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SA0437A5/8" CIRF "JE SMITH" (CM) U 0 w _j O N N z Cj � CV W -1 CU to WNoo to UQNO_ d <z �z s U Yo O Uj (0 w o _ 0 Q�(n I H !n CJ O Z Q p Q N � owQoa w Zza U } ~ O USES NUMBER SQUARE FEET ACREAGE DENSITY RESIDENTIAL LOTS 187 1,215,368 27.901 3.37 OPEN SPACE LOTS 4 957,263 21.975 SPECIAL USE LOT 0 0 0 RIGHT-OF-WAY 462,637 10.621 TOTAL 2,635,268 60.497 a n. Y w CALLED 6.62 ACRES o a a. EDWARD T. BRAMLETT & JENNIFER BRAMLETT, M(n HUSBAND AND WIFE, X z DOC. NO. 2011-63917 5 8" ipo R.P.R.D.C.T. CIF 2'43"E 222.52' _ "JE S �C ) r 0w aW M U W a 0 0 (n , wa z aQ Oo is tD to i BLAIR ETAL THOMAS N 60 Q 61 O O s2 J L0 63 S00' 04 1 .92' 64 S88'45'23"E 163.82' LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 N87'50'16"W 42,57' L13 N79'18'19"E 56.01' L25 S45'56'27"W 54.88, L37 S17'31149"W 65.07' L2 S68'55'57"E 75.00' L14 N7628'43"E 74.85' L26 S4758'03"W 54.88' L38 S43'25'27"E 25.10' L3 I S88'45'23"E 15.50' L15 I N16'12'56"W 5.00' L27 S49'59'39"W 54.88' L39 S34'56'14"W 34.01' L4 S01'14'37"W 50.00' L16 N73'47'04"E 50.00' L28 S52'01'15"W 54.88, L40 N49'32'36"E 30.00, L5 N88'45'23"W 38.67' L17 N40'27'24"W 20.50' L29 S54'02'50"W 54.88' L41 N49'32'36"E 30.00' L6 S46'14'37"W 14.14' L18 N49'32'36"E 60.00' L30 S56'04'26"W 54.88' L42 N08'13'45"W 10.33' L7 S01 *14'37"W 105.00' L19 S0813'45"E 10.68' L31 N58'06'02"E 54.88' L43 S60-56'04"E 82.49' L8 S8859'51'E 53.54' L20 N84'24'53"W 28.79' L32 N60'07'38"E 54.88, L44 S46'14'37"W 35.36' L9 N88'58'43"E 56.01' L21 N8845'23"W 73.67' L33 N62'09'14"E 54.88' L45 S43-45-23"E 35.36' L10 N86'33'37"E 56.01' L22 N88-22.18"E 141.36' L34 N64-10-49"E 54.88' L46 S43-45-23-E 14.14' L11 N84'08'31"E 56.01' L23 N52'23'45"E 55.98' L35 N66'12'25"E 27.38' L47 S53'45'54"W 16.13' L12 N81-43-25"E 56.01' L24 N4323'32"E 54.87' L36 S34-56'14"W 42.58' L48 S44-59'48"E 14.14' 71 72 73 74 P 75 CURVE TABLE NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C1 47.50' 045'21'28" 60.00' 25.07' S7752'41 "E 46.27' C2 107.13' 02716'50" 225.00' 54.60' S29'51'22"E 106.12' C3 118.72' 027*12*31" 250.00' 60.50' S29'49'12"E 117.61' C4 195.34' 044*46'10" 250.00' 102.96' N68'51'32"E 190.41' C5 90.32' 020'41'56" 250.00' 45.66' N78'24'25"W 89.83' C6 447.03' 017'27'33" 1467.00' 225.26' N82'30'50"E 445.30' C7 701.47' 02345'13" 1692.00' 355.85' S58'21'04"W 696.45' C8 147.56' 03349'04" 250.00' 76.00' N71'50'51"W 145.42' C9 957.34' 038'52.27" 1411.00' 497.92' S54'29'54"W 939.08' C10 106.43' 024'23'32" 250.00' 54.03' N61'4422"E 105.63' C11 140.62' 032*13'39- 250.00' 72.22' N24'20'35"W 138.77' C12 90.25' 020'41'04" 250.00' 45.62' N59-53'08"E 89.76' C13 431.91' 017-32'18" 1411.00' 217.66' S26-17'32"W 430.22' NOTES: 1. