,831' 27,656' 15,000' 19,267' 19,2t; 7' 65,001, T 1 /8 S 891025 w 11, Y> 7 Ti/9 S 00'49'34' F 22,800' 1180 N 89'10'25 F, 32,f)00' T181 N 00,49,35" IN 23M0' T182 S 89*10*25' W 98 305' T183 S 004635" F, 8,000 T184 S 89*10,25, W 1,55,805 T185 S 0049'34* F 17,8564 T186 N 89'24`>9- E MOOD' T18/ N 00*35'01" W 25,093' T188 N 00,35,01" W 25.0084 T 189 N 00'4935' W 17,112' T190 5 00049'35' C i 7 112' T191 N 891025** E i 5 000* 1i92 N 8911025' ti 114 A 4 5' i193 S 8910'25' W 142,032' 1194 S 00'49'354' C N 89,10,25" E 73.647' N 75'18'56" W 14,850' -197 IN 75*18*56 W 16.8930 T198 N E 108.045,' T199 N 89'10*25' E 17.355' T200 S 00'49*35*' E 233.884' T201 S 00A9'35' E 346./034 f 202 S 00'49'35" C 91,233, T203 S 63'5505' C 15.000' T204 S 26'04'55' W 8.323 T205 S 26'04'55" W 8.3231 T206 S 49'41'07" E 150004 T207 N 40018'53' C, 15.676* 1208 N 40't8'53' E 15.632* i209 S 00'49434" E I . I I' ,210 N 00*4934" W tiff' I 00 A GRA'[H;•C S"Al 00 Vicinity Map STANDARD NOTES: "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance with the City of The Colon/s specifications. The developer will construct sidewalks along the rear and side of lots that obut thoroughfares or which abut perimeter streets, or where on alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met-" "Selling off a portion of this addition by metes and bounds description, without a replat being approved by the City of The Colony, is a violation f City � ordinance and State low and is subject to fines and withholding of utilities and building permits." S H E E T F I N A L PARKS RANCH 1 0 F 2 P L A T OF AUSTIN ADDITION LOTS 1, 2, 39 & 4, BLOCK B 4 LOTS ON 21.440 ACRES OF LAND situated in the JOHN B. MARTIN SURVEY ti ABSTRACT 82711 THE COLONY, DENTON COUNTY,' TEXAS Owner Crow -Billingsley Berkeley, Ltd The Residences of Austin Ranch No. 3, Ltd. 4100 International Pkwy., Suite 1100 Carrollton, Texas 75007 Telephone (972) 820-2200 .Engineer Surveyor Spiors Engineering, Inc. Surclukon Surveying, Inc. 730 E. Pork Blvd., Suite 210 5120 North Colony Blvd. Plano, Texas 75074 The Colony, Texas 75056 Telephone (972) 422-0077 Telephone (972) 625-0206 Scale 1"=100' July, 2003 t-tLea ror Necora in: DENTON COUNTY TX CYNTHiA MIT&ILLIL, COUNTY CLERK On Auto 20 2003 lit 10-65am Recei It 0: 51121 Recor;ing: 70.00 Doc/Not : 6.00 Doc/Nqu : 2003-RO136814 Dac/T Pe - PLA Deputy-Breana w B a M 0 0 0 C C, `T' z M 0 V IN OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, Crow --Billingsley Berkeley, Ltd. and The Residences of Austin Ranch No. 3, 'Ltd., are the owners of a certain tract or parcel of land situated in the John B. Martin Survey, Abstract No. 827, City of The Colony, Denton County, Texas, and being part of a tract of land described to Crow -Billingsley Berkeley, Ltd. and The Residences of Austin Ranch No. 3, Ltd. in deeds recorded in Vol. 2342, Pg. 42 and Denton County Clerk File Numbers 02-108898 and 02-108899, and being more particularly described as follows: Lot 1, Block B — Legal Description BEGINNING at a 5/8 inch iron rod found for corner at the intersection of the north Right of Way line of Windhaven Parkway (120' ROW) and the proposed west Right of Way line of West Arbor Hills Way (60' ROW) said iron rod also being South 82 degrees 38 minutes 49 seconds West a distance of 1056.76 feet from the southeast corner of Lot 1, Block A, Parks of Austin Ranch, according to the plat thereof recorded in Cabinet S, Page 400, Plat Records of Denton County, Texas, said iron rod also being at the beginning of a curve to the left with a chord bearing of South 19 degrees 27 minutes 56 seconds East a chord distance of 445.20 feet; THENCE along said curve to the left through a central angle of 20 degrees 11 minutes 22 seconds a radius of 1270.00 feet and an arc distance of 447.52 feet to a 1/2 inch iron rod set for corner; THENCE South 89 degrees 10 minutes 25 seconds West a distance of 566.24 feet to a 1/2 inch iron rod set for corner; THENCE North 00 degrees 49 minutes 34 seconds West a distance of 490.64 feet to a 1/2 inch iron rod set for corner in the south ROW line of Windhave Parkway, said iron rod being at the beginning of a curve to the left with a chord bearing of South 81 degrees 18 minutes 59 seconds East and a chord distance of 416.33 feet; THENCE along said curve to the left following the south ROW line of said Windhaven Parkway through a central angle of 19 degrees 01 minutes 08 seconds a radius distance of 1260.00 and an arc distance of 418.25 feet to a 5/8 inch iron rod found for corner; THENCE North 89 degrees 10 minutes 25 seconds East following the south ROW line of Windhaven Parkway a distance of 13.33 feet to the POINT OF BEGINNING and containing 212,320 square feet or 4.874 acres of land. Lots 2 & 3, Block B — Legal Description BEGINNING at a 5/8 inch iron rod found for corner at the intersection of the north Right of Way line of Windhaven Parkway (120' ROW) and the proposed west Right of Way line of Sointsbury Drive (60' ROW) said iron rod also being South 0 degrees 50 minutes 45 seconds East a distance of 120.01 feet from the southeast corner of Lot 1, Block A, Parks of Austin Ranch, according to the plat thereof recorded in Cabinet S, Page 400, Plot Records of Denton County, Texas; THENCE South 00 degrees 35 minutes 01 seconds East a distance of 100.57 feet to a 5/8 inch iron rod found for corner; THENCE South 89 degrees 24 minutes 59 seconds West a distance of 10.00 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the left with 0 chord bearing of South 44 degrees 24 minutes 59 seconds West a chord distance of 103.94 feet; THENCE along said curve to the left through a central angle of 90 degrees 00 minutes 00 seconds a radius of 73.50 feet and an arc distance of 115.45 feet to a 5/8 inch iron rod found for corner; THENCE South 00 degrees 35 minutes 01 seconds East a distance of 298.12 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the right with a chord bearing of South 7 degrees 52 minutes 14 seconds West a chord distance of 119.09 feet; THENCE along said curve to the right through a central angle of 16 degrees 54 minutes 30 seconds a radius distance of 405.00 feet and an arc distance of 119.52 feet to 0 5/8 inch iron rod found for corner at the point of reverse curve with a chord bearing of South 7 degrees 36 minutes 08 seconds West a chord distance of 141.03 feet; THENCE along said curve to the left through a central angle of 17 degrees 26 minutes 42 seconds a radius distance of 465.00 feet and an are distance of 141.58 feet to a 5/8 inch iron rod found for corner; THENCE South 1 degree 07 minutes 13 seconds East a distance of 226.81 feet to a 5/8 inch iron rod found for corner; THENCE South 52 degree 08 minutes 53 seconds West a distance of 23.92 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the right with a chord bearing of North 41 degrees 57 minutes 13 seconds West a chord distance of 1287.97 feet; THENCE along said curve to the right through a central angle of 64 degrees 18 minutes 40 seconds a radius distance of 1210.00 feet and on arc distance of 1358.15 feet to a 5/8 inch iron rod found for corner in the south ROW line of Windhaven Parkway, THENCE North 89 degrees 10 minutes 25 seconds East a distance of 971.15 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the left which chord bears North 88 degrees 50 minutes 2.9 seconds East a chord distance of 18.10 feet; THENCE along said curve to the left following the south ROW line of Windhaven Parkway through a central angle of 0 degrees 39 minutes 53 seconds a radius of 1560.00 feet and a arc distance of 18,10 feet to the POINT OF BEGINNING and containing 623,363 square feet or 14.310 acres of land. Lot 4, Block B — Legal Description BEGINNING at a 5/8 inch iron rod found for corner at the intersection of the north Right of Way line of proposed Sumner Drive and the proposed west Right of Way line of Saintsbury Drive East, said iron rod also being South 09 degrees 36 minutes 01 seconds East a distance of 548.39 feet from the southeast corner of Lot 1, Block A, Parks of Austin Ranch, according to the plat thereof recorded in Cabinet S, Page 400, Plat Records of Denton County, Texas; THENCE South 00 degrees 35 minutes 01 seconds East a distance of 50.59 feet to a 1/2 inch iron rod set for corner at the beginning of a curve to the left with a chord bearing of South 9 degrees 02 minutes 16 seconds East a chord distance of 136.73 feet; THENCE along said curve to the left through a central angle of 16 degrees 54 minutes 30 seconds a radius of 465.00 feet and on arc distance of 137.23 feet to a 1/2 inch iron rod set for corner at the beginning of a curve to the right with a chord bearing of South 8 degrees 46 minutes 10 seconds East a chord distance of 122.84 feet; THENCE along said curve to the right through a central angle of 17 degrees 26 minutes 42 seconds a radius distance of 405.00 feet and an arc distance of 123.31 feet to a 1/2 inch iron rod set for corner; THENCE South 00 degrees 02 minutes 49 seconds East a distance of 305.77 feet to a 1/2 inch iron rod set for corner; THENCE South 89 degrees 57 minutes 11 seconds West a distance of 178.37 feet to a 1/2 inch iron rod set for corner; THENCE North 01 degree 07 minutes 13 seconds West a distance of 304.10 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the right with a chord bearing of North 7 degrees 36 minutes 08 seconds East a chord distance of 122.84 feet; THENCE along said curve to the right through a central ongie of 17 degrees 26 minutes 42 seconds a radius distance of 405.00 feet and on arc distance of 123.31 feet to a 5/8 inch iron rod found for corner at the beginning of a curve to the left with a chord bearing of North 7 degrees 52 minnutes 14 seconds East and a chord distance of 136.73 feet; THENCE along said curve to the left through a central angle of 16 degrees 54 minutes 30 seconds a radius distance of 465.00 feet and a are distance of 137.23 feet to a 5/8 inch iron rod found for corner; THENCE North 00 degrees 35 minutes 01 seconds West a distance of 50.13 feet to a 5/8 inch iron rod found for corner; THENCE North 89 degrees 10 minutes 25 seconds East a distance of 108.89 feet to the POINT Of BEGINNING and containing 98,286 square feet or 2.256 acres of land. STATE OF TEXAS COUNTY OF DENTON NOW, THEREFORE, KNOW ALL MEN, BY THESE PRESENTS: That, Crow -Billingsley Berkeley, Ltd. and The Residences of Austin Ranch No. 3, Ltd., through the undersigned authority, does hereby adopt this plot designating the herein above described property as Lots 1, 2, 3, and 4, Block B, Parks of Austin Ranch Addition, an addition to the City of The Colony, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown hereon; and does hereby dedicate the easements shown on the plat for mutual use and accommodation of all public utilities desiring to use, or using some, said dedications being free and clear of all liens and encumbrances, except as shown herein. Crow -Billingsley Berkeley, Ltd. and The Residences of Austin Ranch No. 3, Ltd. does hereby bind itself, its successors and assigns to forever warrant and defend all and singular the above described streets, alleys, easements and rights unto the public against every person whomsoever lawfully claiming or to claim the some or any part therof. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plot. Any public utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements, and any public utility shall at all times have the right of ingress and egress to and from and upon any of said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or part of its respective system without the necessity, at any time, of procuring the permission of anyone. Witness my hand this day of 2003. Crow -Billingsley Berkeley, Ltd. a Texas limited partnership By B kele Inc., a T as Corporation, its general partner By _ "/r_w �.�� Name: Tl�� L((IdS5S%�-- Title:- % r Lienholder: The Residences of Austin Ranch No, 3, Ltd. o Texas limited par fi ership BY 288��j, Inc., it geral partner B Mock/W. Dennis, -Sr, Vice President an �l< By. -\ Name: Title: STATE OF TEXAS COUNTY OF (P"A ) BEFORE ME, the undersigned authority, a Notary P lic in ricj for aid county and state, on this day personally appeared- G�►.r�f 4 t known to me to be the person whose name is subscribed to the foregoi g instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. ` Giv under my hand and seal of office this the 1dl day of 2003. NYotary Pu is in and for -�LL� EGS.11111111"- BETSYM. OWE ate of Texas �rr�«�s a7 aav� Jim27.2W My mission Expires: STATE OF AS COUNTY OF�L( ) BEFORE ME, the undersigned authority, a Notary P lic qq`r _d fof said county and state, on this day personally appeared it _ _ AA4cs known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Give) under m hand and seal of office this the JVfday of �2003. � n BETSY M. ROWE MY COMMSM E%PM j0*27,MQ06 My Publi4jin and for to of Texas ission Expi es_ BASIS OF BEARINGS; Right -Of -Way plot of West Arbor Hills Way and Sointsbury Drive West. STATE OF 4EXA5 %jL/K/j(ja40,Q _ -t Y� COUNTY OF (D()(&M C� v BEFORE ME, the undersigned authority, a Notary P iblic in and for aid county and state, on this day personally appeared J�(,LLSv.-}ii�(4Q- known to me to be the person whose name is subscribed to the foregoing (� instrument and acknowledged to me that he executed the some for the purpose aQc,} %Wl?AfEtgg tion thereof expressed and in the capacity therein stated.�r+``t� A.TN,p�°'e_ p y Give 4,5�Nr�yj-meal of office this the day of _ t7L1CY LAI W�.�'i; �',e , . •,`�k.;•'• No ary Pu 'c in and for il� l• The State of Terse �Jfnl�l2QQ,CL s COt3�� 3i• ''f*'81Jftiai4y4$a � •� My Commission Expire— s: CITY OF THE COLONY SIGNATURE BLOCK Zoo 7, "On e Plannj7jay of �.f -�-, this 9�s r by the Planning and Z ning o mission of th it Colon C� Signed, W:: < Attes . Chairman City Secretor Planning and Zoning Commission UTILITY CERTIFICATE: �ii "This Plat correctly presents the required easements for development."" ^� CoSery Electric TXU Gas —_ . Southwestern Oncor Electric DeliverylJ, /9 41t AT&T BroadbandAhSURVEYOR'S CERTIFICATE o I, David J. Surdukan, a Registered Professional Land Surveyor, hereby certify that I have prepared this plat from an actual on -the -ground cu•' F%9 survey of the land, and that the corner monuments sh n thereon were r; ••••';* properly placed under my personal supervision in oc roan ce wit the DAy1DJ, SURDUf(gpjt. platting rules and regulations of the y of Th ny, Te ii 4613 ..„•' �Fs9FoiS�aE°:'�David J. Sur 2 an - NZOX N,05 y Registration No. 4613 STATE OF TEXAS COUNTY OF (CpWy\ ) BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared David J. Surdukan, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes considerationIIII errein expressed and in the capacity moo` FR.... E tY �t .... i GIVEN under m Y Y hand a� cR(�l(� 4�this the ll day of ublic i and for %C OF ZGthe S�+Ute of exos 4� IRE`?