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SA0415ALINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S03'20.18"W 13.29' L16 N0428'31"W 50.00' L31 N40'00'11"W 111.57' L2 S08`16'03"W 134.74' L17 N40'00'11"W 14.56' L32 N4422'49"W 66.81' L3 S81'43'57"E 10.00' L18 N49'59'49"E 115.02' L33 N49'48'19"W 68.69' L4 N81'43'57`W 10.00' L19 N40'00.11"W 14.88' L34 N6494'05"W 68.95' L5 S08'16'03'W 16.41' L20 N4959'49" E 50.00' L35 N78.48'49"W 68.69, L6 N88'45'23"W 15.50' L21 S40'00'11"E 15.50' L36 N84'13'05"W 67.12' L7 S01'14'37"W 50.00' L22 N40'00'11"W 15.50' L37 N46'14'37"E 35.36' l8 S88'45'23"E 15.50' L23 N49'59'49"E 50.00' L38 S88'59'44"W 65.75' L9 N88'45'23"W 15.50' L24 S40'00'11 "E 15.50' L39 S49'59'49"W 7.50, L10 N01'14'37"E 50.00' L25 N0827'51"W 172.16' L40 S43'45'23"E 14.14' L11 S88-45-23"E 15.50' L26 S49'59'49"W 32.50' L41 N46'14'37"E 14.14' L12 N88-45'23"W 60.00' L27 S50-13.53"E 72.97' L42 S43-45.23"E 35.36' L13 N89'43'12"W 54.60' L28 N23'06'35'W 74.68' L43 N88'45'23"W 111.51' L14 S87'43.26"W 49.64' L29 S07'15'41 "W 60.85' L15 N044452'W 50.00' L30 S81'02'58"E 74.29' CURVE TABLE NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C1 35.96' 001'32'36" 1335.00' 17.98' S86'01'27"W 35.96' C2 15.79' 000'39'11" 1385.00' 7.89' N85'34'44"E 15.78' C3 14.88' 000'31'41" 1615.00' 7.44' S85'47'19'W 14.88' C4 1 15.52' 1 000 32'02" 1665.00' 7.76' N85-47-30"E 15.52' C5 1 128.61' 032-44'58" 225.00' 66.11' N23-37-42"W 126.86' C6 163.69' 005-43'08" 1640.00' 81.91' S88'23'03"W 163.63' C7 161.19' 03656'33" 250.00' 83.51' N21'31'54"W 158.41' C8 142.21' 005'59'28" 1360.00- 71.17' S88-14.53"W 142.15' C9 340.36' 048*45'12" 400.00' 181.25' S6422.47"E 330.19' C10 212.73' 048*45'12" 250.00' 113.28' S64'22'47"E 206.37' C11 234.86' 014'31'55" 926.00' 118.06' S79'30'39"W 234.23' C12 234.66' 014'56'20" 900.00' 118.00' S79-26.26"W 233.99' N07'49'1( 74.20' 10'X10' SIDEWALK & VISIBILITY SILVERADO ESMT. AT STREET INTERSECTION DOC. No. NOT TO SCALE LOT 10'X10' LOT SIDEWALK & VISIBILITY ESMT. (TYP) GRAPHIC SCALE VICINITY MAP 100 0 50 100 200 N.T.S. ( IN FEET ) bnch = ADD ft. LEGEND P.O.B. POINT OF BEGINNING CIRF CAPPED IRON ROD FOUND (CM) CONTROL MONUMENT BL BUILDING LINE 6 23 .°o. DATED APRIL 16, 2019. Q UE UTILITY EASEMENT 14 .'� �/ h9 00 °o. s7o. 3 p-� ROW RIGHT-OF-WAY \\6' .F 4 843 9'f N88'45'23"W " ct3 I J0 ,i 59 o r� Q �, 24,a� 291 1 M o I SSE SANITARY SEWER EASEMENT N49'59'49"E •�9�� ' `J�ak�Ooo /^ o�\ \ r �9 Oo 414p, 150.00' O d- I WME WALL MAINTENANCEDE DRAINAGE EASEMENT2• x \ $•�a°'\6 50.00' 50.00' 50.00' _o co U.E. 115.00 4N I STREET NAME CHANGE INDICATOR BY SEPARATE L24 O /ice 1 0� O- �2 �\ ry'%� 0 n o M o M N Z.- I a { . o o n INSTRUMENT / � .�J1 mid 9c�9 0° ?oe� 0 �z\\� N 26 ctO T 27 28 °2 f 29 3 I NOTES 0 m 1 2 CIRF �✓V P� GOOi/ 1� w/ �2 00 .�\ �YVt2o'BL 32.18'� - r -���- " BI"(CM) I L THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE os 20 �� s 1� h9a'� \ -C/O p z66'- og 93 - .A�2 52 46, W O "JBI"(CM) NUMBER 4202- NAD 83 ALL DATA CONTAINED HEREIN IS SCALED TO SURFACE WITH A (SURFACE TO GRID SCALE FACTOR 0.999849392677). L22 ° 9a , o, a° �� GG 5 �'� ao' ;g9° j' �' 3 ho° �� ��R s88'4523"E 2. THIS FINAL PLAT CONFORMS TO REQUIREMENTS PER THE CITY OF AUBREY ORDINANCE NUMBER 486-12, DATED : APRIL 15, 2014 OU �o ♦ ` 19 14 x ` .`•a"� � 139.28' S� �7.0 " ao , 3. WATER AND WASTEWATER FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DEVELOPMENT •�� �o sA �\ ax. 4 ory 4 -515 50-e ' R 60 I LOT 41X BLOCK GG R=1 �O oO AGREEMENT. MUSTANG SPECIAL UTILITY DISTRICT HOLDS THE WATER AND WASTEWATER CCN FOR THE PROPERTY. WATER AND WASTEWATER SEWER U.E. �� ��' .� i^♦ mp. �9 p ` \� j$ •� �`\O.a v 2oBL- ----I S88'45'23"E 0 • 1 BY SEPARATE rL a9 �i \ 9 0 `�' a9 R° !