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, TEXAS NORTH CENTRAL ZONE NUMBER 4202- NAD 83 ALL DATA CONTAINED HEREIN IS SCALED TO SURFACE WITH A (SURFACE TO GRID SCALE FACTOR 0.999849392677). 2. THIS FINAL PLAT CONFORMS TO REQUIREMENTS PER THE CITY OF AUBREY ORDINANCE NUMBER 486-12, DATED : APRIL 15, 2014 3. WATER AND WASTEWATER FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. MUSTANG SPECIAL UTILITY DISTRICT HOLDS THE WATER AND WASTEWATER CCN FOR THE PROPERTY. WATER AND WASTEWATER SEWER FACILITIES WILL BE OWNED, OPERATED AND MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT. 4. ROADWAY AND DRAINAGE FACILITIES WITHIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WILL BE OWNED, OPERATED AND MAINTAINED BY THE LAKES -FRESH WATER SUPPLY DISTRICT OF DENTON COUNTY. 5. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 48121CO265 G, REVISION DATE APRIL 18, 2011, SUBJECT TRACT LIES OUTSIDE OF SHADED ZONE A, A SPECIAL FLOOD HAZARD AREA (100 YEAR FLOOD OR 1 PERCENT ANNUAL CHANCE FLOOD) NO BASE FLOOD ELEVATION DETERMINED. 6. ALL BUILDING LINE FOLLOW THE TYPICAL LOT DETAIL. KEY LOTS HAVE A 20' STREET SIDE BUILDING LINE. 7. SCREENING WALLS, LANDSCAPING, AND SIDEWALKS WILL BE MAINTAINED BY THE HOA. 8. ALL EXISTING STRUCTURES ON SUBJECT TRACT SHOWN HEREON ARE TO BE REMOVED 9. ALL LOTS MEET MINIMUM SQUARE FOOTAGE. 10. ALL COMMON AREAS ARE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION ESTABLISHED FOR THIS DEVELOPMENT 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 OF CITY UTILITIES AND BUILDING PERMITS." 12. ALL CORNERS NOT LABELED ARE ONE-HALF INCH IRON ROD SET WITH A YELLOW CAP STAMPED "JBI" UNLESS NOTED OTHERWISE. 1100. � , (CALLED 5.000 ACRES) 35 O , O O /� Lz1 L4 o O L=81.23' T>��qo��- �� x 3 DOC. NO.R.P.R.D.C.T. 2D.C.T. 002 LK FALLS LANE '� R.P.R.D.C.T. N85'28'13"E 1 `�S ✓ T=41 06 �►�� N CO 113.12' \ ^�� P u O `6 v � ChB=N59'S3'08"E O W o 34 \ o L5 SI VERAD WEST DOC. 0. 202 PHASE 8 10 1t 72 16 f » CH=80.79' L17 Sso o C9�a O ri S88'45'23"E I CC14 r 1 2 3 4 5 0. .R. D.C. 7 8 g L15 �,. d=22 48 28os'o' O 121.20' (J -) L14 f y '�o\ O A 96 F 9C1 �p N tV o 33 1 1� f » , vv L13 g5:91 \ 5ood R=1,717.00 c, 'L O. F F APPROXIMATE LOCATION OF O w n M O L12 W L=663.49' >�� `' �' - S8 45 2 E 75 7 L8 L9 L10 L11 4r 5 w \ R A, �- F v THE 100-YEAR FLOOD N S88-45'23"E 37'13,59' w g'9 =� \1 O 120.14' 0` D 0 S0 00 5II. fip0� 1 SHADED ZONE A ACCORDING N- o I w = N N r N T=346.33 E Aa TO FEMA COMMUNITY O Q m w w w 18.23 = o Cy- \�i / / l 0 32 b z I IJ w w w 5.70' 19.24' w23.84' 