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SN2259A
> LEGEND 4' POST (1 T TOMFRIM TRIBUTE, LP POB POINT OF BEGINNING FOUND SS3 (C pM1cR (PART OF TRACT IV) CM CONTROL MONUMENT (CM) q / CIRS CAPPED IRON ROD SET �P�� 99?O2 . cp��Fp o N41 �\ COUNTY CLERKR.PFR.D.C.TILE . 2019E129296 DETAIL "A" IRS IRON ROD SET 00 �G• �. ��70' F C IRF IRON ROD FOUND �O h p / S ND O �F/Q9 �C �jO \ » , ROW RIGHT-OF-WAY �F 1Go L / R,p 2p� /rs " -S v\ p� 1 SSE 1 = 50 ESMT EASEMENT lF �g�\ N16I / e PIPE POST SS0. R,OCSB�Fj4F) \\ �. SSE CA COMMON AREA F 1p�0 PQR FOUND(CM) 7�3i T 3 �It ry �a6 (IN SEPARATE 1 ` INSTRUMENT) UE UTILITY EASEMENTLOT DE DRAINAGE EASEMENT ���P�P �P / BLLOCK7L WE WATER EASEMENT Q�OF�PSF� / _- CDRARESMEA S8 ' � I / NP / SSE SANITARY SEWER EASEMENT PQ Q. F QF� r .�_ 15'x15' STREET ESMT SWSVPAUE SIDEWALK, SIGHT VISIBILITY, PUBLIC ACCESS, & UTILITY EASEMENT GARZA-LITTLE ELM DAM QF PQ / Pwf� o^ SSE F( 2020 "se°ass PWME PRIVATE WALL MAINTENANCE EASEMENT AND RESERVOIR 5 <s \ 'I j'' (BY SEPARATE aRFccM1 GRAPHIC SCALE r / ° \�.� i " INSTRUMENT) 52 TYP SWSVPAUE MFFE MINIMUM FINISH FLOOR ELEVATION (LAKE LEWISVILLE) / �� �'/ 61-\ I \s Mff o\ -_ ` 20'W DE BY SEPARATE 100 SEE NOTE #4 ° 50 too zoo BL BUILDING LINE SETBACK yF N Es 539 \ `,J D.E. % C15 INSTRUMENT) R RADIUS i Ao 5 ' M539 57 BY SEPARATE ��R r E7. �a O.Op" p 6 1.2T o ( o STREET NAME CHANGE + / O�PSG 0�P,1� NM53gp >P58 -s- - - - /C� INSTRUMENT) , p qs.on�� L53 ( IN FEET) �,$ / �� 9� ( MF 9° N > N w $ O 3 - C21 Lat J a=83 25 46 O `rst6' 0 p !� P of I 53 > ss r L\ 1 inch = 100 ft Z X�OJ p6j <sQ Jd' Pdy ; I \NNE 54 12.67'2. 9' I R=235.00' �•rcr� \ / �o \per RN As 145 0 352E L=342.19' yf /- 2, ROAD 4I LAKE LEWISVILLE SITE oir� o '� / •off '� "�'i 195' / 400 Ji ml , t9+ l CORPOHN. ,�j0j l5� gym.\� y,A9 ye s / / 9'� KPO os op0 a a I- / T=209.49 LOCATION MAP FOUND '�O / r- �- �� ` (p6 1225 .� /'C %5'F,� P(ZE, 40/O N p 13 I • • , N )� o M oo > N, ,+ w ChB=S18 5518 W (cM/ C14J�a� 1 lop/ , R,./'DD �N > N 160 %15 $•�; �,� 1 G81 CH=312.75 NOTES: S. >'� 39 0�' / �9 ' A� ' S >�\ 9 1� oo N N. nooYr, q• '� tJ1 sTOMFRIM TRIBUTE LP r y' // f. MFFE'. >\ O`•`' ,/ 6. Od N >`' 18 -! o. F^ 69 �` $+ a 1. SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF CITY 04 �35 �� N 5390 N �gwo xto O, (PART OF TRACT IV) ORDINANCE AND STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND 0+ APPROXIMATE 100 YEAR FLOODPLAIN / /� N6AO g. MFFEs > >\ w % �6� rtopO ' �19� '0 E• 2� �� COUNTY CLERK'S FILE / _ / o a N n. 53 �• �/ 'o °' '� i \ BUILDING PERMITS. PER FEMA MAP N0. 48121C0560G, / F,6• N e39 m \ �m h9 / A000 N > 20.o w oo. 'o�d U 'w� \ y .r`SO MAP REVISED DATE APRIL 18, 2011. / / / MFFED �', s/ A� 5 o- N E p12. ' N° N� N0. 2019E1 .T. 2. P.W.M.E.-PRIVATE WALL MAINTENANCE EASEMENT REFER TO THE TRIBUTE HOMEOWNER'S '� 52 � � N > 22 O � p0. U`a 5'N' N 11 No � \ % y>..� tTs , / / �31 <3 ` pR ASSOCIATION COVENANTS CONDITIONS AND RESTRICTIONS, AS SUCH AGREEMENT IS AMENDED r0 / / / t�\\ 0'r \� / ''� b'66G M g° N p °''�r• a0.9 a. o oo.u', m fn a7 51 i6 O GNO >,23 .Ow O. U`, 0 N �10Fap-? f \' 1 / 3j T �0 25 N w 'e w o• N s w `L FROM TIME TO TIME. ^h' LOT 61X // \ �.i>• jhn•9G�- ` i y'1 �FtS` M o 26- G 2aoo.,r, / �(, O po.r, ir9• \ ' MFFE \ A��� G / N gV - i 559. a y 5O W © , ' / g R 'W N > B • w BLOCK L o 90' ` �t"V 486 US, Rf CORP (6 5 N �' 6 °o.U; A9 3. ALL LOTS ARE LOCATED OUTSIDE OF THE PROPOSED 537-FT CONTOUR LINE AS SURVEYED COMMON AREA & / And PG A.Rt� �� MON. / / 5% Mh3q 0 > 49 0• 00 T ' 99 / be ' �5 s �� 7 w (7 o� DRAINAGE ESMT / 38 h• N A \ �F^^ AS ' 6g FOUNDg0 $ ON THE GROUND. .� h MFFE=C� \ `�r� Sjq CM) © �/' HO KF -� LOT stx I N N'-� w°•`T' >F-? \ iD' N > 5' w F` > 4. ALL COMMON AREA LOTS AS SHOWN HEREON ARE TO BE MAINTAINED BY AND DEDICATED h 539.0' % D n. - \N. 3 N N > o `b. fr, •*•\ \ o' Y yry ` -__ �Y>���� BLOCK'X. I > 47 'w 8 N P N a 4 • �•p0 / m >N ' _ _ / \ COMMON AREA / / o \P o. r, Aga/ g9 ' fiec N 'v ,3 \� ` N o oq o �� �\ �Er1 TO THE TRIBUTE HOMEOWNER'S ASSOCIATION (HOA) VIA THE EXECUTION AND FILING OF THIS / rN\ 39 \ \ I �i w 93 ' �[1 g'S \ \o. Np>� 3'oowo, F, 4•e`, -;� / N \ .o- (� t� �j�' FINAL PLAT WITH RESPECTIVE COUNTY. '�. / ,0 31.0� `5 I i �.► -� C3\ & / Oo. i1•, cO��^,O Off' 1A• 'i i 12 �� / ,r� ` >>�•• 7 \ DRAINAGE ESMT \ 4. N UE C N o+ i , \ o -1 o. u`, �• C,� 55 N ,� 13 , / p �Pk // / '\\ $ 00'" \ % Sg� \ / \ Sn'" >' 11 N.o, s°p0 ' ' qo. AIy� `nRO 25� N > �• Npp� 14� w \ �l'� v° 5. A 20'x20' SIDEWALK SIGHT VISIBILITY PUBLIC ACCESS AND UTILITY EASEMENT WILL BE AT 20 p9 w y1 5 w5�E� / 65' N0� .6°^ \>\\ 25 00 p0 N f" °. Y/ 2 ��. 15' w $. U`• O` ,, , 2 i e9fl M� S6 > $. r, 'P, '�. t0, �JG3 O ALL RIGHT-OF-WAY INTERSECTIONS MATH A BARRIER FREE RAMP. / cn''CZ�6• 10 'c$ww, 56'I 60' 11°14 � O. \t\ + 409 �0' `I+ `'p � 18$. w, ''L.a .A p( Y/ C9' �1 40 o-n •60. g0 > O w - O8/ b6 \> �� OO P �� / oi4) e4�,c W / \ of 1, l Qo MFF n 5' wp as qo1 ��/ 4 %Q"' 01 \ go• ww , 000sw \ No>�ti$- �° E. 09 ♦+0� �� 6. ALL FINISHED FLOORS SHALL BE A MINIMUM OF TWO FEET ABOVE THE 537 CONTOUR LINE �• ' P P" / �pl i A�0.2s- w ? 53s ' O ", �� �6%�5' U' ' '-+ \O� \ \ o op0 •`ro.o• 'I'�ti2 vP"0� 1 V `' �18 •°o.Yr, / ';r_ `•'\`w. 1 '�'7' / 6 / /' 7jD \ OR THE 100-YEAR FLOODPLAIN, WHICHEVER IS GREATER. APPROXIMATE / f,, r 3709' ; y NN E, N 45 O. t1; �\ / �` 18 N' �V 1 S76' �5�" > w S 12 Sg 15 SV(� ✓j1• N > O m\ \ >N. `0 LOCATION SURVEY UNE MONP '� \�(/ 5 r •� 1 'm \P�M3go > O w N > > Y7. tP, \ \ 9 n 00 \ \ S•R NpSE N > Np y�19 '$. U` 4 'FQ� N !\ \ lam/ _--�._ B.B.B. & C.R.R. /� °° 4g �%-1 41 0.;, 5 - w >1 44 o.u`, / \n 17 ` "w\ op0 w ww �2°' S's ' ,',20o w ,�bs N ',S C+ / / / �, \ 7. SIDEWALKS (WHICH ARE REQUIRED IN ALL RESIDENTIAL DISTRICTS AND WHEREVER SURVEY. #1 FOUND `h� / N56 -1 O �11 43 'o w t^ 150\' %8 �' > w l \ 1 25 i1O. .1y2 S N O O, o; > N. q 1 o.UL / > > $ s° bn.