�`�7 O 5 0• ti 3 2.77, 3 3 I o 107.18' o o OPEN SPACE & L=15 469 FACILITIES WILL BE OWNED, OPERATED AND MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT. INSTRUMENT 5g °o ^��' \ �'�•'F \ �g9 ti6 s� \'' �"' o g y o • o I W o 30 0 _o DRAINAGE EASEMENT �� , 17 °4 `?y 0� 6 o $ o "� _ c" 1 ' w O T=77 9�4y 4. ROADWAY AND DRAINAGE FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DEVELOPMENT O o �'s• h 7 r ^ ¢ I � I S8115 28' "E m N ChB SO4 45 2O W AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WILL BE OWNED OPERATED AND MAINTAINED BY THE LAKES -FRESH WATER SUPPLY DISTRICT OF 1 2 CIRF 7 9 I -� I 115.28' n / ' of a . t " O I O M , i rho Po' a0 \ s° \ ati rye. rW L35 to NL43 I I Im o a "JBI"(CM) ^ d , DENTON COUNTY. 0°i 5 2 00 9y1 \\ v„• 2 ♦\ A 16 0 37.49' L36 I O IN 31 _ CH=1 `�5.59 '' h •a '' a .� �S • 1.20 50.51' so.00 I 115.28' o obi S. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 48121CO265G, REVISION DATE APRIL 18, 2011, 44 �Q �� e \ \ ,. 4s.4.1 5o.ao' so.00 Z sss 45'23"E 3stss' 3 o I SUBJECT TRACT LIES OUTSIDE OF SHADED ZONE A, A SPECIAL FLOOD HAZARD AREA (100 YEAR FLOOD OR 1 PERCENT ANNUAL CHANCE FLOOD) NO BASE ° /i •� s g ^ `� 0 17.67 I 5 00 1$' S0.66' 50.00 50.00 S0.00 61.00 50.00• so.00' f\^ I FLOOD ELEVATION DETERMINED. WHILE BASE FLOOD ELEVATIONS HAVE NOT BEEN DETERMINED BY FEMA DUE TO THIS AREA BEING A ZONE A, BASE FLOOD L1 ag, s `�'' a°j � \ ".s• "� .`1' 15 0, co .w W 1.11' �l Q I �50. N w w 7mnl O I I w I Q� \ A\ ag 1 ¢ - , �I I , 5- ME 3 13 I3 I3 I3 3 I M I ELEVATIONS I E. 100-YEAR WATER SURFACE ELEVATIONS ARE PROVIDED IN THE FLOOD STUDY PREPARED BY HYDROLINK ENGINEERING DATED APRIL 18, �" \ • °� \\C` \\5 43 r� `A \1 �c�k c�•\ \ �� 2� '^ N M 13 d• °' 'o O n' I „n1 o O i� n o n o n O n o W! _ . c�.o s w ro12a 11 Mo10 1�� �I 32 0 01 1 o�M I Mc'to /� ( ) ` ° 2 a� 5a°' 4 0 .a\`\ is o^ r r r I 1 w I a I ri33 ri �34 ri I ��3cj ui v 36 ,r� 1� 37 0 1 380 0 �i39 0 40 ci �tF x i I O 2019. cj9 p ? O O \1P 2 0 ^ J r I' ui ril :t \? $ S o •- I F n w � -- r r r• Ir_ w ,- I w � I� _ \d o; O FF c'• �1 �ti \ z z o - M I I^ w w' w r Ln ow \l as \,0• \S •� O y __12.38' __ 2o)�BLz I Q T I z I- - 10 � o ICO 1 6. ALL BUILDING LINE FOLLOW THE TYPICAL LOT DETAIL. KEY LOTS HAVE A 20' STREET SIDE BUILDING LINE. 1'7 5'UE 9a9 \ Fo`\ 42 A� s�,, �a5 5 .\�, �s z11 _ �37a -- ___J I I- ,- I ��B[n -_ u,- rn m - 1 m ,, (n as 7. SCREENING WALLS, LANDSCAPING, AND SIDEWALKS WILL BE MAINTAINED BY THE HOA. a o 50.48 50 4� o L Imo= -- - - 5a�� 8 °d .�� �s \'� `' gee °° `'�• ''' ��^�"'� es�°e z 65 oe ~2s 6 saoa o aQ- r0� --- --- I N40'00'46"W �� ,\`' 9a- \�. o- O ��a �1 F .ti 3 _ BLUESTONE LANE - °$ ' so 41 8. ALL EXISTING STRUCTURES ON SUBJECT TRACT SHOWN HEREON ARE TO BE REMOVED a9 'A a°j, c' �i .h 5 S88'45'23„E - 486.44' n 1/2"CIRF 109.46 9 °o .�\ ? p �s \ h9 °o �A. �� hM ^ ,� ' fig' { 0 R.O.W.) s6o.12, 124.50' J "JBI"(CM) I 9. ALL LOTS MEET MINIMUM SQUARE FOOTAGE. �� 7 M ,y^ z3 32. 1 fl4- a1 94 S1.64 40 .� N b ^ �.s uE - --0'� ��.$4' s� Q4 51 oa- �1 e4' so eo' • , „ a9 ha, --- ---- -------- - LOT 48x, BLOCK AA 10. ALL COMMON AREAS ARE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION ESTABLISHED FOR THIS DEVELOPMENT. N40 0011 W �'' 10 0; . \ \ °, s., 'o N 8 ry N 3 3 --O'i31--1�ts.6o �T 'a• a9 "'R\off v O �.\ ? 9 _o "� o, 3 3 3 --� I I OPEN SPACE AND c' . g \S1 R 9 S1h \\o' 6• 0 M 10 io m 0 i� b^ o n 3 3 I• 5'vVME 52.34�' S 39 fi b N r o, 11 o M 12 0 13 o M oo I i o 0 0^ 3 3 I I LANDSCAPE " S76 w o ui ui 14 d 15 16 q. 17 0! o n o I EASEMENT 10 11. NOTICE: SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS SUBJECT TO FINES AND WITHHOLDING 5 \ E 44, " 6 " ui ,n ¢i 18 6 ;0 19 • M S88'45'23"E al \ \ y 3g' $ y ^ ,n r r r r r r, r ui M 20 ui I I I 115.00' " 11 \ ��'�' 0 5228' fit 1 voi 5 0 0 0 ° `* a 21" o OF CITY UTILITIES AND BUILDING PERMITS. N39'59'29"W \ \\\ �6122�0 a 1°2' S2.2g' �' 8 445 57 49' �] 04' V) N �, ^ uoi a o r r I m 0 0 5'WME I ro 2 9 12. ALL CORNERS ARE ONE-HALF INCH IRON ROD SET WITH A YELLOW CAP STAMPED "JBI' UNLESS NOTED OTHERWISE. ,� m Sp•p8. 