••' Q i"''q____. Commission Expires: S H E E T 2 O F 2 F I N A L P L A T PARKS OF AUSTIN RANCH ADDITION LOTS 1, 2, 3, & 4, BLOCK B 4 LOTS ON 21.440 ACRES OF LAND situated in the JOHN B. MARTIN SURVEY N ABSTRACT 827 THE COLONY, DENTON COUNTY, TEXAS Owner &h Crow —Billingsley Berkeley, Ltd. CYN' The Residences of Austin Ranch No. 3, Ltd. t 4100 International Pkwy., Suite 1100 Carrollton, Texas 75007 Recr Telephone (972) 820-2200 Recc Engineer Surveyor Doc% Spiars Engineering, Inc. Surdukan Surveying, In%cP 730 E. Park Blvd., Suite 210 5120 North Colony Blvd. Piano, Texas 75074 The Colony, Texas 75056 Telephone (972) 422-0077 Telephone (972) 625-0206 3A NMlibf�t_Lir 0 Ti ,f CLM1wTV CLERIC Aug 20 2003 it 10,05an it k: 5Lt2t ling: 70.00 at : 6.00_ a : 2083-R0136814 pe • PLA y-Breana I G) z c " z S f n O m Ut m m z M 0 b I M Is Playa City Um)ta ..,..,... <. Plan City Um7te fa' ilHlOh' fXIY OWIC IiF1Mw On, WI _ 30' ROW McKAMY TRAIL 8 8 301 W 88tT.66, �7� __ __ __ _ X __ N" 'P' - _- __ _- )/2'IRS __ 579.4r - -" - - - - -. - -a - - - - - - - _�,°'� - - - - - - - - - "1--- tl---------------------.-- ----- O R t _ __ _ 1 2,R ��T . _ 9 20' R, O. n. Rt90.MllOn I �FO RONW, sery do N40 ' . ... nd3 .« F"la<. eaaaaelon ,x The Colony CRy Umita' or MtKamy rya;, `-15 illillty Easement The Colony City Umhw 01 MCKom% Trail 1 O W; Utility Casement CZ to 4 Lot 5, Block A I 1; 4.742 Acres VI 5/6'IRF 5/8'iRF I 1' N 88'4 , 42' W �. u tili t y i/z'ras jti 88_' Br- __ 159.42' � �N1 _ � *xu ( 1 � W 241.02 12-IRS N Z `'1 sm6nt Eosem nt 5/8 IRF 5/8"IRF S/8-IRF �j ------- mtq �B tzar ... .,.. 1t __ -ny (py 8B'44 07 __�+ __ _ !/2'rR$ O� .. t?B4 f -" 454.00 - PO - i�2 TXV Eosmen B �E.' ii17 T2a t 1� F G i o Block A I lu i42 1 1286 I 1 Lot 4, BI i , C i t al1 ' I6.295 Acres ... NUMBER DIRECTION DISTANCE L 1 N O 1'06'51 " W 11.55' L2 N OX 15152" E 30.00' L3 N 86'44'07" W 35.00' L4 S d3' 15'52" W 30.00' ila, �a, lc> :. 1_I_ ....-.10 I u CXU Easement 15T Utility 10 7Xe 1T26 \i vl; O Osement t27a Easement T118 i ,n .. _,.. J I V I(° .__.__ ,. _. ] 'L 1?9 TARIN u T I E l i Y E A S E M E N T L I N E T A 13 1- E _ -"A eP fv JN I I N , 1 NT If f 7 2 8E G N 89'26'26' E N 89'28'26' E LENGTH EE G 173.31' 83.02' TAN N7 GE T34 T35 A INLENGTH 0E R G N 00'3T32" w S 89'22'28' W 5.AGE 5.00' i 2 00' T N NT T67 T 68 IN 8E R G ry 88'53'09" ! N i 1' W O'065 N ni 5. G 300' 1 622' N A Gt0 n00 T. 1 0 'A IN 0 R G S 003/32" t N '4 8929 S F - ill a 0 a003' 320.8 4' if � I 30 %30' ViSibifif y „' 0 Sight t.Sm: ss I I a 'I. 73 N 89'22'28' E 265.91' T36 S 00'37'32' E 73.35' T69 N 01'06 51' W 20 48' 1102 4 89 29 45' t 253.39' r/9lRS 40952' 5' Quiidiny Setbock 14 N 89'22'28' E 135.85' T37 N 8922'28" E 7.50' 170 N 89'22'28" E 18.00' n03 N 15'53'24" E I 4 - - _- - - - - __ - - - - - T5 N 00'33'34" W 172.41' T38 S 89'22'28' IN 21.00' T71 S 00'37'32' " E 5.00 1104 N 75453'24- E 318.87' POB 1/2"rRS S 89'22 2- 8 491.7-0 76 N 00'33'34' W 158.86' T39 S 00'37'32' E 122,31' T72 S 89'29'45" w 120.19' i T105 N Or06'51" IN 157. 41' SANTA CRI'STINA MX30' Sight T7 S 89'26'26' W 7,50' T40 S 00'37'32' E 10,00' T73 S 00'30'15" E 70.00' E np6 N 01'O6'S!' w 146.48' VisibilityESmI. T8 N 00'33'34' W 15.00' T41 N 00'33'34" W 7.50' T74 S 00,30415, E 70.00' ! T107 N 88'53'09" E 40.45- 60' ROW T9 S 00'37'32' E T42 S 89'26'34" W T76 T77 S 89'29'45` W 10.00 I T109 N 01'06'51" w 31' 17 75-30,00 1/2•IRS N 89"22'28" E 491.19''iR5 T92 i287 i99 , TIO in N 89'22'28' E N 00'33'34' W MOO' 21.70' 21.70' T43 T44 N 00'33'34" W S 89'22'28' W 22.50' 21..50' 21.84' T77 T'/$ 5 89'29'45" w N 00'3T32' W N00'37'32- W 98. 77' 98.7T 4 d 1110 it10 Tlit E S 88'5 N 88'S3'09" E 8.69' 8.69' 1 30 %30 I - - S'�Pub - - - T Huildin $Ctbock g I--_- - - - -+ li�'-. 712 T 13 N 003334 W' S 89'26'26' W 16.48 25,00' T45 T4 6 S 003732 E N '4 " W 86 536 7,14 4 44' 5 779 N 7' - W 003 32 9 8 9,2 ' 9 T 14 S 89'2626 W T4 7 N '4 " W 8fi 836 T89'29'45'W 80 S 47 .25 its N 00'31'3a" w 15.00 15.00' T48 N 892228" E 159.9 i59.93' Tgt S 89'29'45" w aZ2S' 1 T 6 S 89'26'26' Y7 7 50' 4 T 9 '4 " N 8929 5 E T 82 '1 S 00'30 S E 1 0.00 t 7 S 00'37 32' E a 26. 9 r 50 'a w S 89'29 5 1 n' 158 17' T 83 '1 S 00'30 5 C I 0 00 1 T19 N 89'22'28' E 26,94' T5! N 8922'51' E 31 19 .36' T85 S 89'29'45" w 15A0' n9 N 86'45'36' w 95.34' 752 N Or06'St' W t95.36' T85 N 89'22'28' E 1131.06' T20 N 86'e5'36" W 95.34' T53 N 07'06'51' W 106.89' T86 N 89'22'28' E 141.02' T21 N 00'33'34' W 22.50' 754 N 01'06'51" W 61.75' T87 S 01'07'49' fi 6 00' 722 N 00'33'34' W 22.50' T55 N OI'O6'51' W 15.00' T88 S 01407'49' E 6,00' T23 N 89'26'26" E 10,00' T56 S 88'53'09' W 15.00' T89 N 8922 28' E 10.00' T2 4 N 89'26'26' E T 7 S S 88'S3'09 " W i T 90 1' S 003 35' E 17 1' 6 N 00'33 34 W 23.32' T58 N 8922 28 E 89 96 9,96' T 1 9 T "' S 00 3 3S E 1 7 Y .6 726 T27 S 00'37'32" E 154,3 105.74' T60 N 8922'28" E 89 S 89'22'28" w 15 00' T27 S 00'37'32' E T61 N 8853'09" E 500' O' 192 T93 S 00'37'32" E 16,00' 728 N 89'22'28' E 26.00' 26.00' T61 S 00'3T32' E 5.00' T94 S 89'2728" w 16.00' T29 N 89622'28' E 124.70' T62 N 89'22'28" E 30.44' T95 S 89*22*28" W 70,00' T30 N 00'37'32" W MOO' T63 N 01'06'51" IN 15,00' T96 S 00'37'32" E 53.91' 731 S 01'07'49' E 22.38' 764 N 01'06'51' W '7.50' T97 S 00'37'32" E 8.87' T32 S 01'07'49' E 2238' T65 N 88'53'09" E MOO' T96 5 89'22'78" w .36.00' T33 N 89'22'28" F 1694' T66 N 8853'09" E 2000-. I T99 S 00'17'32" E 10.00' STANDARD NOTES: "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance p y g ) with the City of The Colonys specifications. The developer will construct sidewalks along the rear and side of lots that abut thoroughfares or which abut perimeter streets, or where an alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of lots on internal streets. Certificates of Occupancy will not be Issued until such requirements have been met." "Selling off a portion of this addition by metes and bounds description, without a replat being approved by the City of The Colony, is a violation of City ordinance and State low and is subject to fines and withholding of utilities and building permits." Vicinity Map NiS T11 2 N Ot'OB at w 30,36 N i " W 0 '22'2 10.00 T113 N 9' 275" 8 2 E 5,00 ni4 N E 5.00' 111 5 01'06'25' N 1 'ri' W 1 0 'O6 v 5.00' 7116 N '2 '4 ' 89 .9 5 E Tn7 75.59' N00'37'32- W 7r. ill 8 N T '" W T 0 ,0 OO 3 32 206 0 ni 9 j S 89'22'28 w a I n2089'22'28" w a . 8.26' S 8 21' 1121 N 00'37'32" w 3.121' r122 N 89'26'42' E t5.00' 7t2. .} N 4 " 8926 2 E 5.00- it 4 2 N i W 1 00 3 32 07 y n 25 1 N S7 - W I 7.1 ' 00 32 0 6 it I 26 N00'37'32" W I' 8.7 i! 7 2 N " T W 00 3 32 8.06' T1' 28 N - W 00'37'32 10.00' I129 N 89'22'28" E: 700' 1130 N 8922'28" E 7,00' T131 N 89 2? 2.8- E 14 00' T132 N 89'22'28' E 14,00 t T133 N 003732" W 1500' I n34 N 89 29'45" E 10,00 T 135 N 00'30'15' W 5 00 T136 N 00'30'i5 W 5.00' T137 N 89'29'45' E 17.33' T138 S 01'06'51' E 10.00' T139 N 00'36'39' W 35.00' T140 S 89'23'21- W 15.00' 141 S 00 36 39 E 35.00' 142 N 003609' W 30,00' 1 a 3 S 89 23 21' W 50 00' IL T144 S 003609" E Mae , rNVC2ER �OE3930' ii t1f880 512 297 S7537'54 W 490/ 75 i fif# I C3 203a 37 139300 286 N7S 4059'F ((497.59 l.. t. _ ......�._._ _._.. .._.... ._._7 1 T� !D/Pit cl S� y( 4 Visibility Esm ml rr94 yl i28 r ' 'i70 0, i51 89 162 I Y 5�i , is i 86 _ ... i52 __ fi 28 8 < P N 1 f el T50 - 21��f283 `492 I r4 �, i t }8 lh �x� Sight 1 63 30 30' S 9 R 6t' 1._ O , i!i �Za � 26z i5' Jt t f Y Visibilitymt. 1 OF. s !67 1280 Easement I;W Lot 3, Block A Iw 1r 1(P iT, N I f lu I (P N I l i l 4.518 Acres � ti I N <P rs 3 I � I I_ I. - I- T5I 1263 I 1 10TXU N LP al n o <� i i. ^, I v. t208 EOSCmeni m ' ioi 66 A t_ Z._ 4 I O1 'T214' t' T207 1260 i t r Ip ipil m m x t1z3'1... ,Xs 150 f E ..'n r@z_. I I ATV _. _ _ - _ _ _ i8a 1 Ch t264 T2591 TO . ,.._ Tide ._,..T ._..i83 1 _.. ' 20 Utility 1zos, l4 1 EOsemenl t 3T TXU."'- I I Eosoment 1 1 tJ x45 Sight i i 3 r60 Vls+bli- -mt. �__ - - _ - - _ �Bylil Ing�C14.a� - - -- - - 7 1 > TXU c �asmenl + 0 100 20Q GRAPHIC SCALE 1' =100' S 864536" E 9 + S 89'22'28" W N 892945" E 465.01' S H E E T 1 O F 2 30'%30' Sight F I N A L P L A T Visibility Esmt. L PARKS OF AUSTIN POD 1/1-IRS S 89"29'45" W 487.78 o V21a, DAVIDSON STREET 269 60' ROW I T,z7 izss 30'%30' Sight POB '/a"Rs - - _ _ N 89029'45" E 487.26' T'23 _ , 1251 , 2'IRS Visibility (`Sin :>' E3u+Iding Setboct< 't+?z 29 1 Vabl1 <Y ..Sn?!, NI ,1129 2521 10 7XU 1 III .,4,lzslti Easement i210 171)9 2W7t 510, i _ EOSement � � W Z OIftesV' ,i,6�Lot 2, Block A -3T3 3 03 h "' 5.021 Acresof Tf F.1 CIU 1 i ,. ,,. ..,. "[. `• . v..i2441 1238� 81 1 b �48 1 C4 n�T�72�[�7�1 } A S t M i N N R A f3 . 'nvCF Ns Bk AR,NG ,fNG'+ 7200 S 01r51'13 E 163-817 -2a1 S 01'06'51 r" ,63.45 :202 S 010651f A} Sa' '203 S 015113 158.94' 3204 S 75 03 24' W 283 41' 105 S 892945' w 263,5?' ' 206 S 89 29 45' IN 263 78' 207 S 89'29'45" W 262.84 208 S 892945' W 263,08' 1209 S 89'29'45*' W 315 56 210 S 89'29'45" W 292.33' 211 S 89'29'4$" W 346.1 }' 7212 S 89'29'45" W 3.5.22 T213 N 755324" f 267.0- _214 N 755324' E 278.25' �215 S 755324' W 264 76' 216 N 88'53'09" E 86 , 8 .2i7 N 885309" E 101.18' 1218 N 40636" W Mae .219 N 14'06'36' W 33.50 1220 N 14'06'36' W 63. 50 1221 S 01'06 50' E 10,00 222 S 88'53''0" W 15.00 7223 N 01'06'50' W 20,00' 1224 S 75'53'24" w i 5.00 225 N 01'06'51' IN 00' 1226 N 43'53'09_ E 14.59 T227 N 88'53'09' E 5,00' .228 N 01-06'51- IN 15.00' T229 N 0r06'51' W 3995' 230 N 01'06'51" w 40 32 1231 S 89'29 45" W 15.00 232 S 01'51'13' E 42.51 T233 S Orsl'13" E 32 51 1234 S 89 29 45" W 35.0 i 235 S 89 29 45 W 45.20' 1236 S 00 36 29' E 182.21' U37 S 00 37 32' E 61.54' 1238 S 14 06 35' E 5 00' 1239 S 755324' W 13,00' '240 N 14' 35- W 5.00' i241 N 75 53 24' c: 9 83' 1242 S 003732 E 2.50' T243 S 003732' E 1500' T244 S 89'2228" w 27,46' T245 S 89'2228" W 18,64' 1746 S 8922 28' W 15.00 T247 S 8922 28' w 15.00' t248 S 89'2228' IN 44.82' 1249 N 89'22'28" E.. 46.00' T250 S 00'3629 E 15,004 1251 S 89'23'31' W 2000' T252 S 89'23'31" w 20.00' T253 S 00,37,32 E 40.32' 1254 N 00'37'32" W 84.96' T255 S 00*3629' E 7.09' 256 7 " S 00 3 12 f 4- 9 8 i 257 7 S 003 32 E 7.4' 9 8 T25 r1 8929'45" E 0 T259 S 3 00'0'15" E 7,57.50' T260 S 00105' E 7,50' T261 S 00'30'15" E 7.50, T262 S 00'30'15" E 7.50' T263 S 89'29'45" IN 15.000' T264 S 89'29'45" W 15.00- f265 S 89'29'45" IN 16.64- 1266 S 89'29'45" w 26,61' T267 S 00'37'32" E 111.98' i 26 T S 00 3 E 11 T269 S 00'30'1515` E 9.29'29" T270 S 00'30'15" E 9,29' 271 N 89'29 45 E 68.5 4' T272 N 8929'a5" E 18.71' 1273 2 N '45" 8929 E 47. ' 25 7274 2 N 89'22 28 E 285.39 T7 2 S N 89'22'28' E 4' 0 T276 N 00'33'34" W 185 182.96' 7277 r; 00'33'34" w 193.63' 7278 N 88'53'09" E 32.95' T279 N 88'53'09" E 42.82' 1280 N 88'53'09" E 3.00' 28 1 N 88,53,09" E i 283 1' 1't " S O 5 3 E 0M' 7283 S 01'51'13" E 5,00' 5.00' T284 S 01'33'54' E 10.24' T285 S 01'33'54' E 11,92' 1286 S 88'26'06" w 20.00' T287 N 00'37'32' W 19-66' T288 S 00'37'32" E. '9.66' T289 S 8922 28 W 22 00 T290 N 00 37 32 IN 10.00 T291 S 892228 W 47.94 i292 5 89 22 28 W 37.94 T293 N 00 37 32 w 79 58' T294 N 003732 w 79,58' T295 N 0037'32" W 13.56' T296 S 8922'28" W 30,54' RANCH LOTS 21 39 41 & 5, BLOCK A 4 LOTS ON 20.576 ACRES OF LAND situated in the B. MARTIN SURVEY N ABSTRACT 827 THE COLONY, DENTON COUNTY, TEXAS 114h:u A:;0xt ky 1112- a tx1v222 ri `��i_ S20a �345.O5enT m a - cn I Owner 1u6i2 � 2>-The Residences of Austin Ranch No 2, Lt d. C-1wf 2200 Ross Avenue, Suite 4800 West ie Dallas, Texas 75201 5 Pedesj f 0sement -Nion r Access Easement" 1/zIRs Telephone (214) 754-1700 ! } c-if/ U�smj Engineer Surveyor I --- / Spiars Engineering, Inc. Surdukan Surveying, Inc. r...= 700 E. Park Blvd., Suite 210 5120 North Colony Blvd. 1 WAY Plano, Texas 75074 The Colony, Texas 75056 I VEN PAR Telephone (972) 422-0077 Telephone (972) 625-0206I /z R5 WIT41)" 120, ROW Scale 1 '=100' January 2002 D6189 tBON9coq in: QYNTHIA MITCHLLL, COUNTY CLERK On Apr 01 2002 At 9:07am Receipt #: Recording17685 : Doc/Mgmt ; 70.00 Doc/Num6.00 Doc/T2002_R0039501 ype . Deputy -Cristina PLA is as 9 C C0 M M NUMBER DELTA R L T CD LC ' C1 19'S0'35" 1440.00 498.71 251.88 S 76'OS'43" W 496.22 OWNER'S CERTIFICATE STATE OF TEXAS COUNTY OF DENTON WHEREAS, The Residences of Austin Ranch No. 2, Ltd. is the owner of a tract of land situated in the B. Martin Survey, Abstract No. 827, City of The Colony, Denton County, Texas, and being part of a tract of land recorded in Volume 4765, Page 1459, Volume 4765, Page 1465, and Volume 4765, Page 1472, Plat Records of Denton County, Texas, and being more particularly described as follows: Lot 2, Block A — Legal Description BEGINNING at a 1/2" iron rod set at the intersection of the south line of Davidson Street (a 60—foot Right —Of —Way) with the east line of Saintsbury Drive (a 60—foot Right —Of —Way); THENCE North 89'29'45" East, along the south line of Davidson Street, a distance of 487.26 feet to a 1/2" iron rod set for corner in the west line of Arbor Hills Way (a 60—foot Right —Of —Way); THENCE South 00'37'32" East, along the west line of Arbor Hills Way, a distance of 378.58 feet to a 1/2" iron rod set for corner in the north line of Windhaven Parkway (a 120—foot Right —Of —Way), said iron rod being the beginning of a curve to the right having a central angle of 19'50'35", a radius of 1440.00 feet and a chord bearing of South 76'08'43" West, 496.22 feet; THENCE along the north line of Windhaven Parkway and said curve to the right for an arc distance of 498.71 feet to a 1/2" iron rod set in the east line of Saintsbury Drive; THENCE North 01'06'51" West, along the east line of Saintsbury Drive, a distance of 493.19 feet to the POINT OF BEGINNING and containing 5.021 acres of land. Lot 3, Block A — Legal Description BEGINNING at a 1/2" iron rod set at the intersection of the north line of Davidson Street (a 60—foot Right —Of —Way) with the east line of Saintsbury Drive (a 60—foot Right —Of —Way); THENCE North 01'06'51" West, along the east line of Saintsbury Drive, a distance of 401.57 feet to a 1/2" iron rod set for corner; THENCE North 89'22'28" East, along the south line of Santa Cristina, a distance of 491.19 feet to a 1/2" iron rod set for corner; THENCE South 00'37'32" East, along the west line of Arbor Hills Way, a distance of 402.59 feet to a 1/2" iron rod set for corner; THENCE South 89'29'45" West, along the north line of Davidson Street, a distance of 487.76 feet to the POINT OF BEGINNING and containing 4.518 acres of land. Lot 4, Block A — Legal Description BEGINNING at a 1/2" iron rod set at the intersection of the north line of Santa Cristina (a 60—foot Right —Of —Way) with the east line of Sointsbury Drive (a 60—foot Right —Of —Way); THENCE North 01*06*51" West, along the east line of Saintsbury Drive, a