\ �7 cc o. 67 g° 4 21' w ,'90 o N > 12. \ ABSTRACT N0. 179 (CM) „�1 (01 50\ ,r -? 15 ,:, �' Q s N w $, , ,^ �5 -f i,6• o O�, 6 cosERv EASEMENT PEDESTRIAN TRAFFIC MAY BE GENERATED) SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE .. MfFE`, 1 m 152' YJ \/� f^ g0• \ \ 8 18 N N 22$•�• > 'h •\ $ 1` /SEPARATE INSTRUMENT] B.B.B. & C.R.R. SURVEY, / 1/21RF (CM) m 539\, `�, r1 1 g•37'Og > 4 / \ t5°o•�• 5w 90' oo \. oo , > oo " w O -? ,M , d ,-. %�° N N >�" w \ r m /,,L CITY OF THE COLONYS SPECIFICATIONS. THE DEVELOPER WILL CONSTRUCT SIDEWALKS ALONG THE ABSTRACT NO. 182 311.87 / } NP N N 57 w� ��\ Orw '8�°� •127.5E29000 �� \\ \ c^ 56�•12 60' 12°19, \u: '120225 NI w �`• 12�225w > 1 N0 a�23$ ,y,• 10 xE. 09 \0*E ,'-, .a 10� p0. c^ / 1 - - - - - ' " // cv '° N t 1 m o. o. 67 oo a 5 \ 67 �- 6� �-=REAR AND SIDE LOTS THAT ABUT THOROUGHFARES OR WHICH ABUT PERIMETER STREETS OR S89 33 51 W/ / MfF o >. 37 M M ri a2 \ N N �' go > y s 7 s n za$w0 94 / �6 AA N NOp� 90 $ WHERE AN ALLEY IS ADJACENT TO A THOROUGHFARE. THE BUILDER ON A LOT WILL CONSTRUCT + 1/2 cMv fi 539°r, 1 �1 nb1 o gI od .if o oo >, po.te' Z �/ tin ds ' 0� 00 o. N �2a• b; \�' O� w M • 12°'. 5w B'•• o. > 4 4 • ' N >, B'$w� r�- �,9`"6 ALL OTHER SIDEWALKS ON THE FRONT AND SIDE OF LOTS INTERNAL STREETS. IRF ( .53' 1 w ,12 / 6�`6�U•�. •122 m \o. ,�C1p �' Q _� ,,DOE • 36 \, i _ � / S� N `•r w � y \ \6 ' \2 ' $• > W . 5 E v 67y7: p• sg7 � `ow\ \\m E �-'/ O w � L -() en r 4' 6- 65 O� �' ,'P 10 $' `r' \ \ NN.v \ 14 E 'O 067�0 00 '<^� N `, S 6 O > 18 00 „ `OCD. " .99 2 '� N 6 0 O. U', "" /i 6 5" p• > wM o ae's 8. BASIS OF BEARINGS: BASED ON MONUMENTS FOUND ALONG THE WEST LINE OF WESTBURY ti ?O• O '`U N UE >N, •o w \ 25 12 \ N \,'\ O� w w' 0 Yt N > $.u; 1 P 0 •( 9l / '� a° A� 73y ?p. '-� N C5 yp" N \ > 9 o-w,,\ w \\ g7h2� - 2t E N. \ ` ,�.j25 tT 1 };25 N N o 5 0 py9 4'� saw, a�'"tF-''' �S�•Pc �&• / AT TRIBUTE PHASE 1B AS RECORDED IN DOCUMENT NUMBER 2016-2220 DENTON COUNTY PLAT ry •� 7 7 . !y uF''i" J SVfI !A N. \ \ <P 00 uL � - N O r 5 �- 67 O. c�61 \ > 4. 00. 49 / �✓/ gP Sl .� P '� P / O o / 'S '� '$ y2 s s N> o w ec -'� �5s ti r �' ry ry RECORDS. JU / S3 35 ��'�`!' S i SEE \ B O. U; \ 'r o N57 O� a,• / \. 5 >� p \>,i, 1. > o o.fr, •�4 L / le S1ti`N1' .._a C�gry1,� / W ._ / o. 7 �O• i •,�-53�''�'S6' a� i"°' 13 m o. \20• ,T,\V N` Oo� "v+ 'r . o� 5•v+ \.`71 \o. Np'� 3 •00 pis, '� `SEE !�P'` 1• rya' / cv � / �'' 44�� ?� ?o• �1�v y ssZ1 _ �\' �• �.\ oe PNME 12 NTI 725a U 22 25E \ m \? 225 °g 122 �. \\� 2' w oD ^ o ' 9. ALL CORNERS ARE ONE-HALF INCH IRON ROD WITH YELLOW CAP STAMPED "JBI" UNLESS 0/ A / _ •�^\'.^ •/`+ \ ar v 6'I 0h'L 6� 56 , a DETAIL r `' / - ' a8. y ' > > o $• °E e o o OTHERWISE NOTED. ¢ a ' 34 9, G--t5'BL 3 1n at \ > \ r, . 000 .w a: Q uEN ,20.00 .c• N67 000 \ +s ii S 4 20 ;,�, A. L5 / >ILI- <t ¢ // S • /' / / / '> N 10 N m 5 \ N 60`0�20•p0 < N. 6� 225 ��. \�.$. 12 r D\ O•p0 .,H >w O•°° 6� y 2 12 23 E �\ 1 25 12 25 �> 2� s99 F a2d n 4 9 >ti / 72 20 � s 3 �o a c d \\ N �\ s 5 13 > 225 '>\ >• �•17 p g7y2 %� V225i 3� ' •1 '� +�J- Q / 10. EXCEPT AS SHOWN ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD / 2`yf .32� w 1 5VI \ rn 13a3°w �$• Ng �2000 \\w56 30� Y1rFw S 00 \\ �"` N67 / a�' "Y o�A 1.0 c J� / o O .L o. oo . q op0 • o �^rn'� INSURANCE RATE MAP NUMBER 48121C0560 G, DATED APRIL 18, 2011, SUBJECT TRACT LIES IN a O / 02. 0+L- �i',' Zw > a o O \ w �. 25 $, 1#. -122 C 56a 24 E\ c �2 5 �2 5 ` `'� o` �+, o`� 5 / ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ry /00'• rr. d Z Z V7. AE N. S6 h2 '� N Sg \ �2 5 \. \' 7 2 `� 7 2 / S E. 14 \, ti F P c' W ¢ / 33 /' 'b o 1. 7•M1• \ 7 X N 'I 14 dd \ m. ! 7. �- Sg tit s; 6 y2 / F, d\ ? T O J 6f`b0� `♦> ? < •g'. 9g S2 ?o� ♦ -F O•��P / 5�� o 11. SETBACKS ARE ESTABLISHED IN ACCORDANCE WITH PD-18 AND PD-23. z¢32 \°� � 1 ♦/ /i `,15• 25 6 g. W \ f"nl 127. 25 5 �\ \ 120• 5Y! w,�,c (�' / Oc`6` s�aci°,,L•.• .F. /1/ �. \1 a �a° PP' / �E�P��' / v� ,0 1 L2 A /N6�•11 h2 5 E .$ \ 12g.8 a,w ` y'L25 .\- 577. 30 w `°ot s 6� 2� ,1•,> 07 2 eh z , 15 , `� y �i pW W / /II J 'Y N67 2d ro\ 0 1 5j7•4T5 N 56'I 1 40 C `a N 2 ;I 0 W S 1 2' S 1ol 10 W ,ri 26 AN / ' 13 E •? h°j o° V Cn �0, RF 1 I /z' (� F- r \s' 6 ry 1s 'tP. ♦ / o ��0 1 ,.� � 7 1/2 1 1n m - w 5 \ � >5.� � \ O ♦2 � ? '. �. Q ¢Q 31 J��O• Oc 1/2' (CM) % O• 11 I IRF i�jll 5 F) I� 1 I �(f �n,`r '3 `�R� ^,•J /� O 3 CM I 136.08' N N6?` h0 \ °�• °' \. �" ` d`'g\'Sry' 12 E o• ,�,a Oo /9R�� / �' ,'S86'29 •y\rb 1.G�4 l� V0 10 '\95\ �\ `a125 \'S g 0,,'h `LO•1�7 S84h 5IR/F8( C. / 14 1/2S8T28 25 IRF �LO 830 0 t6 () .1 B �13 9 192.00 IR.LLOCKZ M ) pEPh� WESTBURY AT TRIBUTE, PHASE 38 (CM) 4 132.03' i55.88' ° 28 \°S \ \ tl O COMMON AREA A / DOC. NO. 2019-219 N7 ' 6'44" I N84'pT N84'54'42E 1"' N �� o 74 I 31"W r g ? \ N88'04'20"E UTILITY ESMX ^ 1 1 S W > 1 172.47' " V / C CV ((0o1 13.98' n 9 tt / 29 U O O � 1/2' ro°j I 6 m 141.37' I a o v Og t•� 12 10 O U C ca25. N lq> ), L23 rl CJ O T �' O O IRF n' 17 / � I 8 P� N88'46'38"E O1 s/3.43• V • .� �l t0 • +� ��� ' '�. LOT 1 A j 12 3 (CM 7 / 7 P 29 I� I 139.06' ?S>, / 7 h / / p N6g3s 23' /n 'l N7S101, `o Ssg 36• Iro .l io v 74 i2 Wy a , 1 •� . 9 T COMMON / 28 13 J I� '�" �Nr0 37'W v 149, 9F I / I 8 v„ Nsl 9s 'h� "i /• NS ry �O �i / ,/2. 'Ax9 AREA r Q) `- • h ? / h 0 73; 9 IRF 9 2 1 18 N/p01 / v Ssg. 30 I 129.25' S>• / A 3 . A.� �O' / B 14 M� �Y sue' 1 7 fo ^$' 143s29. / �jm N7822'34'1y W " '/ 7 9 S!Y J r�� / (CM) 9 "o 8 •^ a 3s• u� Fob lv. 9 O y. 7 / 7 s/ J 2/00. N s 7 7 O- O W , s• 31 S 3' /�' y. 73. 