51Q� _51 04' M.04 5L04 rn Lf1 ' 51 04' S] Q4 N6� I 0 m I"' 99.96' L1 \ 38 "C I`h 51.04' 51.04' o S88'45 23"E q W S88'45 23" E �n36 i 35 rn o `u w W w W FF w w w ww 1` W mry N I 115.00' am S76'32'17"W �S 1, 130 f� r^ a'� 34,n1o33Mo32 �031 Mb30 �i� rnio Oi�. n• i.o. o��~w1 III gl 3 _1\ •` 37 O ,-- ,... 2 r cV Ui O O 029 O 28.M 27." 1 O 26 -"1 O ,nM 10 u,M Ip 'n "nj 00 ^I , JOo 128.57' b 1 .r to z b T to r to `E ui ui r 6 r vi a Ld 25 f ui24 v 22 I 1 I S88'4523"E ma 8 �1 5 Ern z z z� o -_o- o: o = S = r� z� r'I: 23 0* I 15.00' Z I� L - - - - - - - --- -�0@I� z z z z z z z z z o I 14.94 ----- - -- ---- 1� --- 1 I S88'45'23"E 0$ C4 $4 5t.04 SfiO4 t84' 1.84' SI 04' ;,04 -51 84' Jt.O 51 04- t0 ' a1.84' 9t(i4z 5tU4 Q p@� 7 �� .35' C6 115.00' u.E. `- - _ S88-45.23'E AUTUMN LEAVES LANE D.R. HORTON-TEXAS, LTD. An 50! 123.19' 814.56' 2.1 5 R.O.W. \ \ DEDICATION 0.157 ACRE S88-5O'27"E 236.63' a CA L30 1,048.2. 2s.09' _ <2� �-�g �• 3 .w 1 5'WµE N 19No 18 ^ 20 17 ' \ rJ� An6po 148.09' 1 o N� 4'18 �p N m N88'2T20"W I • �y0 I 1l6• w 1 ►� r 21 LOT 41 X BLOCK GG \ CALLED 68.12 ACRES B&B SAND AND GRAVEL, INC. \ \\ DEED DOC. NO. 2018-45267 DEED OF TRUST DOC. NO. 2018-45268 � RPRDCT P.O.B. 1 /2"CIRF "JBI"(CM) II 1,284.86' I ,/2"CIRF L1 „JBI"(CM) • �=4 5 " R=1,13 0' -- L=97. 11'. - _ 1 /2"CIRF "JBI"(CM) T=48. ChB= '48'11 APPROXIMATE LOCATION OF THE 100-YEAR FLOOD =9 18' SHADED ZONE A ACCORDING TO FEMA COMMUNITY ' MAP NUMBER 48121CO265G MAP REVISED APRIL 18, 2011. I \ 16 �\ s�y�/ / aa. SppAp OPEN SPACE & 1/2" IRF ( �� �, �, p �, °o o• 8 L3 DRAINAGE EASEMENT "JBI" CM) s. a I O' �'t•'F \oti a°� �oo\ '`�o��, A \\ �a9\\6 22agppr1% ANNUAL CHANCE 1/2"CIRF FLOODLAIN PER THE FLOOD "JBI"(CM) I �a9 15 STUDY .� \�Q 9�. `\ 900, 00 0°' 's° STUDY PREPARED BY HYDROLINK ENGINEERING I �. BY SEPARATE J - - _ _ - I gg (TRACT 2-CALLED 516.690 ACRES) INSTRUMENT �� 50' R.O.W. IS88'45'23'E "1 O ( g 115.00' 6 DOC. N0. 2017-139975 C3 f 77 - _ SD,BQO_ 5II 00 50 00- 30.00 50 00 50 00 50.00 Sir00 -50 d0 So.oO' 5V 00 5D.00 5D.00' 50 00 0 0�• I O I { _ --- -- ---- --- p I 6 3 3 C 3 3 3 3 3 3 3 20'BL 3 k3 - Wr--I I 4� I S88'45'23"E 2.0;'1 O!'1 4 pM. 5 Ornj 6 OM 7 OM 0� 0"' e On 'On 3 0I= In 3 I• - I =o uiv uid .t ov $ OM 9 0�10o„n� oM o`� an o n o Mon I� I 115.00' w 5 mr vir r,=- ri� �d vim o,t 11 �v12 6' 1338r)14u11�1 r� " IM I `' 1 ¢ o o �r w.-1r w� r16�i 7 d M O n oo 11= `�5�WME lr m m uoi - voi - vo o o o IN 101 7m; I S88'45'23"E Q^ O_ -�- �$� vi n 1f_ 15'WM Im u,l l oo © ;6 115.00' (�� OM - -- - -- - - - "' h w ry Wo 4 o 1165.75' 51.48' 50.00' 50.00' 50.00' S0.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 60.001 Ni Q h 8 0 N M CJ I M O 1 W W W W W W w gg z 134 N 33 0 32 ,ri 0 n o ^ o o M o w w w W w w W I I Q S88'45'23"E ui I- O o M M M 11 W I 115.00, I-. o z Z I �� 31 �o30�g29�o28 �"27'0 � �� Mo ;.- �• �_ w 0 26 . 0 25 • 0 24 • o M o 0 0 . g Q FINAL PLAT S� z^ zT om-' o o Z� a r^^23�22To21^20r19o18 ; Ji 9 zN wo 3 SILVERADO WEST z z z z z o 0 0 0^ r ,� J S88'45 2FE �. --- _ 20'BL Z Z z z o o I J PHASE 4 C2 ---- --- --- --- --- --- ---- -- z ---= Z -' z=- I = 115.DQ' 2 SA0415A G01, S02, W41 �o.ea' Saoa Soso' se.ea 5a�o Soso' se.ae saoo 3oeo' 50-0e=-Soso' §e.Qe Saos -saoc� I I 10 U. E. 40.05 102.16' I S88'45 23"E I W I S88'45'23"E 9 BY SEPARATE I+� 58 94.55'- - 814.56' BREEZEWAY DRIVE Z •,; 115.00' INSTRUMENT --� -5�02 46s' -so:o 720.00' (50' R.O.W.) O gi 11 1 BLOCK AA, LOTS 1-31, 48X; , C1 __-- -zoeL --- o I60�0'-50.00• 50.00' - ° 0 - --- SO - - o o sQ.00' So Oo T. o So.oQ �� � BLOCK CC, LOTS 16-18; BLOCK EC LOTS 1-34; TS 1 BLOCK • � 3 �i,1 N 1 r'--- 20BL '-- -- ---� ---- --f- = I S8815003 E �1 3 375E ---- ____ _ _T- 52411 - A0036A J BRIDGES, TR 14, 66.5AC/PART FF, LOTS 1-44; BLOCK GG, LOTS 14-40, 41 X; BLOCK NO3'12'15"W 16 17 "' 18 1� - i o M a 0 3 3 o M 3 n 3 - 3208E 3 -� g; 12 TIMBER CREE - pI S68'45'23"E LANE 52419 - A0036A J BRIDGES, TR 15,1 