distance of 11.55 feet to a 1/2" iron rod set for corner; THENCE North 00'33'34" West, along the east line of Saintsbury Drive, a distance of 546.44 feet to an 'x' cut set for corner; THENCE North 89'23'21" East, along the south line of McKomy Trail a distance of 491.16 feet to an 'x' cut set for corner; THENCE South 00'37'32" East, along the west line of Arbor Hills Way a distance of 557.86 feet to a 1/2"' iron rod set for corner; THENCE South 89'22'28" West, along the north line of Santa Cristino a distance of 491.70 feet to the POINT OF BEGINNING and containing 6.295 acres of land. Lot 5, Block A — Legal Description BEGINNING at a 1/2" iron rod set in the west Right —Of —Way line of Saintsbury Drive (a 60—foot Right —Of —Way), said iron rod also being at the northeast corner of a 21.625 acre tract conveyed to The Residences of Austin Ranch No. 1, Ltd., a Texas Limited Partnership as recorded in Vol. 4311, Pg. 2423 of the deed records of Denton County, Texas; THENCE North 86'44'07" West, along the north line of said 21.625 acre tract a distance of 454.00 feet to a 5/8" iron rod found for corner; THENCE North 03*15'52" East, a distance of 30.00 feet to a 5/8" iron rod found for corner; THENCE North 86'44'07" West, a distance of 35.00 feet to a 5/8" iron rod found for corner; THENCE South 03'15'52" West, a distance of 30.00 feet to a 5/8" iron rod found for corner; THENCE North 86'44'07" West, along the north line of said 21.625 acre tract a distance of 159.42 feet to a 1/2" iron rod set for corner; THENCE North 86'43'56" West, a distance of 241.02 feet to a 1/2" iron rod set for corner; THENCE North 00*36'39" West, a distance of 203.85 feet to a 1/2" iron rod set for corner; THENCE North 89*23'21" West, a distance of 887.65 feet to a 1/2" iron rod set for corner in the east R.O.W. line of Saintsbury Drive; THENCE South 00'33'34" East, along the west line of Saintsbury Drive a distance of 263.98 feet to the POINT OF BEGINNING and containing 4.742 acres of land. STATE OF TEXAS COUNTY OF DENTON NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, The Residences of Austin Ranch No. 2, Ltd., through the undersigned authority, does hereby adopt this plat designating the herein above described property as Parks of Austin Ranch, Lots 2, 3, 4, and 5, Block A, an addition to the City of The Colony, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown hereon; and does hereby dedicate the easements shown on the plot for mutual use and accommodation of all public utilities desiring to use, or using some, said dedications being free and clear of all liens and encumbrances, except as shown herein. The Residences of Austin Ranch No. 2, Ltd. does hereby bind itself, its successors and assigns to forever warrant and defend all and singular the above described streets, alleys, easements and rights unto the public against every person whomsoever lawfully claiming or to claim the some or any part therof. No buildings, fences, trees, shrubs, or other improvements shall be constructed or placed upon, over, or across the easements on said plat. Any public utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements, and any public utility shall at all times hove the right of ingress and egress to and from and upon any of said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or part of its respective system without the necessity, at any time, of procuring the permission of anyone. Witness my hand this 4�/• day of 2002 The Residences of Austin Ranch No. 2, Ltd. a Texas limited partnership By. 25BCO, nc., a Tex corporation, its general rtner BY Mack Wt Dennis, er ior. V.P. Lienholder: South Trust Bank an Ala ma banking corporation By. Dan S. F�r ' 9 cn By. = _ Title: G.V.P. of CJ�MrIrtercial Real Estate STATE OF TEXAS COUNTY OF DALLAS BEFORE ME, the undersigned authority, a Notary Pr 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 and in the capacity therein stated. Gj under my hand and seal of office this theday of nxo .STAY. °.�Q -i .o: .,: AGNES M. FIRPI Otar PubIIC in an Notary Public. State of Texas he Sto e f Texas =,;•...•%+- M Commission Expires06-01-05 D FOF;E YV My Conn ion Expires: STATE OF TC� COUNTY OF •Bitttft3• bct ySa'1 BEFORE ME, the undersigned authority, a Notary Public inlarld fors id county and state, on this day personally appeared known to me to be the person whose name is subscribed to the for , oing instrument and acknowledged to me that he executed the same for the purpose and consideration thereof expressed and in the capacity therein stated. Giv under my hand and seal of office this theme day of 'AAA4, 2002. Notary Public in and for ERiC;IAItRtx*K-RNcr'r.vubt,c The State of Texas Davidwn Coanty sme. of Tennesse, % — �F +ry Comm>?axia, Snarx YWy 26, ago , �L� My Commission Expires: BASIS OF BEARINGS: Right —Of —Way plat of Saintsbury Drive. CITY OF THE COLONY SIGNATURE BLOCK 7coo "On theja&}�,day of daaew.- &r 200 , this Plat was duly approved by the Planning and Zoning Commission of the City of The Colony. Signed, Attest: u Chairman City Secretary OF TN(-' Planning and Zoning Commission �C W :• g r: SEAL UTILITY CERTIFICATE: "This Plat correctly presents the required easements for thi development." CoSery Electric TXU Gas Southwestern Bell l4yeo.lt IMW Electric pa;tygay COMRWY. /-As"oZ ,T2f Coblevision A^C$T SURVEYOR'S CERTIFICATE 1-a-O I, David J. Surdukan, a Registered Professional Land Surveyor, 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 ccordance with the platting rules and regulations of the Cyfy of, Thy Ionyy,� 16 David J. 56dukon Registrat on No. 4613 DAVIDJ SURDUKAN ....................... I 4613 , STATE OF TEXAS COUNTY OF DENTON BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared David J. Surdukan, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. GIVEN under my hand and seal of office, this the Z4-us day of ��sttvy 2002. JOHNW.SPIARS Notary Public in and for :votary Public, state,)! Taxa' the State of Texas 0: My Commission Expires09-644 S H E E T 2 O F 2 F I N A L P L A T PARKS OF AUSTIN RANCH ADDITION LOTS 2, 39 49 & 5, BLOCK A 4 LOTS ON 20.600 ACRES OF LAND situated in the B. MARTIN SURVEY N ABSTRACT 827 THE COLONY, DENTON COUNTY, TEXAS ".� A: Owner The Residences of Austin Ranch No. 2, Ltd. 2200 Ross Avenue, Suite 4800 West Dallas, Texas 75201 Telephone (214) 754-1700 Engineer Surveyor Spiars Engineering, Inc. Surdukan Surveying, Inc. 700 E. Park Blvd., Suite 210 5120 North Colony Blvd. Plano, Texas 75074 The Colony, Texas 75056 Telephone (972) 422-0077 Telephone (972) 625-0206 January 2002 Film PAt' ??,ePQr f ?Pd DENTON COUNTY TX CYNTHIA MITCHkl-, COUNTY On Apr 01 2002 At 9:07am Receipt #: 17685 Recording: 70.00 Doc/Mgmt Doc/Num : 2002—R00395501 Doc/Type Deputy —Cristina EASEMENT LINE TABLE EASEMENT CURVE TABLE DELTA RADIUS ARC CHORD BEARING CHORD C-3 50'48'08" 62.50' 55.42, S 63'46'21" W 53,62' C-4 5921'28" 77.50' 80,29' S 5929'41" W 76.75' C-5 6236'46" 25.00' 27.32' S 5752'02" W 25.98' C-6 90'00'00" 26.00' 40.84' S 44'10'25" W 36.77' C-7 29'45'26" 77.50' 40.25' N 7417'42" E 39,80, C-8 29'45'26" 62.50' 32.46' N 7417'42" E 32.10' C-9 59'45'28" 62.50' 65.18' N 30*42*17' W 62.27' C-10 3420'35' 77.50' 46.4V N 4324'44" W 45.76' C-11 54'46'3e Son' 4.78' N 62601'42' E 4.60' C-12 7746'59" 10.00' 13.58' N 51.41'32' W 12.56' C-13 07'3331' 114.00' 15.04' S 86'4816" E 15.03, C-14 07'33'31" 100.00' 13.19' S 86'4816" E 13.18' C-15 3820'08' 62,50' 41.8V S 4124'57' E 41.04' 0-16 60'00'00" 77.50' 81.16' S 30'35'01' E 77.50' 117 02'0735" 100.10' 3.71' S 84'0518" E 3.71' C-18 0o."'52_ 114.00' 1.39' N 83'22727" W 1.39' C-19 04'49'W 62.50' 5.27' S 02'59'51' E 5.26' WINDHAVEN PARKWAY 120' ROW T, , ,.... NUMBER BEARING DISTANCE Ti N 00'49'35" W 1.50' T2 N 89'24'59" E 61.73' T3 N 8924'S9' E 64.10' T4 N 38'4731' E 59.43' T5 N 38'47'31" E 59.41' T6 N 8910'W E 202.05' T7 N 8910'25" E 203.88' T8 S 8910'25' W 244.40' S 8910'25' W 228.15' S 8910'25" WN 8910'W E 96.86, S 77'O6'20' W 18.47' F S 77'0620" W 1BA8' N 6521'10" W 24.24' N 5924'59' E 41.16' S 8924'59" W 18.07' S 6521'10" E 25.48' T18 S 89'24'59" W 16.41' T19 S 59'24'59" W 41.23' T20 N 00'49'34" W 48.82' NUMBER BEARING DISTANCE T21 N 8924'59' E 194.57' T22 S 8924'59" W 245.69' T23 N 8924'59" E 61.57' T24 N 8924'59" E 40.04' T25 S 00'35'01' E 15.00, 726 S 00'35'01" E 1 15.00, T27 N 8924'59" E T28 S 8924'59' W 208.77' T29 N 8924'59' E 64.92' T30 N 00'35'01" W 17.50' T31 N 00'35'01" W 17.50' T32 N 8924'59' E 15.00. T33 N 68'05'01- W 15.38' T34 N 68'05'01" W 15.38' T35 S 8924'S9" W 51.41' T36 N 892459' E 76.03' T37 N 8924'59' E 73.67' T38 S 8924'S9" W 8.90' T39 N 60'35'01" W 141.59' T40 S 60'35'01" E 141.59' ae . EASEMENT LINE TABLE NUMBER BEARING DISTANCE T41 S 89'33'13' W 16.44' T42 N 89'33'13" E 13.58' T43 S 0026'47" E 15.00' T44 N 68'52'53" W 3.33' T45 S 6852'53" E 10.96, T46 S 00'35'01' E 53.8C T47 N 00'35'01" W 53.77' Ex. 15 Utility Eosement Ex. 22.5' Utility Ex. 10' Oncor Cab. V, P 184 CAPPED Easement CAPPED g. 1 2'IRF Easement 1 2'IRF C C.M. Cab. V, Pg. 184 Cab. V, Pg. 184 N 89i0'25" E _ 343.25' -'i- - - - - 219.55 14.37 ia24T 12 20.05 ,- T3T\ (Mutual 7 Ts r1a - ._e /c �a� /' tip JAccess Esmt. c_ 3azr - - ---y8 -- - - - =ti 34.33' �"� � �y Ex 20'x3o' sent e G� Visibility Esmt. I ( C 37/ T71 - / I Cob. V, Pg 184 - I I o �., �- - - - J _._ 50Building Setback ] .z6 T1 t1z�e- - - - - 7 - - - - I 1 &6'4h�T1 �T13 24' Mutual ( �d 15' Drainage 5 Pedestrian Access Esmt. I J IY-" '�0' Easement Access Easement - Ex. 10' Oncor (By Sep.) Easement Instrument) Cab. V, Pg, 184 (CC#2005-35 73) I II 0 7.5' Drainage- I Easement 15' Drainage (By Sep. Instr.) I Easement (CC#2005-35870) I II I $ 15' Utility I 1 Easement (By Sep.Instrument)� (CC#2005-358-35869) �-- T21 -"� s• �I n T22 5 I ri a C w.oa' C.7 38 1 I -O Tea (Mutual Tzs ? 0 .15 0- I I I- - T7.255 .94' �/'N tO� - 4;,, Access Esmt - --� �4 _ T37 - - - o`�`'a. o'"•. °' 01 a T28 •e--�� T35 -1 h I 19.36' 36.2Y 40.04' M M 8220' G� sag' b27 15' it '-� C� Easement T32 C E �\ 15' Utility o Utilitsement y Easement 15' Utility 1, I I 1 \ Ea OD 1 \ \ Easement ngsiBy BerLotk6iey, ,•,VV„ ( I� I \ 15' Drainage II 3 \ \ Easement Ex. 20'x2O' Sight Visibility Esmt. Cob. V, Pg. 184 ca ..Gres I 40\ �I 4M 1 Lot 3R 0 l Block B 11 o m W z 1n =� I 2.522 Acres °r\ '° j) (109,862 Sq. Ft.)Cn 9 o 15' Draina e w Easement T41 tl II 1 T42 I i Cn 24' Mutual I I ( G-19 Access Esmt.- Abandon Abandon 10'x 20' (By Sep. Instr.) I Utility Easement 15' Utility (CC#2005-35873) I �I I (By This Plat) I I Easement I m (By Sep. Instrument) (CC#2005-35866) 11 I 10' Utility I I 10' Utility II Easement 2C Easement (By Sep. Instrument) (By Sep. Instrument) CAI II (NAPPED (CC#2005-35867) 10' ZO3 15' 77.4Y (CC#22005-35868 vi; I211RF r S 89'1025' W 276.50' I I F_" I IL_J------- - �Ex. 20' Utility Eosement �- Cab. V, Pg. 184- ---------------- ---------- I ----_ -- - - _ J 15' Drng. Easement L i, , 'By, (By Sep. Instrument) ,....rne i .,ce (CC#2005-35871) 20' Mutual " t EasemeTE,�10' nt Access Access Esmt. ,. Cob. V. Pg. 184 B Se ca A Instrument) _ ^^ Feb (CC#2005-35873) ..oned: .,.-ac.g. Fac^e ck ...,. 0 40 80 GRAPHIC SCALE 1 "=40' BASIS OF BEARINGS: Right -Of -Way plat of West Arbor Hills Way and Saintsbury Drive West. POINT OF LEGEND BEGINNING 1/2"IRFIronn Rod Found CAPPED - C.M. Concrete Monument 2 1/�21RF_- - R.O.W. Right of Way SAINTSBURY DRIVE 60' ROW BOUNDARY CURVE DATA Vicinity Map n.t.s. NUMBER DELTA IR ' IL ' IT ' I CD iLC ' C-1 90*00,00" 173.50 1115.45 173.50 IS 44'2459" W 1103.94 C-2 00`40.16-- 11560.00 118.27 19.14 IN 88'50'40" E 118.27 BOUNDARY LINE DATA NUMBERI DIRECTION DISTANCE 10', cited L1 S 89'24'59" W 10.00, ....,.naSiay iierkeiey, :.td. I ...,..me S: --ge i"a W � 3 a O � eo STANDARD NOTES: "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance with the City of The Colony's specifications. The developer will construct sidewalks along the rear and side of lots that abut thoroughfares or which abut perimeter streets, or where an alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met." "Selling off a portion of this addition by metes and bounds description, without a replat being approved by the City of The Colony, is a violation of City ordinance and State law and is subject to fines and withholding of utilities and building permits." S H E E T 1 O F 2 F I N A L R E P L A T PARKS OF AUSTIN U) `� RANCH ADDITION z i I z < < I I Lot 3R, Block B Being a Replat of Lot 3, Block B I I I (Cab. V, Pg. 184 P.R.D.C.T.) Parks Of Austin Ranch Addition 1RF _ - - - situated in the PAKks °r l��s ;N �A""� BIk b t-01 ��9'�° JOHN B. MARTIN` SURVEY SUMNER 07pj, S°q Co3 THE COLONY, DENTON STREET 60' ROW OwneTown Center of Austin Ranch Ranch No. 1, Inc. - - 4100 International Pkwy., Suite 1100 Carrollton, Texas 75007 Telephone (972) 820-2200 Engineer Surveyor Spiars Engineering, Inc. Surdukan Surveying, Inc. 730 E. Park Blvd., Suite 210 9883 W. University Drive, Suite 102 Plano, Texas 75074 McKinney, Texas 75071 Telephone (972) 422-0077 Telephone (972) 542-1446 �!(P Scale 1"=40' September, 2005 N ABSTRACT 827 COUNTY, TEXAS Filed for Record in: Denton Count9 On: Oct 1412005 at 03.20F As a Plat Document Number: 128610 Amount 86.00 Receipt Number - 235164 P,81 c 0 N N Ln CD I I a 0 i 11 'n V 11MML, R Vicinity MaP 1" = 2000' EARTHEN CHANNEL MAINTENANCE AGREEMENT THAT Billingsley Trust JV a Texas general partnership, Crow -Billingsley Berkeley Ltd., a Texas limited partnership, Trammell Crow Company No. 43, a Texas limited partnership, and The Residences of Austin Ranch No. 6, Ltd., hereinafter called OWNER, do hereby acknowledge to the City of The Colony, Texas, hereinafter individually and collectively called "City', that the City of The Colony is not responsible for the design, construction, operation, maintenance, or use of any earthen channel, stormwoter detention basin, and/or associated drainage easements, hereinafter referred to as "improvements," to be developed and constructed by Owner or his successors. Owner is responsible for the design, construction, Operation, maintenance, or use of said "improvements". Owner will indemnify, defend and hold harmless the City of The Colony, its officers, employees and agents from any direct or indirect loss, damage, liability, or expense and attorneys' fees for any negligence whatsoever, arising out of the design, construction, operation, maintenance, condition, or use of the "improvements," including any non-performance of the foregoing. Owner will require any successor in interest to accept full responsibility and liability for the "improvements." All of the above shall be covenants running with the land. it is expressly contemplated that Owner shall impose these covenants upon Lot 10X abutting, adjacent, or served by the 'improvements" the full obligation and responsibility of maintaining and operation said "improvements." STANDARD NOTES: 1. "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance with the City of The ColonVs specifications. The developer will construct sidewalks along the rear and side of lots that abut thoroughfares or which abut perimeter streets, or where on alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of iots on internal streets. Certificates of Occupancy ,dill not be issued until such requirements have been met." 2. "Selling off a portion oi this addition by metes and bounds description, without a replat being approved by the City of The Colony, is a violation of City ordinance and State law and is subject to 'fines and -withholding of utilities and building permits."' 