9• wy F B 27 15 2g, a ^'� � sg ?9' O Ss >•J• /a 1 0• N N 2oq /�V S 1 °RF 19 .aYA m :V 4i/ qi W 9 > 4 0 y S>' //Y 3�) i ,� g 3s. /' / N .3 . o{V a S, � eM m 4 f / / y 75' 0 S5'• /2' Ns S•23' / /yN 6 a 3S a `33' WNs 1 0 /(//.J' ?S O RF ao 0 93 9' 6� >' 14 e4' O S6 0 2 / W .S?: 4' 4// � C' / a 7 9' e A- P CJ- W / h' 93 00• +� o P LOT 2 26 16 6? / / / 2 >. o - 32 6 b 7 7 0 7• r,,� 6 / / S0, v, S 13 s 2g, / />L ,�j Ns1 ?078, o hh h ¢ 15S> g / 7 �/ - B T 7 WESTBURY AT TRIBUTE, PHASE 1B 20 0 3 °p a 990- �G s3j ^� 7 3 , 1/2' f / /.0 SS9• a / �o COMMO 25 n 8 b> b Oo M 1 5 W O � � O DOC. N0. 2016-2220 �20 h'M .3 oOO. 3 4• /� �� � Ns3SQ7S, �^� N 7SO O /„� I / 6?per>. ^ RF cM 0 � Qom. REA G ` 5 5 0,� S 1 s / ./fib' O / �i' F 4i � / �] + _ / N 4 / 7 \3• "� ,q��[/ S �! /}, LOT 3A 16 O 4 N��•47<,p /t/2' y �� 3 3 s7 ��/ �' i 1 403. h' +yHtk`MONIyCS .� '�V"'/ Zp 44. (1RF(CM) // `VP�Q'� AREA 26 CITY CASE NO. FP18-0006 O 19 11 s NtF /� N ho �M ,3 S7, ,y 0 W f % O' V 1�• COMMON w s 1; �� �, M 2,.,' s4 ° ' ., Sti 5 °°' F �, o o FINAL PLAT 18 3 �P ( ) Eq FRANC `O " o y�' %•� 1 j 3 49 IV 9� 37�'>7 t �/ ��' C.1P 25 Z 15 ?0 SE,yE RISE Jse� N „ N W 1 '�/ 67' RF (CM) Ay 2 / Rpl4'll> It/6` " o a' i N66?°130 RF OY ,� / EGARDENS PHAAT IBUTE 1 ,9 2O ,o Q�� , R.o�Ts? 8362gy: 23Sk'n �� ''o a ¢' w v / CAB. X, PG 6 24 WESTBURY AT TRIBUTE, a �,� o p w oryN6;2a 4. ., 38 °0• IR2(CM) ' PHASE 4 20 9 40�10^6 13 RFSCQTI' .ry.P .� 1427•K, IRF �WESTBURY ANO. 2016ETRIBUTE, 2PHASE 1C1 // 23 / o (601, Sp 5 13 21 8 �J�o�?° is // 2 D RDw9 �+ z zCV 3 zz 15 178 RESIDENTIAL LOTS AND 7 COMMON AREA LOTS 3 O / COSERV EASEMENT NO ' / DOC. NO 2007-50501 LOTS 1-24, 25X-26X BLOCK AA; LOTS 1-24, 25X-27X BLOCK BB; 22 15 / 4 0 4 P•0•B• 2 a LOTS 1-22, BLOCK CC; O 1/2'IRF 1 �� B WESTBURY AT TRIBUTE, PHASE 5 (CM)/ zo �� LOTS 34-57, 61 X, BLOCK L; 6 6 21 20 / D `2021 �2 , c� 3 LOTS 1-7, BLOCK V, LOTS 5-20, BLOCK X; S / Benchmarks: BM 1) "X" set on center of curb inlet located along the west curb line of Lebanon Road, approximately 100 feet north of the intersection of Lebanon Road and Bonnybank. Elevation=550.85' BM 2) "X" set on center of curb inlet located along the east curb line of Lebanon Road, approximately 90 feet north of the intersection of Lebanon Road and Bankside. Elevation=546.03' BM 3) "X" set on center of curb inlet located along the east curb line of Lebanon Road, approximately 1050 feet south of the intersection of Lebanon Road and Haywick. Elevation=536.26' CURVE TABLE NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C1 4.39 0*54*51 275.00 2.19 N02104'10'W 4.39 C2 170.08 5*47*00" 1685.00 85.11 S43'21'50"W 170.01 C3 3.54 0'06'16" 1945.00 1.77 S28'10'11'W 3.54 C4 289.73 5520'06' 300.00 157.29 S64'1 9'43"W 278.60 C5 129.80 24'47'21' 3GO.00 65.93 N7936'06'E 128.79 C6 221.56 22'16'15' 570.00 112.19 N56'04'18"E 220.17 C7 30.71 423'55' 400.00 15.36 N11'10'54"W 30.70 C8 24.64 5'38'5e 250.00 12.33 S70'01'520W 24.63 C9 145.76 22*16'15* 375.00 73.81 S56V4'18"W 144.85 C10 88.43 20*16'000 250.00 44.68 N12'39'35'W 87.97 C11 226.12 43'11'06' 300.00 118.73 Nall2'020W 220.80 C12 218.76 50'08'10" 250.00 116.94 NO2'16'30'E 211.85 C13 195.98 5'04'51" 2210.00 98.05 S2448'09"W 195.91 C14 46.04 10'33'05' 250.00 23.08 N7228'S8"E 45.97 CURVE TABLE NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C15 9.18 220'1e 225.00 4.59 S32'18'280E 9.18 C16 82.77 18'58'09" 250.00 41.77 N32'16'39'W 82.39 C17 193.54 2826'010 390.00 98.81 S37'00'35"E 191.56 C18 186.03 533'05" 1920.00 93.09 S30'59'52'W 185.96 C19 93.61 2127'16* 250.00 47.36 S3516'34"E 93.07 C20 378.59 8325'46" 260.00 231.77 S18'55'18'W 346.02 C21 214.93 32'50'19* 375.00 110.51 S8337'35"W 212.00 C22 157.62 3141'12" 285.00 80.88 N44'47'36"E 155.61 C23 34.30 95'51'20' 20.50 22.71 S70'43'15'E 30.43 C32 33.02 1'50'45' 1025.00 1 16.51 N62-16.28"E 33.02 C33 31.41 1'50'45' 975.00 1 15.71 S62 16'28'W 31. 1732.4211 C34 32.21 1-50'45" 1000.00 16.11 S62-16'28"W LINE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 N061)5'300E 77.29 L15 S32'13'060W 49.44 L29 N21'24'31"W 50.48 L43 S88'52'33'W 95.63 L57 S22'07'520E 69.07 L2 S8249'44"W 49.39 L16 S30'37'150W 49.54 L30 N09'40'31"E 81.77 L44 S29'21'48"E 50.00 L58 N14'27'16"E 132.75 L3 S6429'39'W 49.39 L17 S29'01'18"W 49.54 L31 N72'46'03"E 59.50 L45 S60'38.12'W 43.98 L59 N28'41'310E 50.00 L4 S36'39'40'W 67.93 L18 S2721'06'W 55.21 L32 S70'09'34"E 59.46 L46 S60'38'12"W 43.98 L60 N46.00'12"W 225.16 L5 N36'39'40'E 18.32 L19 S25'49'11"W 55.21 L33 S6129'240E 24.61 L47 N631V50'E 10.39 L61 N43'16'14"W 103.37 L6 N5320'20'W 50.00 L20 S24'17'17'W 55.21 L34 S3327'38"E 85.45 L40 S6311'50"W 10.39 L62 N09-50'5eW 74.62 L7 S36'39'40"W 10.00 L21 S22'38'26"W 82.82 L35 S18'52'17'E 49.82 L49 N22'12'250E 25.00 L63 N22-47-35"W 126.77 L8 N3645'16"E 71.08 L22 S0858'56'E 10.60 L36 N31'59'35"W 77.80 L50 S67'47'35'E 25.00 L9 N60'38'12"E 43.98 L23 N81'16'250E 20.35 L37 N67'47'35" W 36.77 L51 S52'16'40'W 163.27 LID S26'48'10"E 50.00 L24 S22'15'44"W 42.15 L38 N22'12'250E 17.39 L52 S6712'25"W 35.46 L11 N72'51'19"E 23.15 L25 S77'45'30"W 24.92 L39 N67'47'35"W 25.86 L53 S52'16'40'w 5.41 L12 N46'00'12'W 90.16 L26 N6121'060E 264.40 L40 N64'15'37"E 37.37 L54 N20'321060E 188.69 L13 S3525'45'W 50.02 L27 S51'13'35'E 10.89 L41 N79'57'160W 25.74 L55 N1328'2eW 156.43 L14 S3349'08"W 49.73 L28 N76'37'09'E 25.00 L42 N63'11'50'E 10.39 L56 N22-47.35-W 246.00 `-1 W w LOTS 1-33, BLOCK W, LOTS 1-15, BLOCK Y W LOTS 5-17, 18X, BLOCK Z LOT - i � BEING 44.155 ACRES OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 1790 5 . U E;W B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 1829 20'x2O' THE CITY OF THE COLONY, DENTON COUNTY, TEXAS STREET SWSVPAUE TYPICAL LOT DETAIL NOT TO SCALE TP WESTBURY