6, 47.89AC/PART HH, LOTS 1-20; BLOCK JJ, LOTS 7 „ ef• M O O M. M O 1`• n n 11529' r'g mr I ai^ I 1 .nr 2 �T 3 uoiv 4 �� 5 0 6 6r 7 o"n1 $ ¢id -r- 00!1 $M Ig w mGC N I �� I r -'- r ui� �r9-r10ui�11uid12^�131 li• 115.00' 492.4' O ;;� ^05 N �� S88_� " �NBB�0 ^�_ ^ s' , ^0 T �568'413 g 9 52420 - A0036A J BRIDGES, TR 13, 28AC/ALL L14 L, 3 L12 I o.00' 50.00' So.00 50.00' 5o.oQ' so.00' soOQo 50.00' so.00' So.00' - -I o z s _01- 190 TOTAL RESIDENTIAL LOTS w W m 150 744655 - A0036A J BRIDGES, TR 13A, 5.00AC/ALL o s Q o I I w W W W so.00' So.oO' 60.00 2 OPEN SPACES X... I n0 n0 n. n- i. i.• �' w w w w w 1 aI 14 $ N01'14'377EMI 26025o24S23S Mg MO n n x . 0=220�21��20r�19 �18T�17 16o-N15 14�� MIss8500' ¢N 11500' n _ _ _ M - z z z o a Z z z z z^ Z- z+ t 15 ' L1 L=-- 24a� _ ,,L• Z z I 7 47.092 ACRES OUT OF THE -___ _ _zQal __ J S8845'23"E mN JAMES BRIDGES JR. SURVEY, ABSTRACT NO. 36 `� �0 °Q- 30 80'0& �0°- �o eo' °o a0a �o °o sQ.os aoca -�o eo' sQ.Qs 1 109.20' m Z THE LAKES FRESH WATER SUPPLY DISTRICT U.E. o PLUMLEE LANE R� ° CITY OF BY SEPARATE IJ 40.50' - s884523"E 720.00 �Yz� 16 d o 6 AUBREY ETJ, DENTON COUNTY, TEXAS INSTRUMENT �i (50 R.O.W.) - - L 1 rso Qo'- ao Qo �o.00 so oQ so,10 ao.00 Soso 50 00 so.00 so 0o so 0o so.00 s �' 8S 3a'w 5 ---- / Ns 1js38 r----------- 6 o 1120•BL 7 5 UE - --- USES NUMBER SQUARE FEET ACREAGE DENSITY RESIDENTIAL LOTS 190 1,219,882 28.005 4.035 OPEN SPACE LOTS 2 461,438 10.593 SPECIAL USE LOT 0 0 0 RIGHT-OF-WAY 370,013 8.494 TOTAL 2,051,333 47.092 o f " .r 3 PIS pM or oi� 3--- 20BL--lq'�� oi� 17 I N01'1437 E �Im31 ��3ooM 29� ' j$ON1 p 0^ V7d Oy 0n iI� r vim m" O"' 01� O'n o!q h1� o,� �P.u+q ,15.00' ^�27uid26�a25�r24�r23�dM22�T21on � o - o r r o o Ui 1 s -a ��^�, u; 4 20 0 -0. 19 r Ui ° 4 �, N 1n En o o m - o or 1s s °iy 1/2"CIRF p=0 " Ma 27 20 Sheet 1 of 2 __ 1/2"CIRF "JBI"(CM) m 5'tMAE con N fiII Qi1 O D ' �D DD' 5f1Q[L OLD ' 50 DD' 5aa� 00 Dno' eD= 0. ' _dOM' W.20' '45' vo - I "JBI"(CM) R=1 130.00'3 Q N 3"W 1 18 17 16 15 �' SILVER Do wE r PHAs 3 C 2 21-482 32 885. 0' 1/2'CIRF "JBr'(CM) L=2 T=1 4' 7 D.R. HORTON-TEXAS, LTD OWNER/DEVELOPER 19 � 20 o 40 41 42 43 44 45 46 47 ChB r " S01-1647 W . 4306 Miller Road, Suite A Rowlett, (214) 607-4244 Filed for Record 21 �L 22 Z w" CH Texas (817) 928-6139 FAX Denton counRecords of: 1 Email: dbooih®drhorton.Com :35:47 AM n: 712812022TRecords PONDEROSA TRAIL In the PLAT Records I JBI PARTNERS, INC. SURVEYOR/ENGINEER SILVERADO WEST PHASE 4 Doc Number: 2022-291 Number of Pages: 2 2121 Midway Road Suite 300 Y (972)248-7676 Amount: 100.00 Carrollton, TX 75006 (214) 248-1414 FAX Order#: By: BH Engineer: Bret Blankenship TBPE No. F-438 TBPLS No. 10076000 STATE OF TEXAS COUNTY OF DENTON N WHEREAS, D.R. HORTON-TEXAS, LTD„ is the owner of a parcel of land located in Denton County, Texas, a part of the James Bridges Jr. Survey, Abstract Number 36, and being a part of Tract 2 (called 516.690 acres) described in deed to D.R. Horton -Texas, LTD. as recorded in Document Number 2017-139975, Real Property Records of Denton County, Texas, and being further described as follows: BEGINNING at a one-half inch iron rod with yellow cap stamped "JBI" found at the northwest corner of Silverado West Phase I, on addition to Denton County, Texas as recorded in Document Number 2021-487, Real Property Records of Denton County, Texas; THENCE along the west line of said Silverado West Phase I as follows: "JBI" South 03 degrees 20 minute 1 - s 8 seconds West 13 fe et eet to a one -half e half inch iron rod with t yellow cap stamped I JB found for Ye P P 0 o corner; Southwe sterly, 97. 