3. Property owners will be responsible for perpetually maintaining atl private streets and drive aisles. L1. All private streets and drive aisles are to be constructed in accordance with The City of -the Colony specifications, 5. The City of The Colony shall have unrestricted and unlimited access to accommodate City vehicles, emergency and service personnel. S. All corners are i/2 �=h °ron rod set with f.11ap stamped ENG" unless otherwise noted. 0 < a ai 4 a. Cx EANTA CK151INA DAVID50N 5T. (60. Paw. - Gab. T, Pg. 101) N89-29'45�E-465.01` W Bldg. line 25!)L25, sight Visibility Ez=nL �'-Vbr. Will Drainage Eunt '--L17 Lot 6, Block A`�xls' Util. Fsmt 203 25X25, Sight 2.341 Acres 25 sight < Visibility EsmL Tract I .S, %siblity Esmt 2 Residences Of Austin L Roach No. 6, Ltd. 25!x25' Sight Doc. No. 2011-56240 Visibility Esmt Aoc= &XL U3 N LZ L177 79 Q10 b. Lot S. Block B Sight Visibility, PARKS OF AUSTIN Pedestrian Access, RANCH ADDMON and Drainage Esmt CAB. Y, PG. 342 V rk TAIL.. 4C I'm Access r=L S86*18'36 E302-96' I -,t 4. : V B1k A --O-ecso ( Tract 2 0.292- Acres Watedine Esmt. Tract Of Austin City of The Colony Ranch Na 6, Ltd Doc. No. 20017560 D= Na 2011-56240 k SCHOAL CREEK PHASE IL CAB- N, PG. 289 Lot 7, Block A RED WOLF ESTATES CAB. 1, PG. 506' IKAMMMLI- "Awn COMPANY NO. 43, 34.4% VOLUME 3212, PAGE 235 VOLUME 3486, PAGE 054 D.R.D.C,T. BIWNGSLEY TRUST JV, 65-67, VOLUME 3213, PAGE 576 VOLUME 3213, PAGE 582 D.R.D.c.T. Drainage Easement Vol. 5158, Pg. 1536 (abandoned by this 5L3471A G01,S09,CO3 Cum Table NumberI Length Radius Delta Chord Bearing Chord Dist Number Length Radius Delta Chord Bearing Chord Dist Ci 331.67' 1560.00' 1270'54" S614949'W 331-05' C12 I 1Z 7,9, 229.00, 25,13'1,r S86*09'520E 111.65' C2 197.58' 1440.00' 7*5141' S59*40VIV 19742' C13 908' 281.00' 1922'01' N89*24'32'E 94.53- Co 105.88- 1560,00-1 3-5319- N843347-W 105.86' C14 47.81' 267-00- 9�5243_ S8540'49-C 47 76' C.4 73,58� 486.00' 840'29' N8210932'111 73.51' E14 5 C15 4198' 135.00' 18'425' S24 W'351E 4Z80' C5 76.15' 514, 00' 829'19' N82103'57V 76.08' C16 C16 81.83' 196-00' 2355'18" S21*40'081E 81-24' C6 311.06' 1.560.00' 11*2528' S75*58'68'141 310.54' C17 150.45' 50' 116-50' 73159'35- S4642'177E 140,21' C7 33.42' 120.00' 15�57'170 S25VO9*E 3331' C18 111.33' 111-33 359-00' IT-46-or N82-24i2i 110.89' C8 88.09' 211.00' 2355*18' S2140'08'E 8746' C19 67 77' 13200 2924�56' S86*4543'E 6703' C9 131.08' 101.50' 7X59135" S46*42'171E 12ZI61 C20 120.18, A 244.00* - 2613'IY S86*09'521E 118.97' CIO 106.68' 344,00' 17'46'07' N8724V`E 106.26' C21 39.91' 266.00 1972*01' N8924321E 89.49' C11 75.41 14ZOO' 29 2456' S86*4543E 74.6e 50.31, 3o2.00' 9*3243' 4W4911- S85' 71 511251 511251 1 - Une Table Number Direction Dist. Ll N8922281E 28,50' L2 N0037'321Y 60.00'] L3 S89:22WIll 28-50' 11 L4 S8644'18"W 60-06'_1 L5 N00*3732-yr 94.72' L6 S003732E 9926' L7 N8932501E 170.'96' [L8 N8972' IE 171.08' Easement Line Table Number Direction Dist. - Number I Direction Dist. Number Direction Dist_ Number Direction Dist. ,lumber Number Direction Direction Dist L9 500'37'52'E 34.43' L45 N00�37'J2'17 95.86' L81 n8922,28,E laoo' L117 NOO137'32141 19.81, L153 NO0ZrJ2*W W'J 10.ff LIO N892Z28E 60 00' L46 S0013ZWE 46-63' L82 S00*37321E 10.00' L118 S8922�28*iy ZJO' L154 L154 N89*2228E 9 18.00' Lll N00'3732V 3719' L47 N8922'281E 600' L83 589*221281w iaff L119 S03I4124"W 1950' L155 N0037'32"W 91.75 L12 S58-45WE 31.58' L48 SOOV,321E 1(i,00. L84 3892228-W 22-00' L120 N864536'W 10,00' L156 5892228W 2Z27' L13 N6842551E 66.59' L49, S8972'26'W 5.00' L86 NooViviv iaoo' L121 NO3V24KE 19.50' LI57 S0037'321E 20.00' L14 S3325106*W 41.43' L50 S00137'321E 28 51' L86 N892228'E 2200' L122 H86*036V 18,48' L158 S8922'2,rly moo' L15 S4513.3&rE 35.39' L51 N89,2228E 5.00' L87 X0037132*w 86.74' L123 N69,2212eE 103.47' L159 NOD*3732*W 20.00' L16 N592228E 20.57' L52 S00,37'32'E 10.00' L86 500,37'321E 129.7.4! L124 000137132*ly 59.04' L160 S0037'321E 25.61' L17 544,26106W 35.32' L53 S8922128*W 5.00, L89 N89*22'281E 5.00' L125 N89222eE 65.89 L161 M22'287 5.00' L18 N00*30'15V 3.44' L54 N44*22,28r 29.01' L90 S00137321E 10-00' L126 NO037'32*W 5.00' L162 S0017'321E 10 00' L19 N75T023`E 32.74' L55 S89&28V 22-GV L91 S89=811( 5. 0o' L127 Nilgv280E la0a' - L163 - S8972'28'W 5.00' L20 N59*22'28'E 98.94' L56 N00732'W 10.00' L92 S003732*E 22_94' L128 S00'37'321E 5 00' L164 SOOVVE . 5458, L21 S75'17'40'E 4.22' L57 N6.922'28-E 22-00' L93 N8922'2,80E 5.00' L129 N8922'281E 8.82' L165 N8922'28"E 5.00* L22 N5922280E 23.36' L58 1100*3732V 23.10' L94 S0037'32E 1500' L130 N0037'32*JV 32.68' L166 S0037'321E 10-00 L23 N14102'367E 4.22' L59 S69*2228W 25.00' L95 S89=81V 5,00' LIM S037424*ly 184.25' L167 $892228V _5700'_ L24 S5433`00*E 29.44' L60 N00*32'32*W 15.00' L96 S89:2228"ly 18.26' L132 S00*37321E 4718' L168 soolviVE 59.43' L25 N*6131'561E 34.00' L61 N8922128*E - 25.00' L97 S0037'321E 20.00' L133 589*22'28*W 40.35' L169 N0037'32W 5.00 L26 W33153*W 35.39' L62 N00*37'32*W 46.26' L98 s69*22128*sv laOO' L134 S0037132r 20.00' L17D N4537'32 W 121.58 197 N00*3732V 36. , 58' L63 N8922281E 7.06' L99 N0037'32*W 20.00' L135 S892228W 15,001 L171 N02121001E 151.45' L28 S8.9:2228-W 10.00' L64 SOOW-32-E 25.00r 1.100 SWWWW 116.75' L136 NO03732*W 20.00' L172 N00*032*W 9.64' L29 N001732W 10.00' L65 S892228*IV 706' L101 S0037'321E MOO' L137 58922'287W 2256' L174 N0374241E 27.54' L30 N89,22*28*E 10.00' L66 S00*3732E 111.14' L102 S692226*W 10-00' L138 114537132*w 35.36* L175 14864536V 18.614 L31 N00,37'32'W 50.26' L67 54472'281Y 41.44' L103 N0037132*W 20.00' L139 S86=2_21E 78.61* L176 S0374'2rW 2&54' L32 M5074.10-E 31.56' L68 S8972128v 6020' L104 S89*2228V 19.53' L140E S4322'07*E 29.55' L177 57,02*36V 4.22' 05 S00*3732*E 20-00' L69 50037132E 96.87' L105 S0037'321E 108.74' 1.141 S74136'107E 25.30' L178 5592228W 2754' L34 s89*22128'w iaoo' L70 N0O*j71j24W 1OZ61' L106 S4476`D7W 35,32' L142 N8922*281E J0.00' L179 N7."7'40*W . 422' L35 No0,3732*W 2aff L71' S6972!26'W 79.50' L107 N4537'32W 35.36' L143 S892228*W 35.42' L180 S5972'2eW 97.54' L36 58922'28'W r8,06' L72 - s6910'25*JV 25.00' L108 N0037'32V 151.97'_1 L144 N00'032V 25,00' L181 S75'00'23*W 34.71' L37 N0037'32W 85.72' L73 N00*37'32"W 27.49' L109 S692228*W 20.00r LL145 H89*22!28E 500' L182 N0037'32W 9.64' L38 S69*22'28'W 20.00' L74 N89=TrE 25.00' L110 NOOV.12'W laOO' 1.146 SOOV320E 10-00' L184 S0212'00*W 144.80! L39 N001732*W 20.00' L75 N00*37'32V 138.12, Lill N8922280E � 20.00' L147 5892228W 5.OtY L185 1�086 121.W L40 N897228*E 20.00' L76 S0037'321E 48.20 L112 N0037'52'W 14.57' L148 S00*37132*E 130.99' S0037321E 11.21' L41 N0037'32*W 94.86' L77 N892228E 10.00' L113 S69*2228*W 103.47' L149 S8922'28*W 99.50 L42 S89*22'28ly 20.00' L78 SOOV.32*E 15.00' L114 S89701250W 25.00, L150 H6922*281E 84 50' L43 N0037'327W 10.00' L79 S8972'28'W laff L115 N00*37,320w 10.00 L151 N003732'W 105.38' L44 L80 S00*3732*E 2228' 'LI116 N8910'257 L152 S8.9-2228-W 1&00' Easement Curve Table Number Length Radius Delta Chord Bearing Chord Dist. C23 26.08' 6250' 23*54Z5' N71'19'461E 25 89' C24 94.1C 140.00' 3832101" N1953'32V 9239' C25 113.57' 160.00' 40*40'05* N17105'390W 111.20' C27 73.07' 14ao0' 1 29-54'18- S1142451E 7224' C28 90.18' 160.00' 321730' N16*46'17*W 495120 A0827A 18 MARTIN, TR 2C, .696AC/ALL 495117 A0827A J 8 MARTIN, TR IL, 2.239ACIALL 495115 A0827A J 8 MARTIN, TR 13, 9.335AC/ALL 495118 A0827A J B MARTIN, TR 2A, .882AC/ALL 495119 A0827A J 8 MARTIN, TR 213, 2.3540AC/ALL 495116 A0827A J B MARTIN, TR 1K, 5.993AC/ALL 4611511$ A08%1A 311 Ac /ALt-. 14isliq ftwl^ iTArt. This Plot is filed in Doc- No- P.R.D-C,T. Legend -ool- Street Name Change POB = POINT OF BEGINNING S H E E T 1 0 F 2 F1 N A L P L A T PARKS OF AUSTIIN #i A L_J It RANCI-1 ADD"ITION LOTS 6, 7, 8, 9X and 1 OX, BLOCK A 5 L0TSz 04 26.587 ACRES OF LAND situated 'in the JOHN B. MARTIN SURVEY ^j ABSTRACT 827 "THE COLONY AND HEBRONt DENTON COUNTY, TEXAS City Pro'. No. FP11-0001 S Billingsley Trust JV Crow ---Billingsley Berkeley, Ltd. Spiars Engineering, Inc - Trammell Crow Company No. 43 The Residences of Austin Ranch No. 6, Ltd. 765 Custer Road, Suite 100 Piano, Texas 75075 1722 Routh Street, Suite 1313 Dallas, Texas 75201 Telephone (972) 422-0077 Telephone (214) 270-0!986 Contact: John Splars Scale 1"=100' - August, 2011 - SEI Job No. 11-010 Oww IL X *a" A*041 IL 9 An In-1 11ift0i 4 X/10- nn(IM r%Q_ flIMI I Page 1. of r METES -ANO BOUND DESCRIPTION STATF OF -r7XAS p(,)UNWOFOENTQ�IN STATE OF TEXAS COUNTY OF DENT,. NOW, THEREFORE-, KNOW P ALI, MEN e, *�S�,,, PR, Sc LOT 6: That, Crow Billingsley Berkeley, Lid,,, '7'rer6meli Crfl)%W,lmpor No. 43, Billingsiey,'Trust 'JV,, and The Residences of Austin-, Ranch No' 6, Ltd., tiiioiugr ldhe gas w`e'rsigned authority, 'do, hereby adopt this BEING a 2.341 acre tract of land situated in the JOHN B. MARTIN SURVEY,' ABSTRACT NO< plot designating the herein abo"Ve- described prapv,%i-*,y � s Park$, of Austin Ranch Addition, Lots 827, Denton County, Texas and being all of a tract described as Tract 1 in a deed to The 6-1 OX, Block A, an addition to the City, of TheT_14*toy , and the Town of�, Hebron, 'Texas, and d6 Residences of Austin Ranch No. 6, Ltd,, as recorded in Document Number 2011-56240, hereby dedicate, in fee simple, to the l5tiblic.' use. forever, the streets and alleys shown hereon; and Deed, - Records,' Denton County, Texas and being more particularly described by metes and do hereby dedicate, the, easements showr) On -the, plot for;rhutijal use and accommodation of oil. bounds, as follows; public utilities desiring. 'to, use,- z,'or using same, said- dedications being eing free*,dnd clear of all liens and encumbrances, '_ except , as shown herein. Cr6w-Billingsley Berkeley,' -Ltd..., Trammell Crow BEGINNING at the intersection of the south line of Davidson Street (60' Public, Right of --Way) Company No. 43, Billingsley Trust JV, and The Residences of Austin Ranch', No. '15, "Ltd'. do hereby and the east line of Arbor Hills Way (60' Public Right -of -Way); bind themselves, their, successors and assigns to forever warrant and defend all 'and singular the above described streets, alleys,, easements and rights unto the public -against every: person THENCE North 89"29'45" East along said south line of Davidson Street, for a distance of whomsoever lawfully claiming or , to claim the same 'or' any part thereof., No buildings, fences,-. 465.01 feet to the intersection of said Davidson Street and the west line of Stags Leap trees, shrubs, or other improvements shall ber.'constructed or placed upon, over, or across the Drive (60* Public Right -of -Way); easements on said plot. Any public utility shall have the right to �remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way THENCE South 00*37'32" East along said west line of Stags Leap Drive, for a distance of endanger or interfere with the construction, maintenance, or efficiency of its respective system on 99.26 feet to a point in the north line of Windhaven Parkway (120Public Right--of-Way} any of these easements, and any public utility shall at all times have the right of ingress and and also being the beginning of a curve to the left; egress to and from and upon any of said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or part of its TH9NCE along saic curve to the left whose ohord bears South 61'49'49" West, 331.05 feet respective system without the necessity, at any time, of procuring the permission of anyone. orod' throuqih a can-ral anqjo of 12'10'54'% 2 radiue, of, 1560.00 feet qrd Qr, arq �ength, 0,497 "beginning 2 ��i 331 67 feet to the of a reverse curve to the right; Witness my hand this of 2011. THENCE., along said reverse ,h, 59-4-0, W, si 9 os�, - e 197.42 feet and through a cen Vdn�16 �,07'151 41"*"-,�,,4-,,,-,rodiut�,-Iof,,','1'4401-iO'�,z�Ifeet,�ari& an., �arc �y Be e y length of 197.58 feet to the intersection Soid east tiriOr-of' O"�s�Wtpy. no 'T 1- d ii� a " oxds'-,� -Ism pl, r nei�� tin ;of "haven Parkway; General Partner THENCE North 00 372" West along said east line of Arbor Hills Way, for a distance of By: CB, Berkeley Inc. 351.16'feet: -to the POINT OF BEGINNING and containing 1,01,994 square feet or 2.341 acres a Texas:,.corporation . of, tdhd,.. its General partner LOTS 7, 8 & 1 OX: BEING a 23.954 acre tract of land situated in the JOHN B. MARTIN SURVEY, ABSTRACT NO. 827, Denton County, Texas and being part of a tract described in a deed to Crow- Billingsley Berkeley, Ltd., as recorded in Volume 1502, Page 580, Deed Records of Denton County, Texas (DRDCT), also being part of a tract of land described in deed to Trammell Crow Company No. 43, as recorded in Volume 3212, Page 235 and Volume 3486, Page 054 (DRDCT) and a portion of a tract of land described in deed to Billingsley Trust JV, as recorded in Vo lume 3213, Page 582 and Volume 3213, Page 576 (DRDCT), and being all of a called 9.335 acre tract described as Tract 3, a called 5.993 acre tract described as Tract 5, a called 2.239 acre tract described as Tract 7 in deed to The Residences of Austin Ranch No. 6, Ltd., recorded in Document Number 2011-56240 (DRDCT), and being all of a called 0.882 acre tract described as Tract 4, a called 2.354 acre tract described as Tract 6, and a, -called 0.696 acre tract described as Tract 8 in deed to The Residences of Austin Ranch No. 6, Ltd., recorded in Document Numbers 2011-56239 and 2011-56241 (DRDCT), and being more particularly described by metes and bounds as follows; BEGINNING at the intersection of the north line of Davidson Street (60' Public Right -of -ploy} and the east line of Arbor Hills Way (60' Public Right -of -Way); THENCE North 00'37'32" West along said east line of Arbor Hills Way, for a distance of 402.71 feet; THENCE North 89'22'28" East, for a distance of 28.50 feet; THENCE North 093732" West, for a distance of 60.00 feet; THENCE South 89*22"28" West, for a distance of 28.50 feet; THENCE North 00*3732" West, for a distance of 255.11 feet; THENCE South 8645"36' East, for a distance of 435.00 feet; THENCE North 03'14'24" East, for a distance of 205.57 feet; THENCE 'South 