IV, LLC OWNER 320 West Main Street (972) 221-1199 Lewisville, Texas 75057 Contact: Kristian Teleki, P.Eng. JBI PARTNERS, INC. SURVEYOR/ENGINEEI 2121 Midway Road, Suite 300 (972)248-7671 Carrollton, Texas 75006 Contact: Bret Blankenship, P.E. TBPE No. F-438 TBPLS No. 10076000 OCTOBER 12, 2021 Sheet 1 of 3 Name: 44.155 acre boundary closure North: 7094504.5545' East: 2453919.5143' Segment #1 Line Course: N69' 36' 29"W Length: 504.57' North: 7094680.3670' East: 2453446.5652' Segment #2 . Line Course: N70' 47' 57"W Length: 120.25' North: 7094719.9149' East: 2453333.0046' Segment #3 . Line Course: N20' 23' 31"E Length: 185.19' North: 7094893.4992' East: 2453397.5322' Segment #4 . Line Course: NOW 05' 30"E Length: 77.29' North: 7094970.3528' East: 2453405.7342' Segment #5 . Line Course: S88' 23' 16"W Length: 130.69' North: 7094966.6758' East: 2453275.0959' Segment #6 Curve Length: 4.39' Radius: 275.00' Delta: 000'54'51" Tangent: 2.19' Chord: 4.39' Course: NO2' 04' 10"W Course In: S88' 23' 16"W Course Out: N87' 28' 25"E RP North: 7094958.9387' East: 2453000.2048' End North: 7094971.0629' East: 2453274.9374' Segment #7 . Line Course: S87' 28' 25"W Length: 192.00' North: 7094962.5997' East: 2453083.1240' Segment #8 . Line Course: N53' 20' 20"W Length: 136.64' North: 7095044.1848' East: 2452973.5140' Segment #9 . Line Course: S82' 49' 44"W Length: 49.39' North: 7095038.0193' East: 2452924.5103' Segment #10 . Line Course: S64' 29' 39"W Length: 49.39' North: 7095016.7518' East: 2452879.9338' Segment #11 Line Course: S36' 39' 40"W Length: 67.93' North: 7094962.2597' East: 2452839.3741' Segment #12 . Line Course: N53' 20' 20"W Length: 128.15' North: 7095038.7756' East: 2452736.5746' Segment #13 . Line Course: N36' 39' 40"E Length: 18.32' North: 7095053.4715' East: 2452747.5131' Segment #14 . Line Course: N53' 20' 20"W Length: 50.00' North: 7095083.3256' East: 2452707.4041' Segment #15 . Line Course: S36' 39' 40"W Length: 10.00' North: 7095075.3037' East: 2452701.4333' Segment #16 . Line Course: N53' 20' 20"W Length: 120.02' North: 7095146.9654' East: 2452605.1555' Segment #17 . Line Course: N36' 40' 14"E Length: 120.53' North: 7095243.6404' East: 2452677.1376' Segment #18 . Line Course: N36' 45' 16"E Length: 71.08' North: 7095300.5902' East: 2452719.6709' Segment #19 . Line Course: S89' 33' 51 "W Length: 311.87' North: 7095298.2179' East: 2452407.8099' Segment #20 : Line Course: N45' 21' 20"E Length: 575.76' North: 7095702.8075' East: 2452817.4523' Segment #21 Line Course: S66' 14' 40"E Length: 550.53' North: 7095481.0345' East: 2453321.3373' Segment #22 : Line Course: N55' 30' 50"E Length: 1063.28' North: 7096083.0705' East: 2454197.7601' Segment #23 . Line Course: S53' 20' 23"E Length: 99.10' North: 7096023.9009' East: 2454277.2571' Segment #24 . Line Course: S60' 51' 03"E Length: 265.84' North: 7095894.4142' East: 2454509.4297' Segment #25 Curve Length: 157.62' Radius: 285.00' Delta: 031'41'12" Tangent: 80.88' Chord: 155.61' Course: N44' 47' 36"E Course In: S61' 03' 00"E Course Out: N29' 21' 48"W RP North: 7095756.4611' East: 2454758.8168' End North: 7096004.8433' East: 2454619.0650' Segment #26 . Line Course: N60' 38' 12"E Length: 43.98' North: 7096026.4087' East: 2454657.3948' Segment #27 . Line Course: S29' 21' 48"E Length: 50.00' North: 7095982.8323' East: 2454681.9121' Segment #28 . Line Course: S60' 38' 12"W Length: 43.98' North: 7095961.2669' East: 2454643.5823' Name: 44.155 acre boundary closure (CONT.) Segment #29 Curve Length: 342.19' Radius: 235.00' Delta: 083'25'46" Tangent: 209.49' Chord: 312.75' Course: S18' 55' 18"W Course In: S29' 21' 48"E Course Out: S67' 12' 25"W RP North: 7095756.4579' East: 2454758.8136' End North: 7095665.4170' East: 2454542.1652' Segment #30 . Line Course: S22' 47' 35"E Length: 380.79' North: 7095314.3629' East: 2454689.6847' Segment #31 Curve Length: 34.30' Radius: 20.50' Delta: 095'51'20" Tangent: 22.71' Chord: 30.43' Course: S70' 43' 15"E Course In: N67' 12' 25"E Course Out: S28' 38' 54"E RP North: 7095322.3047' East: 2454708.5839' End North: 7095304.3158' East: 2454718.4083' Segment #32 . Line Course: N61' 21' 06"E Length: 237.34' North: 7095418.1042' East: 2454926.6928' Segment #33 Curve Length: 33.02' Radius: 1025.00' Delta: 001'50'45" Tangent: 16.51' Chord: 33.02' Course: N62' 16' 28"E Course In: S28' 38' 54"E Course Out: N26' 48' 10"W RP North: 7094518.5859' East: 2455418.1110' End North: 7095433.4664' East: 2454955.9217' Segment #34 . Line Course: N63' 11' 50"E Length: 10.39' North: 7095438.1514' East: 2454965.1954' Segment #35 . Line Course: S26' 48' 10"E Length: 50.00' North: 7095393.5232' East: 2454987.7414' Segment #36 . Line Course: S63' 11' 50"W Length: 10.39' North: 7095388.8382' East: 2454978.4677' Segment #37 Curve Length: 31.41' Radius: 975.00' Delta: 001'50'45" Tangent: 15.71' Chord: 31.41' Course: S62' 16' 28"W Course In: S26' 48' 10"E Course Out: N28' 38' 54"W RP North: 7094518.5883' East: 2455418.1155' End North: 7095374.2251' East: 2454950.6640' Segment #38 . Line Course: S61' 21' 06"W Length: 216.43' North: 7095270.4615' East: 2454760.7296' Segment #39 . Line Course: S88' 52' 33"W Length: 95.63' North: 7095268.5854' East: 2454665.1180' Segment #40 . Line Course: S52' 16' 40"W Length: 163.27' North: 7095168.6912' East: 2454535.9737' Segment #41 Line Course: S67' 12' 25"W Length: 35.46' North: 7095154.9539' East: 2454503.2828' Segment #42 Curve Length: 9.18' Radius: 225.00' Delta: 002'20'14" Tangent: 4.59' Chord: 9.18' Course: S32' 18' 28"E Course In: N58' 51' 39"E Course Out: S56' 31' 25"W RP North: 7095271.3056' East: 2454695.8634' End North: 7095147.1951' East: 2454508.1892' Segment #43 . Line Course: S52' 16' 40"W Length: 5.41' North: 7095143.8850' East: 2454503.9099' Segment #44 . Line Course: S46' 00' 12"E Length: 244.39' North: 7094974.1277' East: 2454679.7193' Segment #45 Curve Length: 170.08' Radius: 1685.00' Delta: 005'47'00" Tangent: 85.11' Chord: 170.01' Course: S43' 21' 50"W Course In: S43' 44' 40"E Course Out: N49' 31' 40"W RP North: 7093756.8315' East: 2455844.8007' End North: 7094850.5292' East: 2454562.9854' Segment #46 . Line Course: N46' 00' 12"W Length: 90.16' North: 7094913.1558' East: 2454498.1261' Segment #47 . Line Course: S38' 26' 38"W Length: 136.73' North: 7094806.0665' East: 2454413.1145' Segment #48 : Line Course: S35' 25' 45"W Length: 50.02' North: 7094765.3085' East: 2454384.1181' Segment #49 . Line Course: S33' 49' 08"W Length: 49.73' North: 7094723.9928' East: 2454356.4399' Segment #50 . Line Course: S32' 13' 06"W Length: 49.44' North: 7094682.1654' East: 2454330.0811' Segment #51 Line Course: S30' 37' 15"W Length: 49.54' North: 7094639.5334' East: 2454304.8477' Segment #52 . Line Course: S29' 01' 18"W Length: 49.54' North: 7094596.2139' East: 2454280.8138' Name: 44.155 acre boundary closure (CONT.) Segment #53 . Line Course: N61' 46' 41"W Length: 170.00' North: 7094676.6049' East: 2454131.0230' Segment #54 Curve Length: 3.54' Radius: 1945.00' Delta: 000'06'16" Tangent: 1.77' Chord: 3.54' Course: S28' 10' 11"W Course In: S61' 46' 41"E Course Out: N61' 52' 57"W RP North: 7093756.8372' East: 2455844.8061' End North: 7094673.4842' East: 2454129.3518' Segment #55 . Line Course: N61' 52' 57"W Length: 120.00' North: 7094730.0379' East: 2454023.5139' Segment #56 . Line Course: S27' 21' 06"W Length: 55.21' North: 7094681.0002' East: 2453998.1476' Segment #57 . Line Course: S25' 49' 11"W Length: 55.21' North: 7094631.3019' East: 2453974.1014' Segment #58 . Line Course: S24' 17' 17"W Length: 55.21' North: 7094580.9786' East: 2453951.3922' Segment #59 . Line Course: S22' 38' 26"W Length: 82.82' North: 7094504.5409' East: 2453919.5107' Perimeter: 8284.61' Area: 1923398.49 Sq. Ft. Error Closure: 0.0141 Course: S14' 53' 46"W Error North:-0.01361 East:-0.00362 Precision 1: 585051.77 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES AA-1 5,400 0.124 AA-2 4,800 0.110 AA-3 4,800 0.110 AA-4 4,800 0.110 AA-5 4,800 0.110 AA-6 4,800 0.110 AA-7 4,800 0.110 AA-8 4,800 0.110 AA-9 4,800 0.110 AA-10 4.800 0.110 AA-11 4,800 0.110 AA-12 4.830 0.111 AA-13 4.830 0.111 AA-114 4,800 0.110 AA-15 4,800 0.110 AA-16 4,800 0.110 AA-17 4.800 0.110 AA-18 4,800 0.110 AA-19 41800 0.110 AA-20 4,800 0.110 AA-21 4,800 0.110 AA-22 4.800 0.110 AA-23 4.800 0.110 AA-24 5.400 0.124 AA-25X 1,800 0.041 AA-26X 1,800 0.041 BB-1 5,400 0.124 BB-2 4,800 0.110 BB-3 4,800 0.110 BB-4 4,800 0.110 BB-5 4,800 0.110 88-6 41800 0.110 BB-7 4,800 0.110 BB-8 4,800 0.110 BB-9 4,800 0.110 88-10 4,800 0.110 BB-11 4,800 0.110 BB-12 4,834 0.111 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES BB-13 6,505 0.149 BB-14 4,800 0.110 BB-15 4,800 0.110 89-16 4,800 0.110 BB-17 4,800 0.110 88-18 4,800 0.110 BB-19 4,800 0.110 BB-20 4,800 0.110 BB-21 4,800 0.110 BB-22 4,800 0.110 BB-23 4,800 0.110 BB-24 5,607 0.129 BS-25X 11,562 0.265 BB-26X 1,793 0.041 BB-27X 1532 0.035 CC-1 6,740 0.155 CC-2 5,220 0.120 CC-3 5,220 0.120 CC-4 5,220 0.120 CC-5 5.220 0.120 CC-6 5,220 0.120 CC-7 5,220 0.120 CC-8 5,220 0.120 CC-9 5,220 0.120 CC-10 6.900 0.158 CC-11 6,926 0.159 CC-12 7,202 0.165 CC-13 7,752 0.178 CC-14 5,220 0.120 CC-15 5,220 0.120 CC-16 5.220 0.120 CC-17 5.220 0.120 CC-18 5,220 0.120 CC-19 5,220 0.120 CC-20 5,220 0.120 CC-21 5,220 0.120 CC-22 6,781 0.156 L-34 7,265 0.167 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES L-35 7,831 0.180 L-36 13,553 0.311 L-37 12,021 0.276 L-38 12,005 0.276 L-39 12,794 0.294 L-40 7,806 0.179 L-41 8,835 0.203 L-42 13,148 0.302 L-43 7,800 0.779 L-44 7,800 0.179 L-45 7,800 0.179 L-46 8,112 0.186 L-47 7,874 0.181 L-48 7,338 0.168 L-49 7.338 0.168 L-50 7,435 0.171 L-51 7.629 0.175 L-52 7,762 0.178 L-53 8,001 0.184 L-54 6,709 0.154 L-55 6,250 0.143 L-56 6,250 0.143 L-57 6,719 0.154 L-61X 330,664 7.591 V-1 11,024 0.253 V-2 9,182 0.211 V-3 10.843 0.249 V-4 10,033 0.230 V-5 10,408 0.239 V-6 9,150 0.210 V-7 9,241 0.212 W-1 7,417 0.170 W-2 5,750 0.132 W-3 5,750 0.132 W-4 5,750 0.132 W-5 7,736 0.178 W-6 8,135 0.187 W-7 9,284 0.213 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES W-8 9,936 0.228 W-9 9.146 0.210 W-10 8,154 0.187 W-11 7,541 0.173 W-12 6,609 0.152 W-13 6.600 0.152 W-14 6.600 0.152 W-15 6,900 0.158 W-16 6,900 0.158 W-17 6,900 0.158 W-18 61900 0.158 W-19 4,920 0.113 W-20 4,920 0.113 W-21 4,920 0.113 W-22 4,920 0.113 W-23 4,920 0.113 W-24 4,920 0.113 W-25 5,058 0.116 W-26 5,334 0.122 W-27 5,610 0.129 W-28 7,591 0.174 W-29 8,213 0.189 W-30 6,114 0.140 W-31 5,968 0.137 W-32 5,807 0.133 W-33 5,673 0.130 X-5 7,992 0.183 X-6 7,597 0.174 X-7 6,351 0.146 X-8 6,900 0.158 X-9 6,900 0.158 X-10 6,900 0.158 X-11 6,900 0.158 X-12 6,226 0.143 X-13 6,240 0.143 X-14 6,337 0.145 X-15 8,319 0.191 X-16 8,436 0.194 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES X-17 7.647 0.176 X-18 6,512 0.149 X-19 6512 0.149 X-20 7,789 0.179 Y-1 6,952 0.160 Y-2 5.032 0.116 Y-3 5.032 0.116 Y-4 5.032 0.116 Y-5 5,031 0.115 Y-6 5,711 0.131 Y-7 6,126 0.141 Y-8 7,250 0.166 Y-9 9,903 0.227 Y-10 7,831 0.180 Y-11 9,191 0.211 Y-12 7,695 0.177 Y-13 7,090 0.163 Y-14 6.354 0.146 Y-15 5,998 0.138 Z-5 6,152 0.141 Z-6 6,152 0.141 Z-7 6,139 0.141 Z-8 6,071 0.139 Z-9 5,820 0.134 Z-10 10,864 0.249 Z-11 10,723 0.246 Z-12 6,528 0.150 Z-13 8,287 0.190 Z-14 8.171 0.188 Z-15 5,880 0.135 Z-16 5,880 0.135 Z-17 5,880 0.135 Z-18X 10,547 0.242 CITY CASE NO. FP18-0006 FINAL