1 fe et eet along a curve to the right having Y t av a central angle of 4 r 9 9 9 g 0 degrees 55 minutes 44 seconds, a radius of 1,130.00 feet, a tangent of 48.64 feet and whose chord beers South 05 degrees 48 minutes 11 seconds West, 97.18 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 08 degrees 16 minutes 03 seconds West, 134.74 to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; South 81 degrees 43 minutes 57 seconds East, 10.00 feet to a one-half inch Iron rod with yellow cap stomped "JBI" found for corner, said point also being in the west right-of-way line of McNutt Road, a 120 foot right-of-way, South 08 degrees 16 minutes 03 seconds West, 207.40 feet along the west right-of-way line of McNatt Road to a one-half inch iron rod with yellow cap stamped "JBI found at the northeast corner of Lot 1X, Block J of said Silverado West, Phase 1; North 81 degrees 43 minutes 57 seconds West, 10.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the northwest corner of said Lot 1X, Block J; South 08 degrees 16 minutes 03 seconds West, 16.41 feet along the west line of said Lot 1X, Block J to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; Southwesterly, 155.69 feet along a curve to the left following the west line of said Lot 1X, Block J and having a central angle of 07 degrees 01 minutes 26 seconds, a radius of 1,270.00 feet, a tangent of 77.94 feet and whose chord bears South 04 degrees 45 minutes 20 seconds West, 155.59 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner, THENCE South 01 degrees 14 minutes 37 seconds West, 154.37 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the southwest corner of Lot 41X, Block GG, Silverado West, Phase 3, an addition to Denton County as recorded in Document Number 2021-482, Official Public Records of Collin County, Texas; THENCE North 88 degrees 45 minutes 23 seconds West, 15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 01 degrees 14 minutes 37 seconds West, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 88 degrees 45 minutes 23 seconds East, 15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for at the northwest corner of Lot 48X, Block AA of said Silverado West, Phase 3; THENCE South 01 degrees 14 minutes 37 seconds West, 952.26 feet along the west line of said Lot 48X, Block AA to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; THENCE Southwesterly, 2.74 feet along a curve to the right having a central angle of 00 degrees 08 minutes 20 seconds, a radius of 1,130.00 feet, a tangent of 1.37 feet and whose chord bears South 01 degrees 18 minutes 47 seconds West, 2.74 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the northeast comer of Lot 47, Block AA of said Silverado West, Phase 3; THENCE North 88 degrees 45 minutes 23 seconds West, 885.00 feet along the north line of said Silverado West, Phase 3 to a one-half inch iron rod with yellow cap stamped "JBI" found at the northeast corner of Lot 15, Block Z of said Silverado West, Phase 3, said point being in the west right-of-woy line of Texas Trail, a 50 foot right-of-way, THENCE North 01 degrees 14 minutes 37 seconds East, 115.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 88 degrees 45 minutes 23 seconds West, 15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 01 degrees 14 minutes 37 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner, THENCE South 88 degrees 45 minutes 23 seconds East, 15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE North 01 degrees 14 minutes 37 seconds East, 115.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 88 degrees 45 minutes 23 seconds West, 60.