87*48'00" East, for a distance of 816.06 feet, to the east line of said Trammell Crow Company No. 43 and Billingsley Trust JV tract; THENCE SOUTH along said east line and passing at a distance of 222.91 feet the northwest corner of Pointe West, an addition to the City of Piano as recorded in Volume 2007, Page 253, Plot Records, Collin County, Texas, for a total distance of 920.80 feet to the southwest corner of said Pointe West and also being in the north line of Windhaven Parkway (120' Public Right -of -Way) and also being the beginning of a curve to the left; THENCE along said north line of Windhaven Parkway and said curve to the left whose chord bears North 84!33*47"' West, 105.86 feet and through a central angle of 03*53'19", a radius of 1560.00 feet and an arc length of 105.88 feet to the beginning of a reverse curve to the right; THENCE along said reverse curve to the right whose chord bears North 82*09'32" West, 73.51 feet and through a central angle of 08'40'29", a radius of 486.00 feet and an are length of 73.58 feet to a reverse curve to the left; THENCE along said reverse curve to the left whose chord bears North 82*03'57" West, 76.08 feet and through a central angle of 08'29'19", a radius of 514.00 feet and an arc length of 76.15 feet; THENCE North 86'18*36" West along the north line of said Davidson Street, for a distance of 476.01 feet; THENCE South 86'44'18" West, for a distance of 60.06 feet; THENCE South 89*29.'45" West, for a distance of 465.01 feet to the POINT OF BEGINNING and containing 1,043,436 square feet or 23.954 acres of land. 16111111� BEING G 0.292 acre tract of land SitUGted in the JOHN B. MARTIN SURVEY, ABSTRACT NO. 827, Denton County, Texas and being all Of G tract described in deed to The Residences of Austin Ranch No. 6, Ltd., recorded in Document, Number 2011-56240 of the Deed Records, Denton County, Texas and being more particularly described by metes and bounds as follows; BEGINNING at the intersection of the south line of Davidson Street (45' Public Right -of -Way) and the east line of Stags Leap Ddve (60' Public Right -of -Way); THENCE South 861836 East along said south line of Davidson Street, for a distance of 302.96 feet to intersection of said Davidson Street and Windhaven Parkway (120' Public Right -of -Way) and also being the beginning of a curve to the left; THENCE along said curve to the left whose chord bears South 75*58'58" West, 310.54 feet and through a central angle of 112528a radius of 1560.00 feet and an arc length of 311.06 feet to the intersection of said Windhaven Parkway and said Stags Leap Drive; THENCE North 00,3732" West along said east line of Stags Leap Drive, for a distance of 94.72 feet to the POINT OF BEGINNING and containing 12,703 square feet or 0.292 acres of land. By: Name: Kenneth DMabry Title: Senior Vice President STATE OF TEXAS COUNTY OF (_%tjq5 BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this th�day of avl!�Ua 2011. LISA TURNER = r I Notary Public, State of Texas g My Commission Expires — WA September 02, 2013 Notary Public in and for The State of Texas Witness my hand this 7 day of 1P6 a. -I f 2011. Trammell Crow Company a Texas limited partnership General Partner By: Henry GP., LLC a Texas limited liability company its General partqer' By: Nome: Kenneth D. Mlu Icab Tittle: Manager STATE OF TEXAS COUNTY OF ID, _ � kc 6 BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the day of 2011. - - - - - - - - - - LSA TURNER Notary Pt.iblic, S1Pt8,ot lexas My Coi-nrnissior, Expifes Notary Public in and for Se [ember 02, 20! The State of Texas Witness my hand this day of it 6 u,Lz ------ 2011. Billingsley Trust JV, a Texas general partnership General Partner STATE OF TEXAS , COUNTY OF Q ),pj( BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the day 1� f !�a 2011. LISA TURNER Public, state of Texas Public in and for Notary Noto MY Commission Expires The State of Texas September 02, 2013 The R ripes cif Austin,, kcinrph", Ltd, c Tex;'d t, :il�,-XRR,64 pqrtnfirshiO By!'' 426CO, Inc: a, Texas corporation Its Gener I part By: NGme:.,Kerineth D. Mabry T-itle: Senior Vice President STATE OF TEXAS COUNTY OF BEFORE ME, the undersign-pd, authority, a Notary Public in and for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person whose name is subscribed to the fore' ,going instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the Capacity therein stated. Given under my hand and seal of office this .the day of AAi 1,�,2011. 9 W ir LISA TURNER P-0tor3rPublio In and for NOWY ftWic, Seta t f T sr My seotemCommisserbion. 2013 , 02Expires The State of Texas .... . . . . . . . A Lienholder: A L - Plif il-7 W `7 (ooe �-'o AV Ely. Name: Kpnneth p Ad bFy Title: Sr Vice President STATE OF TEX AS COUNTY OF ( A, Do� BEFORE ME, the undersign, d auto orita. Notary Public in and for said county and state, on this day personally appeared a,14N �&L� known to me to be the person whose name is subscribed to the foregoing insument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the oy of a4 I u 2011. ,7 Notary Public in and for The State of LISA stat;i 0 NOW,/ 1.5ion sypirog SURVEYOR'S CERTIFICATION tvjy COMM Seplemb Known All Men By These Presents: That 1, Darren K. Brown, do hereby certify that I prepared this plat and the field notes made part thereof from on actual and accurate survey of the land, and that the comer monuments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of The Colony and Town of Hebron, Texas. Dated this the 2- day of 2011. Darren K. Brown, RPLS 5252 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day personally appeared Darren K. Brown, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the c4':�day of Al"a fe, 2011. N;IiER LZNING Not&,� Public_� -and for s N.tify Public, State of Texas 110Ivry Commission Expires e , The St exas V Aptil, 14, 2016 BASIS OF KAMM- Bearings are based on the Final Plat of Parks of Austin Ranch Addition as recorded in Cabinet U, Page 324, P.R.D.C.T. CITY OF THE COLONY SIGNATURE BLOCK "On the....1-l"...-day of Ry of TW and Z 0 to Signed: Planning and Zoning Commission TOWN OF I HEBRON SIGN RE BLJOK '71 "• tty %•if f Ileb Commission of the 1-4-06- on. Signed: This Plat is filed in Doc. No. P. 11A',,thist was duly approved by the Planning J4. Attest: N" V � S, � Ffzx, i��` City Secretary 2011, this Plot was duly approved by the Town Attest: A"Sk W" reLary cluiniar'-_ Billingsley Trust JV Eag1a=r/3ur_=y_<x Crow -Billingsley Berkeley, Ltd. Spiars Engineering, Inc. Trammell Crow Company No. 43 765 Custer Road, Suite 100 The Residences of Austin Ranch No. 6, Ltd, Plano, Texas 75075 1722 Routh Street, Suite 1313 Telephone (972) 422-0077 Dallas, Texas 75201 Contact: John Spiars Telephone (214) 270-0986 August, 2011 - SEI Job No. 11-010 S H E E T 2 0 F 2 F IN A L P L A T PARKS OF AUSTIN 1% 1 RAINI"I-I ADDITION LOTS 6, 7, 8, 9X and 1 OX, BLOCK A 5 LOTS ON 26.587 ACRES OF LAND S *tuoted in the I JOHN B. MAR11N SURVEY ABSTRACT 827 THE COLONY AND HEBRON, DENTON COUNT1Y1,, TEXA City Proj- No. FP11-0001 ,7 1 k3f, R- i a t h i2 of 11 'Id pi2c&d�-, fif - PARKS OF AUSTIN RNHCH AD1010H Pkuu Nug4bei ' 201i- 169 140 of Pa3es' 2 010 Re it t lrquih* ft n p - '2 6 -`7 ep nCK1Tr1%K1 R a S, 991 W C 3: 2 M C3 all EARTHEN CHANNEL MAINTENANCE AGREEMENT TEAT Billingsley Trust JET a Texas general partnership, Crow -Billingsley Berkeley Ltd. a Texas limited partnership, Trammell Crow Company No. 43, a Texas limited partnership, and The Residences of Austin Ranch No. 6, Ltd., hereinafter called OWNER, do hereby acknowledge to the City of The Colony, Texas, hereinafter individually and collectively called "City", that the City of The Colony is not responsible for the design, construction, operation, maintenance, or use of any earthen channel, stormwater detention basin, and/or associated drainage easements, hereinafter referred to as "improvements," to be developed and constructed by Owner or his successors. Owner is responsible for the design, construction, operation, maintenance, or use of said "improvements". Owner will indemnify, defend and hold harmless the City of The Colony, its officers, employees and agents from any direct or indirect loss, damage, liability, or expense hnd attorneys' fees for any negligence whatsoever, arising out of the design, construction, operation, maintenance, condition, or use of the "improvements," including any non-performance of the foregoing. Owner will require any successor in interest to accept full responsibility and liability for the '"improvements." All of the above shall be covenants running with the land. It is expressly contemplated that Owner shall impose these covenants upon Lots 1OX-R and 11X abutting, adjacent, or served by the "improvements" the full obligation and I responsibility of maintaining and operation said 1 "improvements." NOTES: 1. Bearings are based on the Final Plat of Parks of Austin Ranch Addition as recorded in Cabinet U, Page 324, P.R.D.C.T. 2. Selling a portion of this addition by metes and bounds is a violation of City ordinance and state law and is subject to fines and withholding of utilities and building permits. 3. "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance with the City of The Colony's specifications. The developer will construct sidewalks along the rear and side of lots that abut thoroughfares or which abut perimeter streets, or where an alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of, lots on internal streets. Certificates of Occupancy will not be issued until such requirements have been met." 4. Property owners will be responsible for perpetually maintaining all private streets and drive aisles. 5. All private streets and drive aisles are to be constructed in accordance with The City of The Colony specifications. 6. The City of The Colony shall have unrestricted and unlimited access to accommodate City vehicles, emergency and service personnel. 7. All corners are 1/2 Inch iron rod set with cap stamped "SPIARSENG"' unless otherwise noted. S. All easements shown hereon are created by the Final Plat of Parks of Austin Ranch Addition, recorded in Document Number 2011-169 of the Plat Records, Denton County, Texas, unless otherwise noted. 10' Town of Hebron Strip Var. Width DE & DTE TrMMYA Crow N_ 7 724 �6�7 0 2 - - - - - - - - - - - - 1,75 of [-I'E 2 425.� inst. No. 2011-87810) - - - - - - - - - - - - - - - - - 20' DE 0 ins, lns't: Inst. No- 20!1-8781;1 �Io. 2011-87812 No. 2011-8781,3 20' DIE GD=No.45._54A% P 25 Mar g. Va- im fV. st MCT W 321Z Pg- 576 MCI 15' UE VOL 3m, pg 5* ma inst. No. 2071-87801 Inst. No, 2013 -87808 & L. Easement 70' 1 an Inst. No. 2011-87806 - POINT C?l= Vol. '-27,9, Pg. 2086 43L7 7 - - - - - - - - - - --- - - - - - - - - - Ins' - No. 20011-87807 BEGINNING - - - - - - Vol'. 1428 1, Pa. 349 1 ____ __ --- - - - - - - - - - - - - - - - Vol. 437�, Pi 2097 1 161 380.46' 5 &r46WE 741.47 - - - - - - - - - - - - - - 361.01' 1�- Inv cli n. 71 - - - - - - IR Cli 1�_ . .. lr�ii - < Crow-131111npley ftrkaley, Lt,4. DE & DTE T_ J Vol. 1502, Pg. 580 DRDCT 20111169 - - - - - - - - - - - - LL 170' T.P. &L. Easement Lot -R, Block A Lot 1, Block 66TI 0 IR-1 Vol. 532, Pg. 615 Scli 1 1. Ac. * 1 15 UE 1.523 Ac. ZZ trot. 664, Pg. 4J8 •_' 1 N, 7072284.48 9- 1'20111169 (61,491 q. Ft.) 411 'r1111 13G14 (66,347 Sq. Ft.) E-2474904.55 5ANTA CR15TINA DAVI950N 5T. - ® - 5 15' E-435C UE 1 506 1 1 201 V169 T 5c - - - _J cl- - _J I Li ED W L -1 1 15' UE I 1XII 201111-.4 l-- Lot 8p,, A 15' UE 1 4.344 Ac. nj 69 20111169 1 (189,206 Sq. Ft. 15' UE 2011 1 69 30' & UE 2011 iG 25x slrt 201 1/169 1 66-3.01' W - 1158.06 r2ANTA 16VA 890=61 < 60' RO W W _ <� 5C20 1504 7 _C247 13CIZ t3LI5 7 - - - - - - - - - - - - - - - - -- 1 7 15' Trail X 0 Doc. No. 2011- t 121 Block A 15' UE 19 .003 Ac. 2 169 _J (174, 0 Sq. FQ F 20 05' A 7071 1.15 1 21 IE.-2475985.99 i I I 1 .1 �t � Doc. No. 2011-169 PROCT N 89`2Z2e E - 1415.05' 078D6 I - -- 22 P_ 663.01' _Q I 500' UEJ 25'x25' SVE 1J r- - 201 V169 20111169 25x25' SVE J ba Q20111169 'A' 13 T 23 ta 04-f z < Z5 t<l Z6 8 15 LIE I t-;_ C14 15' UE 2011 169 d1 dJ 24 r-20111169 _-a C14 15' 201111 1 L 7 25 2011 UE 9 I 1 ' It 13, Block A 7' UE I Lot 7R, Block A 1 20 169 ca 6.954 Ac. L 3.263 Ac. -I 1 1 1 1i (302,929 Sq. Ft.) 1 1 (14 38 Sq. Ft) z -- I L - - - - - - - - - - ___1 L -- ---------- L 4 15L3 -I r -- - - - - - --1---- - - - - U Li 1 C%4 25x25' SVE 5'y5' a 201111692011/169 n - 285 97' 5 69W46'W 4455DIDAVID50N ST. N �*16WW POINT CiF- 476.01 BEGINNING (60'R.O.W. Cob. T, Pg, 101) W. < ai C3 e CE Lat 9X Block A Lot, Block < PARX5 OF ALIF)TIN PARK6 OF ALIOTIN 10 RANCH ADDITION Doc No. 2011-169 PRDCT RANCH ADDITION Doc No. 2011-169 PRDCT "It= Lot, 11, Block D PARK.5 OF AI.15TIN RANCH ADDITION CAB. Y, PG. 342 Boundary Curve Table Curve Length Radius Delta Chord Bearing Chord Dist. BC1 3.23' 486.00' 0'2252' N 78'00'43' W 3.23' BC2 76.15' 514.00' 829'19' 1182*03'57" W 76.08' BC3 42.98' 135.00' 18*14'25' 5 24`30'35' E 42,80' 25x25' SVE 20111169 Voi, Width UE 20111169 0 0 z f2 z Ltd 0 vor. Width sii 201 169 27 29 LOT 30 TRAMMELL CROW COMPANY NO. 45,54.4% Vol. 3212, Pg. 235 DRDCT Vol. 3486, Pg. 054 DRDCT 131LUNC-6LEY TKU5T JV, 605.6% Vol. 3213, Pg. 576 DRDCT Vol. 3213, Pg. 582 DRDCT Lot; 7, 510a A RED WOLF fi5TATE5 CM L, PG. 506 Boundary Curve Table Curve # Length Radius Delta Chord Bearing Chord Dist. BC13 50.31' 302.00' 932*43' S 85*40 BC14 54.26' 229.00' 13*3433' X 78'50'31' W 54.13' BC15 75.47' 14ZOO' 29*2456" N 864543' W 74.64' BC16 106,68' 344.00' 17*4607' S 87'2452" W 10626' BC17 131.08' 101.50' 7X59'35P N 4642'17" W 122,16' BC18 88.09' 211.00' 2X55'18" N 21*40'08' W 8746' BC19 33.42' 120.00' 15*57'17' N 25'39'09' W 33.31' BC20 47.81' 287.00' 9-3243- N 85-40'49- W 47.76' B021 F94.98' 281.00' 19*22'01" S 89*2432" W 94.53' BC22 58.53' I 229.00' 143841" S 8702'52' W 58.37' C23 112.79' 229.00 28*13'13' N 86'09'52" W 111.65' C24 120,18' 244.00' 28*13'13" S 86'09'52"E 118.97' < Ul CE 0 18 1 17 1 16 LOCATION MAP low LEGEND (Not all items may be applicable) I/T1 IRON ROD WITH YELLOW Ow CAP STAMPED "SPIARSENG" SET, UNLESS OTHERWISE NOTED IRS 1/2" IRON ROD SET WITH YELLOW CAP STAMPED "SPIARSENG" IRF IRON ROD FOUND CIRF CAPPED JRON:ROD FOUND IPF IRON PIPE.FOUND Ah(F ALUMINUM MONUMENT FOUND CM CONTROL-MONUMNET Esmt. EASEMENT MR. UTILITY DE DRAINAGE EASEMENT DUE DRAINAGE AND UTILITY EASEMENT UE UTILITYEASEMENT WE WATEREASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT S7E STREET EASEMENT FADE FIRELANEACCESS, & UTILITY EASEMENT WW WASTE WATER EASEMENT WME WALL -MAINTENANCE EASEMENT HBE HIKE & BIKE TRAIL EASEMENT VISIBILITY, ACCESS & MAINTENANCE EASEMENT (W) THIS PLAT ROX -BY RIGHT-OF-WAY Min. FF MINIMUM FINISH FLOOR ELEVATION BL BUILDING LINE -400- STREET NAME CHANGE CENTERLINE Qj) BLOCK DESIGNATION 00- STREErFRONTAGE Cob. CABINET' Vol, VOLUME Pg- PAGE NUMBER FEMA FEDERAL EMERGENCY MANAGEMENTAGENCY FIRM FLOOD INSURANCE RATE MAP NTS NOT TO SCALE Ord. No. ORDINANCE NUMBER lnsL./Poc. INSTRUMENT OR DOCUMENT (DRDCT) DEED RECORDS,,DENTONCOUNTY, TEXAS (URDCT) MAP RECORDSDENTON COUNTY, TEXAS I OFFICIAL PUBLIC RECORDS, 5ENTON COUNTY, SL,3q-7(A Coo Lo-v-\(_,,Y_/AU 3 tr 11 3 9 H MAN I J I I RUN. is-, - au 0 •. ! ' 'JU 0111100 OWNER 1 APPLICANT The Residences of Austin Ranch No. 6, Ltd. Billingsley Post Oak Partners, Ltd. 1722 Routh Street, Ste. 1313 Dallas, TX 75201 Telephone: (214) 270-0986 ENGINEER / SURVEYOR John Spiars Spiars Engineering, Inc. 765 Custer Road, Suite 100 Plano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Filed fop Record in the official records of: Denton county On. Dec NiR,12 at, 0121P s C3. Plat Records PARKS DF AUSTIN RANCH ADDITION Doc Numbe,[,. 