PLAT WESTBURY AT TRIBUTE, PHASE 4 178 RESIDENTIAL LOTS AND 7 COMMON AREA LOTS LOTS 1-24, 25X-26X BLOCK AA; LOTS 1-24, 25X-27X BLOCK BB; LOTS 1-22, BLOCK CC; LOTS 34-57, 61 X, BLOCK L; LOTS 1-7, BLOCK V; LOTS 5-20, BLOCK X; LOTS 1-33, BLOCK W, LOTS 1-15, BLOCK Y LOTS 5-17, 18X, BLOCK Z BEING 44.155 ACRES OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 179, B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 182, THE CITY OF THE COLONY, DENTON COUNTY, TEXAS TP WESTBURY IV, LLC 320 West Main Street Lewisville, Texas 75057 Contact: Kristian Teleki, P.Eng. JBI PARTNERS, INC. 2121 Midway Road, Suite 300 Carrollton, Texas 75006 Contact: Bret Blankenship, P.E. TBPE No. F-438 TBPLS No. 10076000 OWNER Filed for Record in the Official Records Of: (972) 221-1199 Denton County On: 12/28/2021 8:11:10 AM In the PLAT Records OR/ENGINEER PHASE Doe Number: 202R16486 Number of Pages: 3 (972)248-7676 Amount:150.00 Order#:20211228000099 By: LV OCTOBER 12, 2021 Sheet 2 of 3 STATE OF TEXAS - COUNTY OF DENTON- DEDICATION STATEMENT WHEREAS, T.P. Westbury IV, LLC is the owner of a parcel of land located in the City of The Colony, Denton County, Texas, a part of the B.B.B. & C.R.R. Survey, Abstract 179, and being a part of the B.B.B. & C.R.R. Survey, Abstract 182, and being all of that called 44.155 acre tract of land described in deed to T.P Westbury as recorded in Document Number 2020-68455, Denton County Deed Records, and being further described as follows: BEGINNING at a one-half inch iron rod found at the south corner of said 44.155 acre tract, said point being the west corner of Lot 39, Block Y of Westbury at Tribute, Phase 1C1, an addition to the City of The Colony as recorded in Document Number 2016-2218, Denton County Plat Records, said point also being in the north right-of-way line of Prescott Road, a 60 foot wide right-of-way, THENCE North 69 degrees 36 minutes 29 seconds West, 504.57 feet along the south line of said 44.155 acre tract and along the north right-of-way line of Prescott to a one-half inch iron rod found for corner, said point being at the intersection of the north right-of-way line of Prescott and the west right-of-way of Richmond, a 60 foot wide right-of-way, said point also being at the most easterly corner of Westbury at Tribute, Phase 1B, an addition to the City of The Colony as recorded in Document Number 2016-2220, Denton County Plat Records; THENCE along the south line of said 44.155 acre tract and along the north line of said Westbury at Tribute, Phase 1B as follows: North 70 degrees 47 minutes 57 seconds West, 120.25 feet to a one-half inch iron rod found for corner; North 20 degrees 23 minutes 31 seconds East, 185.19 feet to a one-half inch iron rod found for corner; North 06 degrees 05 minutes 30 seconds East, 77.29 feet to a one-half inch iron rod found for corner; South 88 degrees 23 minutes 16 seconds West, 130.69 feet to a one-half inch iron rod found for corner; Northwesterly, 4.39 feet along a curve to the left having a central angle of 00 degrees 54 minutes 51 seconds, a radius of 275.00 feet, a tangent of 2.19 feet, and whose chord bears North 02 degrees 04 minutes 10 seconds West, 4.39 feet to a one-half inch iron rod found for comer; South 87 degrees 28 minutes 25 seconds West, 192.00 feet to a one-half inch iron rod found for corner; THENCE North 53 degrees 20 minutes 20 seconds West, 136.64 feet along the south line of said 44.155 acre tract to a one-half inch iron rod found in the north line of Westbury at Tribute, Phase 3B, an addition to the City of The Colony as recorded in Document Number, 2019-219, Denton County Plat Records; THENCE along the south line of said 44.155 acre tract and along the north line of said Westbury at Tribute, Phase 3B as follows: South 82 degrees 49 minutes 44 seconds West, 49.39 feet to a one-half inch iron rod found for corner; South 64 degrees 29 minutes 39 seconds West, 49.39 feet to a one-half inch iron rod found for corner; South 36 degrees 39 minutes 40 seconds West, 67.93 feet to a one-half inch iron rod found for corner; North 53 degrees 20 minutes 20 seconds West, 128.15 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; North 36 degrees 39 minutes 40 seconds East, 18.32 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; North 53 degrees 20 minutes 20 seconds West, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for comer; South 36 degrees 39 minutes 40 seconds West, 10.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; North 53 degrees 20 minutes 20 seconds West, 120.02 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner in the southwest line of said 44.155 acre tract, said point being the north corner of Lot 33, Block L, of said Westbury at Tribute, Phase 3B, said point also being in the southeast line of Garza -Little Elm Dam and Reservoir (Lake Lewisville); THENCE along the southwest line of said 44.155 acre tract and along the southeast line of Garza -Little Elm Dam and Reservoir (Lake Lewisville) as follows: North 36 degrees 40 minutes 14 seconds East, 120.53 feet to a one-half inch iron rod found for corner; North 36 degrees 45 minutes 16 seconds East, 71.08 feet to a one-half inch iron rod found for corner; South 89 degrees 33 minutes 51 seconds West, 311.87 feet to a Corp of Engineer monument found at the west corner of said 44.155 acre tract; THENCE along the north line of said 44.155 acre tract and along the southeast line of Garza -Little Elm Dam and Reservoir (Lake Lewisville) as follows: North 45 degrees 21 minutes 20 seconds East, 575.76 feet to a Corp of Engineer monument found for corner; South 66 degrees 14 minutes 40 seconds East, 