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 89 degrees 43 minutes 12 seconds West, 54.60 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 87 degrees 43 minutes 26 seconds West, 49.64 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 03 degrees 12 minutes 15 seconds West, 115.29 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE Southwesterly, 35.96 feet along a curve to the left having a central angle of 01 degrees 32 minutes 36 seconds, a radius of 1,335.00 feet, a tangent of 17.98 feet and whose chord bears South 86 degrees 01 minutes 27 seconds West, 35.96 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 04 degrees 44 minutes 52 seconds West, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE Northeasterly, 15.79 feet along a curve to the right having a central angle of 00 degrees 39 minutes 11 seconds, a radius of 1,385.00 feet, a tangent of 7.89 feet and whose chord bears North 85 degrees 34 minutes 44 seconds East, 15.78 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 03 degrees 03 minutes 37 seconds West, 230.03 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer; THENCE Southwesterly, 14.88 feet along a curve to the left having a central angle of 00degrees 31 minutes 41 seconds, a radius of 1,615.00 feet, a tangent of 7.44 feet and whose chord bears South 85 degrees 47 minutes 19 seconds West, 14.88 feet to a one-half inch Iron rod with yellow cap stamped "JBI" set for corner; THENCE North 04 degrees 28 minutes 31 seconds West, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE Northeasterly, 15.52 feet along a curve to the right having a central angle of 00 degrees 32 minutes 02 seconds, a radius of 1,665.00 feet, a tangent of 7.76 feet and whose chord bears North 85 degrees 47 minutes 30 seconds East, 15.52 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE Northwesterly, 128.61 feet along a curve to the left having a central angle of 32 degrees 44 minutes 58 seconds, a radius of 225.00 feet, a tangent of 66.11 feet and whose chord bears North 23 degrees 37 minutes 42 seconds West, 126.86 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 40 degrees 00 minutes 11 seconds West, 14.56 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 76 degrees 32 minutes 17 seconds West, 128.57 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 39 degrees 59 minutes 29 seconds West, 99.96 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; THENCE North 40 degrees 00 minutes 11 seconds West, 52.34 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; THENCE North 40 degrees 00 minutes 46 seconds West, 109.46 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 49 degrees 59 minutes 49 seconds East, 115.02 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 40 degrees 00 minutes 11 seconds West, 14.88 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 49 degrees 59 minutes 49 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 40 degrees 00 minutes 11 seconds East, 15.50 feet to a one-half Inch iron rod with yellow cap stomped "JBI" set for corner; THENCE North 49 degrees 59 minutes 49 seconds East, 230.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 40 degrees 00 minutes 11 seconds West, 15.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE North 49 degrees 59 minutes 49 seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 40 degrees 00 minutes 11 seconds East, 15.50 feet to a one-half inch iron rod with yellow cop stamped "JBI" set for corner, THENCE North 49 degrees 59 minutes 49 seconds East, 115.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 40 degrees 00 minutes 11 seconds West, 210.99 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; THENCE North 08 degrees 27 minutes 51 seconds West, 172.16 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; THENCE North 07 degrees 49 minutes 10 seconds West, 74.20 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner in the north line of said 516.690 acre tract; THENCE South 88 degrees 50 minutes 27 seconds East, 1,284.86 feet along the north line of said 516.690 acre tract to the POINT OF BEGINNING and containing 2,051,333 square feet or 47.092 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, D.R. HORTON-TEXAS, LTD, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as SILVERADO WEST, PHASE 4, an addition to Denton County, Texas, and does hereby dedicate to The Lakes Fresh Water Supply District (The District), in