279 goof Pasest 2 Amount 108.Do Receipt Number - 977TE2 hl� Paula Gaines Scale; 1" = 1001 November, 2012 SEI Job No.1111-010 STATE OF TEXAS 8 COUNTY OF DENTON OWNER'S ACKNOWLEDGMENT WHEREAS The Residences of Austin Ranch No. O, Ltd. 8x Billingsley Pont Oak Partners, Ltd, are the owners of the following tracts: ^/ Lot 7° Block A^ Parks of Austin Ranch Addition BEING o tract of land situated in the John B.'Worbn Survey, Abstract No. 827. City of The Colony, Denton County, Texas, the subject tract being all of [0t 7' Block A^_ Parks of Austin Ranch Addition, on addition to the City of The Colony and the Town Of Hebron' according to the plat thereof recorded in Document Number 2011-169 of the Plat Records, Denton County, Texas, the subject tract being more particularly described as follows; BEGINNING at a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found at the intersection of the north line of �Davidson Street (a 60' public right-of-way) and the east line of Arbor Hills Way (60' Public Right -of -Way); THENCE N 00*37'32" W, 402.71 feet along said east line of Arbor Hills Way, to a 1/2)) iron rod with a yellow cap stamped "SPIARSENG" found at the intersection of Arbor Hills Way with the south line of Santa Cristina (a 60' public right-of-way) for the northwest corner of Lot 7; THENCE N 89*2228" E, 1078.06 feet along the common line thereof, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found at the intersection of Santa Cristina with the west line of Silver Oak Drive (a 60' public right-of-way) for the northeast corner of Lot 7; THENCE S 00'3732" E, 448.78 feet along the common line between Silver Oak Drive and Lot 7, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found at the intersection of Silver Oak Drive with the north line of Windhaven Parkway (a 100' public right-of-way); THENCE along the common line thereof, around a non -tangent curve to the right having a central angle of 00'22'52", a radius of 486.00 feet, a chord of yellow cap stamped "SPIARSENG" found; THENCE continuing along the common line thereof, around a reverse curve to the left having a central angle of 08*29'19", a radius of 514.00 feet, a chord of yellow cap stamped "SPIARSENG" found; THENCE N 86*18'36" W, 476.01 feet along the common line between Lot 7 and Davidson Street, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; THENCE S 86*44'18" W, 60.06 feet continuing along the common line thereof, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; THENCE S 89*29'45" W, 465.01 feet continuing along the common line thereof, to the POINT OF BEGINNING, and containing 445,067 square feet, or 10.217 acres of land. Lot 8, Block A, Parks of Austin Ranch Addition BEING a tract of land situated in the John B. Martin Survey, Abstract No., 827, City of The Colony and the Town of Hebron, Denton County, Texas, the subject tract being all of Lot 8, Block A, Parks of Austin Ranch Addition, an addition to the City of The Colony and the Town of Hebron, according to the plat thereof recorded in Document Number 2011-169 of the Plat Records, Denton County, Texas, the subject tract being more particularly described as follows; BEGINNING at a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found at the intersection of the north line of Santa Cristina (a public 60 foot right-of-way) with the east line of Arbor Hills Way (a public 60 foot right-of-way) for the upper southwest corner of Lot 8; THENCE N 00*37'32" W, 255.11 feet along the common line thereof, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found for the westerly northwest corner of Lot 8, and being the southwest corner of that certain tract described in deed to Crow -Billingsley Berkeley, Ltd., recorded in Volume 1502, Page 580 of the Deed Records, Denton County, Texas; THENCE S 86'4536" E, 435.00 feet along the common line thereof, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; THENCE N 03*14'24" E, 205.57 feet continuing along the common line thereof, to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; THENCE S 87*48'00" E, 58.75 feet continuing along the common line thereof, to a co 1/2" iron rod with a yellow cap stamped "SPIARSENG" found for the northwest corner of a 15 foot trail right-of-way described by the aforementioned plat; THENCE along the common line thereof, the following courses: Around a non -tangent curve to the left having a central angle of 18*1425', a radius to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; > Around a reverse curve to the right having a central angle of 23*55'18", a radius of a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a reverse curve to the left having a central angle of 73*59'35", a radius of - 140.21 feet, an arc length of 150.45 feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a compound curve to the left having a central angle of 17*46'07", a radius feet to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a reverse curve to the right having a central angle of 29'24'56", a radius of a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a reverse curve to the left having a central angle of 28'13'13", a radius of to a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a reverse curve to the right having a central angle of 19*22'01", a radius of a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; Around a reverse curve to the left having a central angle of 09'32'43", a radius of a 1/2" iron rod with a yellow cap stamped "SPIARSENG" found; cN And N 89*32'50" E, 170.96 feet to a 1/2" iron rod with a yellow cap stamped 01 "SPIARSENG" found for the northeast corner of Lot 8 and the southeast corner of said trail, said rod being on the west line of that certain tract described in deed to the City of Plano, recorded in Document Number 20110311000266010 of the Deed Records, Collin County, Texas; THENCE SOUTH, 751l2 feet along the common line between Lot 8 and said City of Plano tract passing the southwest corner thereof and the northwest comer of Pointe West, an addition to the City of Plano, according to the plat thereof recorded in Volume 2007, Pogo 253 of the Plat Records, Collin County, Texoa, continuing along the common line thereof to o 1/2" iron rod with o yellow cop stamped "SP|ARSENG" found on the north line of YVindhovun Parkway [a 120-fmot wide right-of-way); THENCE along the oonlrnon line thereof, around o non -tangent curve to the left having o central angle of 03~53`19"^ o radius of 1560,00 feet, o chord of N 84^33'47" VV - 105.86 feet, an arc length of 105,88 feet to o 1/2" iron rod with o yellow cap stamped "SP}ARSENQ° found; THENCE continuing along said oornnnon line, around o reverse curve to the right having o central angle of 01^07`49", o radius of 486'00 feet, o chord of N 85^55`51° VY - 9'59 feet` on arc length of 8'59 feet to o 1/2" iron rod with o yellow cop otnnnpod "�SPK\R3ENG" found at the intersection of VVindhoven Parkway with the east line of Silver Oak Drive /u public 60 foot hght-of-way); ' x � THENCE N 00~3732° YV. 518.12 feat along the common line thereof, to o 1/2° iron rod with o yellow cop atonnpad '`SP|ARSENG" found at the intersection of Silver Oak Drive and Santa Cristino, for on inset corner of Lot 8; THENCE S 89~22`28" YY, 1138.06 feet along the oonnrnon line between Lot 8 and Santa CMatino, to the PLACE OF BEGINNING with the subject tract containing 363,576 square feet or 8'347 acres of land. Lot 1OX' Block 4^ Parks of Austin Ranch Addition BEING o tract of land situated in the John B. Martin Survey Abstract No. 827, City of The Colony and the Town Of Hebron, Denton County, Texas, the subject tract being all of Lot 1DX, Block 4` Parks of Austin Ranch Addition, on addition to the City of The Colony and the Town of Hebron, according to the plat thereof recorded in Document Number 2011--109 of the Plat Records, Denton County, Texas, the subject tract being more particularly deooMbed an follows; ' BEGINNING at the northeast corner Of Lot 1OX, Block A, being on the vveat line of that certain tract described in deed to the of Plano, Texas, �recorded in Document Number 20110311000206010 of the Deed Records, Collin County, Texas, and being the southeast corner of o residual tract out of that certain tract described in deed to TroDnrnel| Crow C0rnpoDy No. 43, recorded in Volume 3212, Page 235* and Volume 5488, Page 054 of the Deed Records, Denton County, Texas /DRD/T1, also described in deed to Billingsley Trust JY, recorded in Volume 3213, Page 582 and Volume 3213` Page 576 (DRDCT), from which on "X" found in concrete on the south line of MoKorny TnoO /o variable width right-of-way) for the northeast corner of said residual tract bears North, 177.18 feet; THENCE SOUTH. 174.77 feet along the oornrnon line between Lot 1D% and said City of Plano tract, to o point on the north line of o 15' trail right-of-way described by the aforementioned plat; THENCE along the cDrnnlon line between Lot 1OX and said trail right-of-way, the following courses: S 89~32`50" VY^ 171'08 feet to a 1/2" iron nod with o yellow cup stamped "SPIARSENG" found; Around o tangent curve to the right having o central angle of 09^32`43°, a radius of 287,00 feet, u chord of N 85*40'49^ W - 47,78 feet, on arc length of 47,81 feet to o 1/7° iron rod with a yellow cap stamped °SP[ARSENG" found; Around u reverse curve to the left hoving ocentral angle of 19F22`01", o radius of 281'00 feat, n chord of 3 89^24'32° YY -�`� 84.53 feet, on arc length of 84'98 feet to o 1/2" iron nod with o yellow cap stamped "SP|ARSENC" found; Around O reverse curve to the right having a central angle of 28713'13'"° a radius of 229,00 feat, o chord of N 86*09`52° VY - 111.05 feet, an arc length of 112'79 feet to o 1/2,' iron rod with u yellow cap ofornped "SP|ARSENG" found; Around o reverse curve to the left having o central angle of 29r24`56", o radius of 147.00 feet, o chord of N 80^45'43" YV - 74.04 feet, on are length of 75.47 feet to o 1/2" iron rod with o ye||Vvv cup stamped "SP|ARSENG" found; Around V reverse oWhxe to the right having o central oDg|n of 17~46'07"` o radius of 344.00 feet, o chord of S 87~24^52^ VV - 106'20 feet, on are length of 108.68 feet to o 1/2" iron rod with o yellow cop stamped "SP>AR8ENG" found; ' Around o compound curve to the right having o central angle of 73'59`35", o radium Of 101,50 feet, o chord of N 46*42^17~ YY - 122,10 feet' on arc length of 131.08 feet to o 1/2" iron rod with o yellow cap stamped "3P|ARSE .G" found; Around o reverse curve to the left having o central angle of 23*55`18°, o radius of 211.00 feet' o chord of N 21^40^08" VY - 87,46 feat, on arc length of 88.09 feet to o 1/2" iron rod with o yellow cop stamped °SP|ARSBNG" found; And around a reverse curve to the right having a central angle of 15757`17", o radius of 120.00 feet, o chord of N 25'30'09° VY - 35,31 feat, on arc length of 33'42 feet to o 1/2" iron rod with o yellow cop atmnnoed ',SP|ARSENG" found on the south line of that certain tract described in deed to Crow -Billingsley Berkeley, Ltd., recorded in Volume 1502° Page 580 of the Deed Records, Denton County, Texas; THENCE 3 87^48'00" E, along the oornnnon |iDo between said Crow -Billingsley Berkeley naaiduO| tract and Lot 10X, passing the intersection of the common line between Crow -Billingsley Berkeley residual tract and said Tnornrne|l Crow Company residual tract, continuing along the south line thereof o total distance of 741.47 feet to the POINT OF BEGINNING, and containing 127,838 square feet or 2.935 oonao of land. STATE OF TEXAS ` COUNTY OF [)ENTON 8 NOW. THEREFORE, KNOW ALL MEN BY THESE PRESENTS: � That We, The Residences of Austin Ranch No. O, Ltd. 8c Billingsley Partners, Ltd., through the undersigned outhoh do hereby adopt this plat designating ' the herein above described property as PARKS OF AUSTIN RANCH ADQ|ll0N" LOTS 7R, 8R, 10k-R, 11X, 12, AND 13, BLOCK A' on addition to the City of The Colony and the Town of Hebron, TaXOo, and du hereby dediooho, in fee oirnp|e' to the public use forever, the streets and o||eya shown hereon; and do hereby dedicate the eooarnento shown on the plat for mutual use and accommodation of all public utilities desiring to use, or using isorne, said dedications being free and' o|morof o||` liens and encumbrances, except as shown herein. The Residences of Austin Ranch No. 8` Ltd' & Billingsley Post Oak Partners, Ltd', do hereby bind themselves, their successors and assigns to forever warrant and defend all and singular the above described streets, alleys, easements and rights unto the public against every person vvhornooeYar |ovvfu!h o|o/rning or to o|oirn the same or any part thereof. No buildings, fences, trees, shrubs, or other improvements oho|| be constructed or placed upon, over, or across the eoaen1enba On said plat. Any public utility shall have the right to nsrnoV8 and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements, and any public utility shall at o|| times have the right of ingress and egress to and from and upon any of said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or port of its respective system without the necessity, at any time,, of procuring the permission of anyone. VYitnmaa my hand thia« day of 7012. The Residences of Austin Ranch No. 6, Lid` o Texas limited partnership By: 42BCO, Inc. MY Commission Expires V |oxua corporation its General ooz��er ^� Name: Kenneth D. Mabry Title: Senior Vice President ' STATE OF TEXAS & COUNTY OF DAL[AS 8 � BEFORE ME, the undersigned authority, o Notary Public in and'for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to rnm that he executed the same for the purpose and consideration thereof expressed and in the capacity therein stated. �� r� Given under my hand and aeo| of office this the- oy of 2012. Th State of Texas ' . Witness m hand this day of 2012. Billingsley Poet Oak Portnara, Ltd,, a Texas limited partnership By: Billingsley 380 North GP, L.L.C. o Texas limited