550.53 feet to a Corp of Engineer monument found for corner; North 55 degrees 30 minutes 50 seconds East, 1,063.28 feet to 4 inch pipe post found at the north corner of said 44.155 acre tract; South 53 degrees 20 minutes 23 seconds East, 99.10 feet to a 4 inch pipe post found for corner; THENCE continuing along the north line of said 44.155 acre tract as follows: South 60 degrees 51 minutes 03 seconds East, 265.84 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; Northeasterly, 157.62 feet along a curve to the right having a central angle of 31 degrees 41 minutes 12 seconds, a radius of 285.00 feet, a tangent of 80.88 feet, and whose chord bears North 44 degrees 47 minutes 36 seconds East, 155.61 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 60 degrees 38 minutes 12 seconds East, 43.98 feet to a one-half inch iron rod with yellow cap stamped "JBI" set at the northeast corner of said 44.155 acre tract; THENCE along the east line of said 44.155 acre tract as follows: South 29 degrees 21 minutes 48 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 60 degrees 38 minutes 12 seconds West, 43.98 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; Southwesterly, 342.19 feet along a curve to the left having a central angle of 83 degrees 25 minutes 46 seconds, a radius of 235.00 feet, a tangent of 209.49 feet, and whose chord bears South 18 degrees 55 minutes 18 seconds West, 312.75 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 22 degrees 47 minutes 35 seconds East, 380.79 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; Southeasterly, 34.30 feet along a curve to the left having a central angle of 95 degrees 51 minutes 20 seconds, a radius of 20.50 feet, a tangent of 22.71 feet, and whose chord bears South 70 degrees 43 minutes 15 seconds East, 30.43 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 61 degrees 21 minutes 06 seconds East, 237.34 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; Northeasterly, 33.02 feet along a curve to the right having a central angle of 01 degrees 50 minutes 45 seconds, a radius of 1,025.00 feet, a tangent of 16.51 feet, and whose chord bears North 62 degrees 16 minutes 28 seconds East, 33.02 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 63 degrees 11 minutes 50 seconds East, 10.39 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 26 degrees 48 minutes 10 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set at the east corner of said 44.155 acre tract; THENCE along the southeast line of said 44.155 acre tract as follows: South 63 degrees 11 minutes 50 seconds West, 10.39 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; Southwesterly, 31.41 feet along a curve to the left having a central angle of 01 degrees 50 minutes 45 seconds, a radius of 975.00 feet, a tangent of 15.71 feet, and whose chord bears South 62 degrees 16 minutes 28 seconds West, 31.41 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 61 degrees 21 minutes 06 seconds West, 216.43 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner in the north line of that called 1.9272 acre tract described in deed to The Tribute Owner's Association, Inc. as recorded in Document Number 2008-28999, Official Public Records of Denton County, Texas; South 88 degrees 52 minutes 33 seconds West, 95.63 feet along the north line of said 1.9272 acre tract to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 52 degrees 16 minutes 40 seconds West, 163.27 feet along the north line of said 1.9272 acre tract to a one-half inch iron rod with yellow cap stamped "JBI" set at the east corner of that called 0.004 acre tract of land described in deed to The Tribute Owner's Association, Inc. as recorded in Document Number 2020-58464, Official Public Records of Denton County, Texas; South 67 degrees 12 minutes 25 seconds West, 35.46 feet to a one-half inch iron rod with yellow cap stamped "JBI" set at the west corner of said 0.004 acre tract; Southeasterly, 9.18 feet a curve to the left having a central angle of 02 degrees 20 minutes 14 seconds, a radius of 225.00 feet, a tangent of 4.59 feet, and whose chord bears South 32 degrees 18 minutes 28 seconds East, 9.18 feet to a one-half inch iron rod with yellow cap stamped "JBI" set at the south corner of said 0.004 acre tract; South 52 degrees 16 minutes 40 seconds West, 5.41 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 46 degrees 00 minutes 12 seconds East, 244.39 feet to a five -eighths inch iron rod found at the south corner of said 1.9272 acre tract, said point also being in the northwest right-of-way of Lebanon Road, a 120 foot right of way as recorded in Cabinet W, Page 268, Denton County Plat Records; Southwesterly, 170.08 feet along the northwest right-of-way line of Lebanon Road following a curve to the left having a central angle of 05 degrees 47 minutes 00 seconds, a radius of 1,685.00 feet, a tangent of 85.11 feet, and whose chord bears South 43 degrees 21 minutes 50 seconds West, 170.01 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner, said point being the east corner of said Westbury at Tribute, Phase 1C1; THENCE along the southeast line of said 44.155 acre tract and along the north and west line of said Westbury at Tribute, Phase 1C1 'as follows: North 46 degrees 00 minutes 12 seconds West, 90.16 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 38 degrees 26 minutes 38 seconds West, 136.73 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 35 degrees 25 minutes 45 seconds West, 50.02 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 33 degrees 49 minutes 08 seconds West, 49.73 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 32 degrees 13 minutes 06 seconds West, 49.44 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 30 degrees 37 minutes 15 seconds West, 49.54 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 29 degrees 01 minutes 18 seconds West, 49.54 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the east corner of Lot 4, Block Z of said Westbury at Tribute, Phase 1C1; North 61 degrees 46 minutes 41 seconds West, 170.