fee simple, the streets and public use areas shown hereon, and does hereby dedicate the easements shown hereon for the purposes indicated to exclusive use forever of The District, said dedications being free and clear of all liens and encumbrances except as shown herein. No buildings, fences, trees, shrubs or other improvements shall be constructed or placed upon, over or across the easements on said plot. At the discretion of The District and subject to it's written approval, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use the some unless th e e easement e t limits the use to aparticular utilit or utilities. said us e b ublic utilities t es bean subordinat e to to The District Y P t use 9 thereof. public utilit given th e b The District Y ct to use said easements Y 9 e is shall have 9 Y v the right to remove and keep remo ved 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. Any public utility shall at all times have the right of ingress and egress to and from and upon any sold 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 procuring the permission of anyone. I do hereby bind myself, my successors and assigns to forever warrant and defend all and singular the above described streets, easements and rights unto The District against every person whomsoever comes lawfully claiming or to claim the same or any part thereof. This property is located within The City of Aubrey Extra -Territorial Jurisdiction. This plot approval is subject to all the platting ordinances, rules and regulations of the City of Aubrey, and Denton County, Texas. WITNESS MY HAND, this a it) day of sd �� _ 2022. D.R. H RTON-TEX S, LTD _ 1(I David L_Booth, Land Acquisition Development Manager 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 David L. Booth, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/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, thisAV'.*-A day of_, 2022. otary Signature �- �-- KAREN WILLIAMS Notary ID #125155758 s±� My Commission Expires orb February 7, 2025 DISTRICT APPROVAL THE LAKES FRESH WATER SUPPLY DISTRICT: kj,� __� _10 CHAIRPERSON DATE SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: 1, Mark W. Harp, RPLS, do hereby certify that I have prepared this plat from an actual on the ground survey of the land and that the corner monuments shown hereon were properly placed under my personal supervision in accordance with the Denton County Subdivision Rules and Regulations. Dated this the 27th day of May 2022. �F• F fit,,_ •••... . Rf,j- I ..... � ........... W • MARK W. HARP Mark W. Harp, R.P.L.S. No. 6425 ' 64250 • '�0 C�Pv4 �9ti•..•• yo STATE OF TEXAS § SURD COUNTY OF DALLAS § 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 27th day of May 2022. Notary Public, State of Texas rtPa�•• P�B�': =or%; DEREK BELL * *' NotaryID 133608256 :mom\iQ t P February Expires Februa 23, 2026 -... of LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES AA-1 5,750 0.132 BB-1 6,900 0.158 EE-4 5,750 0.132 FF-2 5,859 0.135 FF-34 6,158 0.141 GG-35 5,750 0.132 AA-2 5,750 0.132 BB-2 5,750 0.132 EE-5 5,750 0.132 FF-3 5,861 0.135 FF-35 6,735 0.155 GG-36 5,750 0.132 AA-3 5,750 0.132 BB-3 5,750 0.132 EE-6 5,750 0.132 FF-4 6,266 0.144 FF-36 7,312 0.168 GG-37 5,750 0.132 AA-4 5,750.132 BB-4 5,750 0.132 EE-7 5,750 0.132 FF-5 6,726 0.154 FF-37 9,767 0.224 GG-38 7,015 0.161 AA-5 5,750.132 BB-5 5.750 0.132 EE-8 5,750 0.132 FF-6 7,547 0.173 FF-38 8,614 0.198 GG-39 5,750 0.132 AA-6 5,750.132 BB-6 5,750 0.132 EE-9 5,750 0.132 FF-7 7,916 0.182 FF-39 7,468 0.171 GG-40 5,750 0.132 AA-7 5,75010.132 BB-7 5,750 0.132 EE-10 5,750 0.132 FF-8 7,103 0.163 FF-40 6.536 0.150 GG-41X 460,288 10.567 AA-8 5,750 0.132 BB-8 5,750 0.132 EE-11 5,750 0.132 FF-9 6,753 0.155 FF-41 6,465 0,148 HH-1 6,900 0.158 AA-9 5,750 0.132 BB-9 5,750 0.132 EE-12 5,750 0.132 FF-10 6,641 0.152 FF-42 6,465 0.148 HH-2 5,930 0.136 AA-10 5,750 