liability company, its General partner My Commission Expires May 27,2015 STATE OF TEXAS � COUNTY OF OALLAS Q BEFORE WE, the undersigned authority, o Notary Public in and for said county and state, on this day personally appeared Kenneth D. Mabry, known to me to be the person vvhmoe name is subscribed to the foregoing instrument and acknowledged to me that he executed the sorna for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the day of )1`1/ 2012. BANK OF AMERICA, N.A. a national banking assoLiatil Its: Senior Vice President STATE OF TEXAS COUNTY OF /-7�^ km�� \ ` ^v'-^^~- ~ / BEFORE ME, the under -signed t county and state, on this day personally appeared known to me to be the person whose name is subscribed to the f[hdegoing YinstrUrnent and acknowledged to me that he executed the aornS for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and oeo| of office this the ^��_�I oy of 2012. NOACOOKE STATE OF TEXAS Notary Public in and for�`' The State of TexasA M_ ^ SURVEYOR'S CERTIFICATION', Known All Men By These Presents: That 1, Darren K. Brown, do'hereby certify that I Ofiepared this plat and the field notes made part, thereof from an actual and accurate survey of the' land, and that the corner monuments sho ri'i 7 thereon were properly placed under my personal -supervision, in accordance with the, Subdivision Regulations of The Colony and Town of Hebron, Texas. Dated this the day of 2012. DARREN K. BROWN 5252 STATE OF TEXAS COUNTY OF COLLIN BEFORE ME, the undersigned authority, a Notary Public in and for said county and state, on this day' personally appeared Darren K. Brown'$' 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 and in the capacity therein stated. Given under my hand and seal of office this the day of, 2012. Notary Public, State of Texas My Commission Expires March 01, 2016 The Vate of Texas CITY OF THE COLONY SIGNATURE BLOCK "On the ay of 2012, this Plat!:`'iw" proved by 'the Planning op and Zoning Commission of the City of The Colony. Signed: Attest., Planning and Zoning Commission TOWN OF HEBRON SIGNATURE BLOCK "On the ay of, 2012, this bti��db I y approved by the Town Commission of the Town Of Hebron.) Signed: __—Attest: Mayor Town Secretary REPLAT ID ARKS OF AUSTIN RAN("_..H ADDITION 6 LOTS ON 21.499 ACRES OF LAND BLO PARKS OF AUSTIN RANCH ADDITION JOHN B. MARTIN SURVEY, ABSTRACT NO-. 827. IN THE CITY OF THE COLONY AND THE TO DENTON COUNTY, TEXAS City Project No. RP 12-0003 OWNER APPLICANT The Residences of' Austin Ranch No. 6, Ltd. Billingsley Post Oak Partners, Ltd. 1722 Routh Street, Ste. 1313 Fli led- f or. Recorel Denton Couritg ENGINEER SURVEYOR As a Plat Records Amount 00.00 Plano, TX 75075 Paula 6aines a ` ' / :2 C, C3 10 00 5 100 0 50 100 200 1 inch = 100 ft. E AIKIL i CHAREEL �RIINUENAINCE AGREaENT THAT THEE. RESIDIENCES OF AUSTIEN RANCH NO. 6, ir-1 D., a Texas liffLTed partnership, do hereby acimowledge to r", Texas, hereinafter the City of The Colony, 4 r)-&it-' viduallv and collective1v called City", that tifte City of The Colony is not responsible for the design, construct -ion, operation, maintenance, or use of any earthen channel, stormater detention basin, and/or associated drainage easements, hereinafter referred to as if inproveTrents, " to be developed and constructed by Omer or his successors. owner is responsible for the design, construction, operation, maintenance, or use Of said "ixrprovemerts" - Owner will indemnify, defend and hold harmless the City of The Colony, its officers, employees and agents from any direct or indirect loss, damage, liability, or expense and attorneys' fees for any negligence whatsoever, arising out of the design, construction, operation, maintenance, condition, or use of the "inprovements, 11 including any non-perfonvance of the foregoing. Owner will require any successor in interest to accept full responsibility and liability for the "improvements." All of the above shall be covenants running with the land. it is expressly contemplated that Owner shall impose these cover -ants upon Lot 1OX-R1 abutting, adjacent, or served by the llixrPrOverclentslf the full obligation and responsibility of maintaining, and operation said "improvements." NOTES: 1. Bearings are based on the Final plat of Parks of Auszin Ranch Addition as recorded in Cabinet U, Page 324, PRDCr 2. Selling a portion of this addition by metes and bounds is a violation of City ordinance and state law and is subject to fines and withholding of utilities and building pennits. 3. "Sidewalks (which are required in all residential districts and wherever pedestrian traffic may be generated) shall be constructed in accordance with the city of The Colony's specifications. The developer will construct sidewalks along the rear and side of lots that abut thoroughfares or which abut perimeter streets, or where an alley is adjacent to a thoroughfare. The builder on a lot will construct all other sidewalks on the front and side of lots on internal streets. Certificates of occupancy will not be issued until such requirements have been met." 4. Property owners Will be responsible for perpetually maintaining all -private streets and drive aisles. 5. Al! private streets and drive aisles are to be constructed in accordance with The city of The Colony specifications. 6. The City of The Colony shall have unrestricted and unlimited access to accommodate City vehicles, emergency and service personnel. 7. All corners are 1/2" iron rod with a plastic cap stamped "SPIARSENG" found, unless otherwise noted. S. The purpose of this replat is to remove the interior lots lines to combine 6 lots into 3. ----------- 4 --- - - - - - - - - - ---- i - 5ANTA CRVINA Z Z < U- z CABN, PG. 289 7" F McKAMYTRAIL i . ri cond nc. Variable Width R.O.M �5, UE 10' Town of Hebron Strip t Vor. Width DE & OTE Tramme Crow Doc No. 2011-87811 Com Inst, No. Trot/ Easement V!17 No. 45,54.4% Crow-1511litierley Doc* No. 2011-87812 2, Pg. = DOCT 2011-87810 N: 7072462.27 i Doo' No. 2011-87813 Va. 34K Pi;. 54 DRDCr ............... ........ Q2 7542501 13erkelcy. Lul. rN,,2740772433.98111 E. 6, ,65, 3 Vol, 3213, Pg, 576 DRUCT Q2476165.93 - - - - - - 2 Vol. 1502, Pg, 580 2 0' D E vat. W6, Pg 5� DVCT - - - - - - - - - - - 0' DE Doc. No. 15� UE 70,' T.R. - - - -asement - - - - - - -- �-4 - Doc. No. DRDCT -'1-----2071-87808 Doc. No. 2011-87806 POINT OF 2 11-87807 t�Vnr. �Width �DE& DT�� 7-77�� t:own of ""110' 271 "Ue", 0, ROOT 5,6 D P'. 5 Va� WL I ",,Do, 6 P Vol. 4279, Pg, 20865 - - - - - - Doc. No. 20' ) L7 BEGINNING J� � - - - - - - - - - - - - - - - - - - 1,401, 4281, Pg. j49 - - - - - - - - - --- 5 67"'W017"IE - 741.47- 0I ...... "I 4-377, Pg, 2097 8 - - - - - - - - - - - - - J - - - - - - - - - - - - - - - 380,46- - - ------ + DOW I I E0 Mo 02 -cl, A Z - - - - - ®- - - - - U. ..., . acwu'r4a ..... .... < T ------------ City of Th 7 lz� C, DE & DTF d Colony 1 0 2 011/ 16' 9 Doc. No. 2013-49180 OPRDCT U� Lot 1OX-RI, Block A 170' TR&L, Easement Vol. 532, Pg, 615 15' UE 2.935 Ac. * A I N: 7072284.48 Vat. 661-1 Pg. 438 1 (127,838 Sq. Ft.) D -/ 120111169 - - - - - - - - - - - - \ - - - - - - - --- U, OC16 E.- 2474904.55 Q*.00' 15 BC13 5L4 I 20111toe i 00--I 10' Oncor 11E FF - - - - - - - - - - - - -- 33193 1 1 --/-7-- -+ - - - - ..... eao K5 Il f - - - - - - - " - 2013 3 '10' Oncor UE L2013-33193 - - - - - - - - - - - - - - 2013-33193 - - - - - - - L c t L-4 I - - - - - - - - - 'I UE ...... Lot -�,\ r- 1 -tI fg� ........ ... - - - - - - - - 15' Trail R.O.W. Doc. No. I F removed Doc. No. 2011-169 2013-89903 >) , - 1 .11".. 1 1 1 1 * I 10' Oncor UE 15' UE Lot 8RI, Block A 2011/1 159 2013-33193 19 15' UE 8.347 Ac. 15 1 UE N, Lot A 0 5 (363,576 Sq. Ft.) 11F rr- 20111169 UE 20111169- OF AIIQ-;,,; RANCH A-D- 1 11 30' DE & VE 2011/169C I, E 20 20111169 F 10' Oncor UE---41 'I SVE 0' Oncor UE Oncor UE 2013-33193 10' 111169 2013-33193 -1 2013-33193 1 51 III 1 1475.0 5' Bldg. Line 66301 - - N., 707198L 15 21 -t - - 5 69P=26, W � 115&.06 E. 2475985.99 6ANTA CRI5-nNA <cn 60' R.O. 41 Doc. No, 2011-169 PROCT N 6W2Z2&'E 1076-06 .5- 22 25x25' SVE M 663�s {Ill.0 t - V Bldg. Line I5'X 10, UE J 201,11759 %20111769 0. III {-23 25'x25' SVE ez ��j 0 2011,1169ABSTRACT 1-4 CN 0z - N . 15' UE ,C) -\J r 10'Oncor UE I-�' I. F-J- 10' Oncor UE t- 0 IIIm 1117 24 < 10' Oncor UE g, fir, 20111169 is 2013-33193 20111169 2013-33193 �-T LU CS 15' UE L 25 cli L G t 20111169 h!" U T I Nit -2 PAR- A- UE V7' UE co z 15' Lot7R1,BlockA 0111169 20111169 I., - 2 r- -J 26 L 10.217 Ac. (445,067 Sq. Ft.} �7- 10, Oncor UE z D 12 201j-J3193 cz, 0 0 CC 0 0 27 tv CL I z Z CN Cr) a A 0 ------- BE `e I cs I /7 L 0 UJ 25'x25' SVE < c� = I / L-- Li J - - - - - - - Oncor UE 1: 0. C'*, 1 0 28 20111169 -'-1 25x25' SVE Z�, cv -t - - - - - - 5'x5' UE 2013-33193 110' Oncor UE (Ja L 10' Oncor UE 201, 11169 1: 1 2013-33193 20111169 Vor. Width '0 2013-33193 SVE Oncor UE Var. Width UE 11169 1 29 2013-331,93 5' Bldg. Line 190.04, 1: 1 201 V169 201 - 285,97' 130 ;--. 5 eisrw4v' W 4e6D" DAVIDSON 15T- N 86015ze, W 476,01' 5C2 LOT JO POINT OF ) (60' R.O. Cob. I, Pg. 101) W' BEGINNING C� D 01 Boil Z 5 0 2 16 SV� L 5 'X5' UE 20"1 Oncor ,9 J 01 2 Bldg. POINT OF BEGINNING < B it N.- 7071513.011 ul 6 :2476165,gJA Lot 9)� 13look A 0 PARKS OF AU6TIN Lac 6, Black A < RANCH A001*171ON PARKS OF AU6171N Doc No. 2011-169 PROC-1 ------- RANCH APPI"171ON Doc No. 2011-169 PRDCT pkf� kt�, -` Lat 9, Block 15 PARKS OF AUE51IN RANCH A00111ON CAR Y, PG. 342 Boundary Line Table Line Bearing Distance BLI S 86'44'18" W 60.06' BL2 S 8748'00" E 58-75' N 89'3250" E 170.96' BL4 LL!L3L50- W 171.08' Lcr1l; 11, Block 5 PARKS OF AU51IN RANCH AO0111ON CAB. Y, PG. 342 Boundary Curve Table Curve # Length Radius Delta Chord Bearing Chord Dist. BC 3.23' 486.00' 0'2252" IN 78*00'43" W 3.23' BC2 76 15' 514.00' 8*29'19" N 82*0357" W 76-08' BCJ 42.98' lJ5.i -T 17 S 24'3035" E --t2.80' BC4 81.831- 196.00' 23-55'18' S 21^40'08" E t 81,24' BC5 150.45' 116.50' 73'59'35' S 46-42'17- E 140.211' BC6 11 .33' 359,00' 17*46'07' N 87*2452" E I 10-6c' BC7 6777' 13200' 29*2456" S 86*4543' E 1 6701, BC8 120.18' 244.00' 28'13`13' S 811 E 118.97' BC9 89.91' 266-00 1 1922'01' N 89*2432" E 89-49' BCIO 50.31' 302.00' T32'43- S 85*40'49' E 50.25' 3C1 1 105,88' 1560,00' 3'53'19- N 843347- W 705.86' _, �29-56� 486.00' 1-07'49- s N 85-55'51 W 9.59' TRAMMELL CROW COMPANY NO. 43,54.4% Vol. 3212, Pg, 235 DRDCT Vol. 3486, Pg. 054 DRDCT BILLINGSLEY TRUST X robk% Vol. 3213, Pg. 576 DRDCT Vol. 3213, Pg. 582 DRDCT Lot 7, 13look A REP WOLF ESTATES M. L, PG. 506 Boundary Curve Table Curve f Length Radius Delta Chord Bearing Chord Dist. BC13 47.81' 287,00' 9*3243' N 85*40'49" W A7 77--1 -76' J BC14 94.98, 281.00' 1922'01' S 892432" W 94-53' BC15 112.79' 229.00' 28'I3'I3' N 86'09'52" W 111.65' BC16 75.47�' 147.00 2924560 N 864543" W 74.64 BC17 106.68 314-00' 17'46'07' S 872452' W 106.26' BC18 131.08' 101.50' 73'59 N 4642'17" W 2Z 1 �C BC19 88.09' 211.00' 23'55'18' N .21'40'08- W 87,4I5 BC20 3142' 120.00' 15-57'17" A' 25-39'09" IV 33-31' 18 1 17 1 16 "M LOCATION MAP 1"=1000' LEGEND (Not all items may be applicable) 1/2" IRON ROD WITH YELLOW CAP STAMPED "SPIARSENG" FOUND, UNLESS OTHERWISE NOTED IRF IRON ROD FOUND CIRF CAPPED IRON ROD FOUND CM CONTROL MONUMNET DE DRAINAGE EASEMENT DUE DRAINAGE AND UTILITY EASEMENT UE UTILITY EASEMENT WE I WATER EASEMENT SSE SANITARY SEWER EASEMENT SE SIDEWALK EASEMENT STE STREET EASEMENT DIE DETENTION EASEMENT R.O.111. RIGHT-OF-WAY BL BUILDING LINE z CENTERLINE -(A) BLOCK DESIGNATION FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM FLOOD INSURANCE RATE MAP (DRDCT) DEED RECORDS, DENTON COUNTY, TEXAS (OPRDCT) OFFICIAL PUBLIC RECORDS, DENTON COUNTY, TEXAS 4-1 SL3 It IS0 Ct 3 -it k cr I ID-� t 0Y1k9,/1k t I 11 � A- I \Y/A t I It L A-1 I ,4* L -2- , - Lb A- k / A- 40' PAIXDIN.KS O'F` AUS I RANCH ADDITION LOTS 7RL 8RI, AND 10X-R1, BLOCK A 3 LOTs-6N 2-1,499 ACRES OF LAND BEING A REPLAT OF LOTS 7R, 8R, 1,0X-R, 11X, 12, and 13, BLOCK A PARKS OF AUSTIN RANCH ADDITION JOHN B. MART IN SNUTTY, ABST RACT O. 827 IN THE CITY OF THE COLONY A ND THET OWNTOF HEBRON DENTON COUN T7Y TEX, AS City Pr ject No. RP 14-,r, o02- OWNER / APPLICANT The Residences of Austin Ranch No. 6, Ltd. 1722 Routh Street, Ste. 1313 Dallas, Texas 75201 Telephone: (214) 270-0986 ENGINEER / SURVEYOR Spiars Engineering, Inc. Contact: John Spiars 765 Custer Road, Suite 100 Piano, TX 75075 Telephone: (972) 422-0077 TBPE No. F-2121 Scale: 1" = 100' April, 2014 SEI Job No. 13-006 SHEET 1 OF 2 Por -'eron� 2M[64 riat F",ecopds 23, Y Sunn,�; .41 i-TATE OF TEXAS § COUNTY OF DENTON § WHEREAS The Residences of Austin Ranch No. 6' LTD., ore the owners of the following BEING o tract of land situated in the John B. Martin Survey, Abstract No. 827. City of The Co|ony, Denton County, Texoa, the subject tract being all of Lot 7R and Lot 13. Block A, Parks of Austin Ranch Additinn, an addition to the City of The Colony and the Town of Hebron, according to the rep!ot recorded in Document Number 2012-279 of. the Plot Recorde, Denton County, Texas, the subject tract being more particularly described as follows; BEGINNING at o 1/2^ iron rod with PiosUu cop stomped "SPIARSENG^ found at the intersection of the north line of Davidson Street /o 80' public right-of-woy\ and the muot line of Arbor Hills VYoy (60' Public Right -of -Way); THENCE N 00^37'132° VV. 402.71 feet along said east line of Arbor HJ|a VVuy, to o 1/2^ iron rod with plastic cap stomped ^SPIAR5ENC° found at the intersection of Arbor Hills VVoy with the south line of Santa Cristino /o OO' public right-of-way) for the northwest corner of Lot 7R' THENCE N 89'22'28" E. along the cnrnrnon line thereof, passing at 663.01 feet the conlrnVn corner between Lot 7R and Lot 13' continuing o total distance of 1078.06 feet to o 1/2= iron rod with plastic cap stamped ^BP[4RSENC= found at the intersection of Santa ChsUnn with the west line of Silver Oak Drive (o 80' public right-of-way) for the northeast corner of Lot 13; THENCE S 00'37'32" E. 448.78 feet along the ournnnon line between Silver Oak Drive and Lot 13, to O 1/2" iron rod with plastic cap stomped "SPk\RSENG" found at the intersection of Silver Oak Drive with the north line of YVindhovan Parkway (o 120' public right-of-vvoy); THENCE along the oornnoon line thereof, around o non -tangent curve to the right having o central oDg|8 Of 00T2252". o radius of 486.00 faet, o chord of N 78*00'43" YV - 3.23 feet' on arc length of 3.23 feet to o 1/2" iron rod with plastic cop stomped "SP|ARSENg" found; THENCE continuing along the oornrnon line thereof, around o reverse curve to the left having a central angle of 0EF28`19". o radius of 514.00 feet, m chord of N 82'03`57" VV - 76.08 feet, on arc length of 78.15 feet to o 1 /2" iron rod with plastic cap otornpod °rP|ARSEN{)° found; THENCE N 