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; Southwesterly, 3.54 feet along a curve to the left having a central angle of 00 degrees 06 minutes 16 seconds, a radius of 1,945.00 feet, a tangent of 1.77 feet, and whose chord bears South 28 degrees 10 minutes 11 seconds West, 3.54 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; North 61 degrees 52 minutes 57 seconds West, 120.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the north corner of Lot 36, Block Y of said Westbury at Tribute, Phase 1C1; South 27 degrees 21 minutes 06 seconds West, 55.21 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 25 degrees 49 minutes 11 seconds West, 55.21 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 24 degrees 17 minutes 17 seconds West, 55.21 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 22 degrees 38 minutes 26 seconds West, 82.82 feet to the POINT OF BEGINNING and containing 1,923,398 square feet or 44.155 acres of land. NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT TP WESTBURY IV, LLC THROUGH THE UNDER SIGNED AUTHORITY, DOES HEREBY ADOPT THIS PLAT DESIGNATION THE HEREIN ABOVE DESCRIBED PROPERTY AS WESTBURY AT TRIBUTE, PHASE 4, 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 FINAL PLAT FOR MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE, OR USING SAME, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS AND ENCUMBRANCES, EXCEPT AS SHOWN HEREIN. TP WESTBURY III, LLC. 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 SAME OR ANY PART THEREOF. NO BUILDINGS, FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID FINAL 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 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. EXECUTED this day of 2021. TP WESTBURY IV, LLC a Texas limited liability company By. TP Venture Holdings, LP, a Texas limited partnership, its manager By. Wynnwood Peninsula Partners GP, LLC, a Texas limited liability company, its general partner By. Matthews Holdings Southwest, Inc. a Texas coporation, its ma ger By. Name: Kristian T. Teleki, Senior Vice President NOTARY CERTIFICATE STATE OF TEXAS § COUNTY OF DENTON § Before me, the undersigned authority, a Notary Public in and for the said County and State on this day personally appeared Kristian Teleki on behalf TP WESTBURY IV, LLC known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the same for the purposes and considerations therein expressed and in the capacity therein stated and as the act and deed therein stated.. Given under my hand and seal of office, this -2a day of -_ :k& '2021. Notary Publicn a� a State of Texas ,�". MICHELLE HUNT r° F; Notary ID #3950656 ' My Commission Expires ar fi' May 27, 2025 SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: THAT I, MARK W. HARP, do hereby certify that I prepared this plat from an actual survey of the land and that the corner monuments shown hereon were properly placed under my personal supervision in accordance with the Platting Rules and Regulations of the City of The Colony, Denton County, Texas. 9,t�_4� MARK W. HARP, R.P.L.S. No. STATE OF TEXAS § COUNTY OF DALLAS § ........................ MARK W. HARP ........................ 6425 BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appeared MARK W. HARP, 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 consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office, this 12th day of October, 2021. ROSA M. GARCIA Notary ID 124892205 Notary Public in and for the State of Texas ?F" 'S ! Expires ApdI 13, 2024 OF SN2259A- S10, CO3, X01, X02 44003-A0179A BBB & CRR TR 7 & 8 11.2891 AC -ALL; 43997-A0179A BBB & CRR TR 6 9.83AC-ALL; 149116-A0179A BBB & CRR TR 4 0.198AC-ALL; 149115-A0179A BBB & CRR TR 3A 18.4619AC-ALL; 957847- A0179A BBB & CRR TR 6E(1) 0.0013AC-ALL; 957853-AO179A BBB & CRR TR 4A 0.028AC-ALL; 957848-AO179A BBB & CRR TR 7B(1) & 8A(1) 0.128AC-ALL; 534276-AO179A BBB & CRR TR 3B(1) 2.338AC-ALL; 563295-AO179A BBB & CRR TR 3B(2) 2.006AC-ALL CITY SIGNATURE BLOCK On the C;n1* day of Le 2021, this plat was duly approved by the Planning and Zoning Commission of the City of The Colony. Signed, / Chairman of the Planning and Zoning Commission Attest: City Secretary 094 CITY CASE NO. FP18-0006 FINAL PLAT WESTBURY AT TRIBUTE, PHASE 4 178 RESIDENTIAL LOTS AND 7 COMMON AREA LOTS LOTS 1-24, 25X-26X BLOCK AA; LOTS 1-24, 25X-27X BLOCK BB; LOTS 1-22, BLOCK CC; LOTS 34-57, 61X, BLOCK L; LOTS 1-7, BLOCK V, LOTS 5-20, BLOCK X; LOTS 1-33, BLOCK W, LOTS 1-15, BLOCK Y LOTS 5-17, 18X, BLOCK Z BEING 44.155 ACRES OUT OF THE B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 179, B.B.B. & C.R.R. SURVEY, ABSTRACT NO. 1829 THE CITY OF THE COLONY, DENTON COUNTY, TEXAS TP WESTBURY IV, LLC OWNER 320 West Main Street (972) 221_1199 Lewisville, Texas 75057 Contact: Kristian Teleki, P.Eng. JBI PARTNERS, INC. SURVEYOR/ENGINEER 2121 Midway Road, Suite 300 (972)248-7676 Carrollton, Texas 75006 Contact: Bret Blankenship, P.E. TBPE No. F-438 TBPLS No. 10076000 OCTOBER 12, 2021 Sheet 3 of 3 Filed for Record in the Official Records Of: Denton County On: 12/28/2021 8:11:10 AM In the PLAT Records WESTBURY AT TRIBUTE PHASE i Doc Number: 2021-486 Number of Pages: 3 Amount: 150.00 Order#:20211228000099 By: LV n