0.132 BB-10 5,750 0,132 EE-13 5,750 0.132 FF-11 6,114 0.140 FF-43 6,465 0.148 HH-3 6,559 0.151 AA-11 5,750 0.132 BB-11 5,750 0.132 EE-14 5,750 0.132 FF-12 5,870 0.135 FF-44 6,900 0.158 HH-4 6,791 0.156 AA-12 5,750 0.132 BB-12 5,750 0.132 EE-15 5,750 0.132 FF-13 5,870 0.135 GG-14 6,933 0.159 HH-5 6,978 0.160 AA-13 5,750 0.132 BB-13 6,900 0.158 EE-16 5,750 0.132 FF-14 5,870 0.135 GG-15 5,750 0.132 HH-6 6,793 0.156 AA-14 5,750 0.132 BB-14 6,900 0.158 EE-17 6,900 0.158 FF-15 5,870 0.135 GG-16 10,941 0.251 HH-7 6,572 0.151 AA-15 6,630 0.152 BB-15 5,750 0.132 EE-18 6,900 0.158 FF-16 5,870 0.135 GG-17 16,566 0.380 HH-8 5,923 0.136 AA-16 6,627 0.152 BB-16 5,750 0.132 EE-19 5,750 0.132 FF-17 5,870 0.135 GG-18 10,880 0.250 HH-9 6,900 0.158 AA-17 11,883 0.273 BB-17 5,750 0.132 EE-20 5,750 0.132 FF-18 5,870 0.135 GG-19 9,707 0.223 HH-10 6,900 0.158 AA-18 8,443 0.194 BB-18 5,750 0.132 EE-21 5,750 0.132 FF-19 5,870 0.135 GG-20 11,348 0.261 HH-11 5,796 0.133 AA-19 6,465 0.148 BB-19 5,750 0.132 EE-22 5,750 0.132 FF-20 5,870 0.135 GG-21 9,839 0.226 HH-12 5,893 0.135 AA-20 5,750 0.132 BB-20 5,750 0.132 EE-23 5,750 0.132 FF-21 6.900 0.158 GG-22 5,800 0.133 HH-13 6.958 0.160 AA-21 5,750 0.132 BB-21 5,750 0.132 EE-24 5,750 0.132 FF-22 6,900 0.158 GG-23 5,800 0.133 HH-14 7,294 0.167 AA-22 5,750 0.132 BB-22 5,750 0.132 EE-25 5,750 0.132 FF-23 5,870 0.135 GG-24 5,800 0.133 HH-15 7,333 0.168 AA-23 5,750 0.132 BB-23 5,750 0.132 EE-26 5,750 0.132 FF-24 5,870 0.135 GG-25 8,208 0.188 HH-16 7,292 0.167 AA-24 5,750 0.132 BB-24 5,750 0.132 EE-27 5,750 0.132 FF-25 5,870 0.135 GG-26 8,965 0.206 HH-17 6,924 0.159 AA-25 5,750 0.132 BB-25 5,750 0.132 EE-28 5,750 0.132 FF-26 5,870 0.135 GG--27 6.300 0.145 HH-18 5,888 0.135 AA-26 5,750 0.132 BB-26 6,900 0.158 EE-29 5,750 0.132 FF-27 5,870 0.135 GG-28 6.218 0.143 HH-19 5,776 0.133 AA-27 5,750 0.132 CC-16 6.293 0.144 EE-30 5,750 0.132 FF-28 5,870 0.135 GG-29 5,932 0.136 HH-20 6,900 0.158 AA-28 5,750 0.132 CC-17 6.241 0.143 EE-31 5,750 0.132 FF-29 5,870 0.135 GG-30 5,679 0.130 JJ-7 6,080 0.140 AA-29 5,750 0.132 CC-18 6,900 0.158 EE-32 5,750 0.132 FF-30 5,870 0.135 GG-31 5,764 0.132 JJ-8 6,080 0.140 AA-30 5,750 0.132 EE-1 7,972 0.183 EE-33 5,825 0.134 FF-31 5,870 0.135 GG-32 7,475 0.172 JJ-9 6,078 0.140 AA-31 6,900 0.158 EE-2 6,016 0.138 EE-34 7,150 0.164 FF-32 5,870 0.135 GG-33 5,782 0.133 JJ-10 6.078 0.140 AA-48X 1,150 0.026 EE-3 5,750 0.132 FF-1 6,900 0.158 FF-33 5.870 0.135 GG-34 5,826 0.134 JJ-11 9,094 0.209 APP OVED AND ACCEPTED: f - ItIU --- ----- Mayor City of Aubrey, Texas The undersigned, the City Secretary of the City of Aubrey, Texas hereby certifies that the foregoing Final Plat of Silverado West Phase 4, an addition to Denton County, Texas, is hereby approved by the City of Aubrey this Jb_4lday of 2022, and the City of Aubrey does hereby approve and accep said Final Plat, and that the City of Aubrey further authorized the Mayor to note the acceptance thereof by signing their name as herein above subscribed. ,1i11IIl��p! OF.�a��� ' •Ue`A Attest this day of _y �2022 OFFICIAL = Cit ret ecary Ste, �Z, City of Aubrey, Texas "r,fia..Ratt FINAL PLAT SILVERADO WEST PHASE 4 BLOCK AA, LOTS 1-31, 48X; BLOCK BB, LOTS 1-26; BLOCK CC, LOTS 16-18; BLOCK EE, LOTS 1-34; BLOCK FF, LOTS 1-44; BLOCK GG, LOTS 14-40, 41 X; BLOCK HH, LOTS 1-20; BLOCK A LOTS 7-11 190 TOTAL RESIDENTIAL LOTS 2 OPEN SPACES 47.092 ACRES OUT OF THE JAMES BRIDGES JR. SURVEY, ABSTRACT NO. 36 THE LAKES FRESH WATER SUPPLY DISTRICT CITY OF AUBREY ETJ, DENTON COUNTY. TEXAS D.R. HORTON-TEXAS, LTD OWNER/DEVELOPER 4306 Miller Road, Suite A Rowlett, Texas 75088 (214) 607-4244 Email: dbooth@drhorton.com (817) 928-6139 FAX JBI PARTNERS, INC. SURVEYOR/ENGINEER 2121 Midway Road, Suite 300 (972)248-7676 Carrollton, TX 75006 (214) 248-1414 FAX Engineer: Bret Blankenship TBPE No. F-438 TBPLS No. 10076000 Sheet 2 of 2 I� c Of: AM SSE 4 11 c 3