86'18'36° YV, along the oornrnon line between Lot 13 and Davidson Street, passing at 285.87 feet the oornnnon Corner between Lot 13 and said Lot 7R, continuing o totol distance of 476^01 feet` to o 1/2" iron rod with plastic cop etornpod =SP(ARSENG" found; THENCE S 86�44'18" YY. 60.06 feed continuing along the common line thereof, to a 1/2" iron nod with plastic cop stomped "BPk\RSENG" found; THENCE S 89~29'45" VV. 465.01 feet continuing along the common line thereof, to the POINT OF BBGiN0|NQ` and containing 445'067 square feet' or 10.217 acres of land. BEING o tract of land situated in the John B. Martin Survey, Abstract No. 827^ City of The Colony and the Town of Hebron, Denton County, Texoe, the subject tract being all of Lot 8R and Lot 12, Block A, Parks of Austin Ranch Addition, on addition to the City of The Colony and the Town Of Hebron, according to the rop|at recorded in Document Number 2012-279 of the Plat Records, Denton County, Texas, the subject tract being more particularly described as follows; BEGINNING at o 1/2" iron rod with plastic cop stamped "SPk\R3ENG° found at the intersection of the north line of Santa Chsbno (o public 80 foot right-of-way) with the east line of Arbor Hills Way /o public 60 foot right-of-way) for the upper onuthvv*ot corner of Lot 8R; THENCE N 00^37`32" VY. 255.11 feet along the oOnlnlun line thereof, to o 1/2" iron rod with p|oaUC cap stamped ^SPIARSENG" found for the westerly northwest corner of Lot 8R, and being the southwest corner of o tract convoyed to the City of The Colony, recorded in Document No. 2013-49180, Official Public Records, Denton County, Texas /OpRDCT1; THENCE S 86^4536" E, 435.08 feet along the uornrn8n line thereof' to o 1/3" iron nod with plastic cap stomped "5PIARSENG° found; THENCE N 03^14"24" E, 205.57 feat continuing along the oornrnon line thereof' to o 1/2" iron nod with plastic cap stamped °SP|ARSENG" found for the lower northeast corner of said City of The Colony Lroot' and being on the south line of o tract conveyed to Crow -Billingsley Berkeley, Ltd., recorded in Volume 1502, Page 580' Deed Reourdo, Denton County, Texas (DRDCT); THENCE S 87^48'00" E' 58.75 feet along the cornrnOn line therauf, to o 1/2" iron rod with plastic cap stomped "SP|ARSENG" found for the northwest Corner of o 15 foot trail right-of-way described by the aforementioned rep|ut; THENCE along the common line thereof, the following courses: Around a non -tangent curve to the left having m central angle of 1/'14`25", o radius of 135.00 feet, o chord of S 24^30'35" E - 42.80 feet, on arc length of 42.88 feet to a 1/2" iron rod with plastic cap stamped "SPIARSENG" found; Around o reverse curve to the right having o central angle of 23^55'18"^ o radius of 195.80 feet, o chord of S 21~40'08^ E - 81.24 feet, on arc length of 81.83 feet to o 1/2^ iron rod with plastic cap stomped "BPIARSENG" found; Around o reverse curve to the left having o central angle of 73759'35", o radius of 116.50 feet, o chord of S 46~42'17" E - 140'21 feet, on or: length of 150.45 feet to a 1/2" iron rod with plastic cap stomped "SPIARSENG" found; Around a compound curve to the left having o central angle of 17~46^07", o radius of 359.00 feet, o chord of N 87~24'52= E - 110.89 feet, on on: length of 1 1 1 .33 feet to a 1/2" iron rod with plastic cop stomped "SPIARSENG" found; Around o reverse curve to the right having o central angle of 29^24`56"' o radius of 132'80 feet, c chord, of S 86'4543' E - 67.03 #amt` on arc length of 67.77 feet to o 1/2= iron rod with plastic cop stomped "BP|ARSENG` found, Around o reverse curve to the left having o central angle of 28^13'13". o radius of 244.00 feet, o chord of S 86*09'52" E - 118.87 feet, passing the common corner between Lots 8R and 12, o bmto| arc length of 120.18 feet to o 1/2" iron rod with plastic cop stomped "GPkARSEMG" found; Around o reverse curve to the right having o central angle of 19'22'01~. o radius of 286.00 feet, o chord of N 89^24'32" E - 89.49 #yed' an on: length of 89.91 feet to a 1/2° iron rod with plastic cop stomped "SP<AGSENG` found; Around a reverse curve to the left having o central angle of 09^32'43". o radius of 302.00 feet, o chord of S 85~40^49" E - 50'25 feet, an arc length of 50.31 feet to O 1/2" iron rod with plastic cop stomped "SP|ARSENG" found; And N 8E732^50" E. 170'95 feet to o 1/2" iron rod with p|ooUo cop stamped `SP|ARSBNG^ found for the northeast corner of Lot 12 and the southeast corner of said trail, said rod being on the west line of that certain tract described in deed to the City of Piano, recorded in Document Number 20110311000266010 of the Deed Records, Collin County, Texas; THENCE SOUTH, 731.02 feet along the oornrnon line between Lot 12 and said City of Plano tnzut' passing the southwest corner thereof and the northwest corner of Pointe YVeat, on addition to the City of P|ono, according to the plot thereof recorded in Volume 2007, Page 253 of the Plot Recurds, Collin County, Texas, continuing along the oornrnon line thereof to o 1/2" iron rod with plastic cop stomped "SP|ARSENG^ found on the north line of YV|ndhoven Parkway /o lZO-font wide right-of-way); THENCE along the Cornrnon line thereof. around o non -tangent curve to the left having o central angle of 03~53^19^'. o radius of 1560.00 feet, m chord of N 84^33'47" YY - 105.88 feet, on arc length of 105.88 feet to o 1/2" iron rod with plastic cop stomped "GP|ARSENG" found; THENCE continuing along said oornrnon line, around o reverse curve to the right having o central angle of 01^07'49". o radius of 486.00 feet, o chord of N 85*55'51" VY - 9.59 femt, an arc length of 9.59 feet to o 1/2° iron rod with plastic cap stomped "3P|ARSENG" found at the intersection of 0Andhovan Parkway with the east line of Silver Oak Drive /o public GO foot right-of-way); THENCE N 00'37`32" VV` 518.12 feet along the cornrnun ||no thereof, to o 1/2^ iron rod with plastic cop abon1ped °SP|AR8ENG" found at the intersection of Silver Oak Drive and Santo Chatino, for an inset corner of Lot 12; THENCE S 89~72'28" VV, along the oornrnon line between Lot 8 and Santa Cristino, passing at 475.05 feet the monlrnon corner between Lots 12 and 8R, continuing o total distance of 1138,06 feet to the PLACE OF BEGINNING with the subject tract containing 363.576 square feet or 8.347 uon:s of land. BEING O tract of land situated in the John B. Martin Survey, Abstract No. 827. City of The Colony and the Town of Hebron. Denton County, Texas, the tract being all of Lot 1OX-R and Lot 11X, Block A' Parks of Austin Ranch Addition` on addition to the City of The Colony and the Town of Hebron, according to the rep|ot recorded in Document Number 2012-279 of the Plat Rouords, Denton County, Texas, the subject tract being more porbou|ody described as follows, BEGINNING at the northeast corner of Lot 11X. Block A^ being on the vYaat line of that certain tract described in deed to the City of Piano, Texas, recorded in Document Number 20110311000266010 of the Deed Reourds, Collin County, Texas, and being the southeast corner of o residual tract out of that certain tnzo[ described in deed to Tnornrnel| Crow Company No. 43' recorded in Volume 3212^ Page 235 and Volume 3485, Page 054 of the Deed Records, Denton County, Texas /DROCT\, also described in deed to Billingsley Trust JV, recorded in Volume 3213` Page 582 and Volume 3213. Page 576 (DRDCT), from which on "X`' found in concrete on the south line of /WcKorny Trail /o variable width right-of-way) for the northeast corner of said residual tract bears North, 177.19 feet; THENCE SOUTH, 174,77 feet along the common line between Lot 11X and said City of Plano troct, to o point on the north line of o 15' trail right-of-way described by the aforementioned plot; THENCE along the common line between Lot 11X and Lot 1OX-R, and said trail right-of-way, the following courses: S 88~32`50" VV` 171.08 feet to a 1/2" iron rod with plastic cap stomped "SPiARSENG" found' Around o tangent curve to the right having o central angle of 08~32'43", o radius of 287'00 feet, o chord of N 85~40'49" VY - 47.76 feet, an arc length of 47'81 feet to a 1/7" iron rod with plastic cop stomped "SP|ARSENG" found; Around o reverse curve to the left having a central angle of 19'22'01"' o radius of 281.00 feet` o chord Of S 89^24`32" VV - 94.53 feet, on arc length of 94.98 feet to a 1/2" iron rod with plastic cop stamped "SPIARSENG" found; Around o reverse curve to the right having o central angle of 28~13`13"' o radius of 228.00 feat, o chord of N 86*09'52^ VV - 117.65 fact` passing the oornrnon corner between Lot 11X and Lot 1OX-R' o total arc length of 112.79 feet to o 1/2" iron rod with plastic cop stomped "SP|ARSENG" found; Around o reverse curve to the left having o central angle of 78^24^56"' o radius of 147.00 feet, u chord of N 86'45'43" VV - 74.84 feet, on arc length of 75.47 feet to a 1/2" iron rod with plastic cop stomped "SPIARSENG" found; Around o reverse curve to the right having o central angle of 17~46`07". o radius of 344.00 feet, o chord of S 87~24'52" YV - 106'26 feet, on onu length of 106'88 feet to 0 1/2" iron rod with plastic cop stamped "SPIARSENG" found; Around a compound curve to the right having n central angle of 73*58'55", o radius of 101'50 feet` o chord of W 46~42'17" VY - 122.18 feet, on arc length of 131.08 feet to a 1/2" iron rod with plastic cop stomped "SPIARSENG" found; Around o reverse curve to the left having o central angle of 23^55'18", o radius of 271.00 feet, o chord of N 21~40^08" VV - 87.46 feet, on arc length of 88'09 feet to o 1/2" iron rod with plastic uop stamped "3PiARSEN{)= found; And around o reverse curve to the right having o central angle of 15'57'17", o radius of 120'00 feet, o chord of N 25^39,08" YY - 33.31 feet' on on: length of 33.42 feet to m 1/2° iron rod with plastic cop stomped "SPK\RSENG" found on the south line of o tract conveyed to Crow -Billingsley Berkeley, Lid', by deed recorded in Volume 1502' Page 580 of the Deed Records, Denton Countv, Texas; THENCE S 87~48'00" E. along the cunornon line between sold Crow -Billingsley Berkeley tract and Lot 1OX-R` passing at 380.46 feet the oQrnrnon corner between Lot 1OX-R and Lot 11X. and passing the intersection of the oornrnon line between Crow -Billingsley Berkeley residual trout and said Trornrne|| Crow Company residual tract, continuing along the south line thereof o total distance of 741.47 feet to the POINT OF BEGINNING, and containing 127.838 square feet or 2.835 acres of land. STATE OF TEXAS § COUNTY OF DENTON § That [ Kimberly Meyer, as Secretary on behalf of 428CO` inc, u Texas corporation, the general partner of The Residences of Austin Ranch No. O, Lid., o Texas limited partnership, do hereby adopt this plot designating the herein above described property as PARKS OF /\UST[N RANCH ADDITION, LOTS 7111, 81111, AND 10X-R1L BLOCK /\, on addition to the City of The Colony and the Town of Hebron, Texas` and do hereby dedicate, in fee sirnp|e, to the public use fonaver, the streets and o||eym shown hereon; and do hereby dedicate the easements shown on the plot for mutual use and accommodation of all public utilities desiring to use, or using oorne, said dedications being free and clear of oil liens and encumbrances, except as shown herein. The Residences of Austin Ranch No. 5, LTD., do hereby bind thernoe>ves, their successors and assigns to forever warrant and defend all and singular the above aeecribed stneets, alleys, easements and rights unto the public against every person whomsoever lawfully claiming or to o|oirn the some or any port thereof. No buildings, fences, trees, shrubs, or other improvements shall be Constructed or placed upon, over, or uorusa the easements on said plot. Any public utility shall have the right to remove and keep removed all or port of any buildings, fences' trees, shrubs, or other improvements or growths which in any vvoy endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these eoaernents' and any public Utility shall at all times have the right of ingress and egress to and from and upon any of said ooaernonts for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing all or port of its respective system without the necessity, at any time, of procuring the permission of anyone. Witness my hand this day of J2014. THE RESIDENCES OF AUSDN RANCH NO. 6. LTD., ^ o Texas limited partnership By: 42BCO' Inc., o Texas corporation its general partner By:1_�/AAA_ - � _-1/ H. Meye�15e-cretary STATE OF TEXAS § COUNTY OF DALLAS G This instrument was acknowledged before rna on this the ' 2014, by Kimberly Meyer, as Secretary on behalf of 428CO' Inc., o Texas oorporotion' ' the �enera| partner of The Residences of Austin Ranch No. 0^ Ltd.. o Texas limited partnership, on behalf of the corporation and limited partnership. Notary Public in and r The State of Texas NOTARY PUBLIC STATE OF TEXAS OF My Comm, Exp-07-21-2015 MUM Known All Men By These Presents: That |. Darren K. Brown, do hereby certify that \ prepared this plot and the field notes made port thereof from on actual and accurate survey of the \ond, and that the corner rnnnunnonbm shown thereon were properly placed under my personal suporvision, in accordance with the Subdivision Regulations of The Colony and Town of Hebron, Texas. Doted this the day 01 2014. co FDARWRENK. BROWN 52 Darren K. Bnovvn, RPLS 5252 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE WE' the undersigned authority, o Notary Public in and for said county and state, on this day personally appeared Darren K. Brown, known to me to be the person whose no me is subscribed to the foregoing instrument and acknowledged to me that he executed the scone for the purpose and consideration thereof expressed and in the capacity therein stated. Given under my hand and seal of office this the oy of 2014. JOY L. O'BRIEN Notor in and for My Commission Expires y Public. state of Texas Notary ibli F e S Oe 0 "On and Zoning Compission of the Signed: Planning and Zoning Comm sikn this Replat was duly approved by the Planning City Secretary TOWN OF HEBRON SIGNATURE BLOCK. _440� d 'O the�^e014` this Rep|at was duly approved by the Town Al Commission of th own Of Heb on. Signed:' Attest Mayor Town*Secretary SHEET 2[}F2 OWNER /APPLICANT The Residences OfAustin Ranch No. 6iLtd. 1722 Routh �� ----� Dallas, Texas 75201 F�leb for Record in the of`Niciul records o�N Telephone: /214l 270-0986 Denton County ENGINEER /SUR\/EYOR 0n: Muy 2�r2014 at 12:59P As u Spi@rs Engineering, Inc. Plat RecQPds PARKS UF Contact: John Spiays 0nc Number: 2014- 186 765 Custer Road, Suite 100 Ho of Puees: 2 Amoont 100.O0 Plan{, TX 75075 Telephone: /972\422-0077 Rece:pt Numher - 116828O 8y, TBPE No.F-2121 hmny Purl, April, 2014 SEZ Job No. I3-008 U --------- --------