28.48 ,o N N r• �i d 1 `' i Q (n Z p wl m = 5'WME e = W = 00 N iU N^ f 13 t (� • f » �i MAP NUMBER 48121CO265G z n R I r' M o o W ^ o ^ o n a b o N Ci o 14 \\ `\ o O ChB=N58 49 26 E So O� 588'45'23"E O :t n o "� o "� o M , VV N o M N °° g� 15 , MAP REVISED APRIL 18, n M :r :r O vi N ri M _, \ n to 2011. �r o 119.39' Ii 25 0 24 S 23 r �_ 22 Is- 21 0 20 a 19 0 18 0 17 16 ! N N% CH=678.98 ^� r 1 I i z z z z z z `" N __ SILVERADO WEST PHASE 8 810 h� 2� yF, �� o w S88-45'23"E �' o - - - - - - 2Q8� - - _ - - 5` DOC. N0.2023-20 6g c �-65. O 118.04' 189. (1-Sfi.6(1` Sif OB' 5$.00` S(Yt18 �k7�' a O N-66.31'- 82_ 6682- 3 O.P.R.D.C.T. � i 2r, > �, oZ p 30 DAISY MAE LANE 3 _�58 s '� G > 29 LOT ssx, BLOCK XX z w F' _"_ I 0 7 B \ : N t� LOT 1 X, BLOCK LLL _ S� �� / 2� �, �'��F AMENITY CENTER W Sol *1 '37 36 N 87 0A.7 85 i /r I 84 I 83 I 82 I 81 I 80 I 79 I 78 ' 77 76 a=20'41'04" R=225.00' 5Jo116.9910 J C S8845'23"E 329.79' o 7.5ut JCL \ \\\fp �L7 OPEN SPACE IRF xw� _ - v ' " 330.36' a ¢ I 4 r66�a 59.eci 50 oe' S9.so- 50 0e 44r-St21'- �` �1`i1' \. Z C`i / co >s 27 �'a, 7�• N88'06 T I E M w sCsm1 2 > o. 9 5/8 L1 - - - - o ESMT 29 I �1'24 CIRF- - Z ¢ S88 45'23"E g 20 BL 3 3 r� 70' BRAZOS ELECTRIC POWER w z �T5�4 50I00' ) w w w w w w 3 3 M M r 14 \ y '( PETITT R W m- o co M o M rn k 13 N �\ COOPERATIVE, INC. ESMT O W oT 28 1 i i� ^ 1 ^ \ N CA DOC. N0. 2021-209952 R.P.R.D.C.T. 0 0 o M o M o �� o �� oo ro o ^� u' "1 N a' r rn 12 0 Z\1 �/ �Vr,>>3 25>s S9• 10�$� 0 0 0 a v O n d d o 11 d ,.> >/ o --_- ° 114.89 I J1 �� 2 �^ 3 r^ 4 if r� 5 rvi 6 �vj 7 ro 8 n� �N 10 o r� r� 9 �. Z p r:S / �'/7ii>i 24 r ------------ o S88'4523E N �In_ z z z z z z z� z" z Z y NT5.1'0-14.201 \ O o>i 20.78' 0? 61 2 0o AAA 112 00' 1 ' 110.00' S0.00' S0.00' 50.00' 50.00' 50.00' 55.69' 55.33' 55.61' 56.02' 56.5T 35 7,03 56 16.9A \�l o tea / 23 >>� S� � >� �s 31 so A• / > > / / �p�`� �� , o V'" n w I 0.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' S0.00' S0.00' 50.00' 50.00' 52• ` \v' 6, �� k9 J� s F/ �g �CrO 0A� / s o• S88'45'23"E I 119.00' I I ^1 I W W w w ;a1 w ©W W w w w '� 7 a / 2 > 22 S, 5 4 S o c�0. J n'o rn 17 O r. = Imo. _ , tom. a, y O %36 o n �` !� O n �` ' o o- M o > 32 t 16 fl 26 ( M o M o M o no M M ^o M °� 15 / i / �S.>S �Z 0� 5 > O. F / > moo. s / ao N� r O M O ,.1 0 O prJ O M M O O uoi o 129 'a o 'r d• o O vi o o- 0 Sri dui d o d. o o r rn t o �� K `�ii• moo, p °�' (t S `P D z ai r r 28 r 27 r 26 r r ri r r r vi ri N 'r. 0.6+ />. 15 P �0 4� S88'45'23"E 25 0 - 24 �' 23 22 0 21 20 r " 19 r " 18 ' f 77 0 16 N �� S82A >j O, y� , S 33 / , > v O 72$ 119.00' F1 0-- z" o o z o o^ z b" o b o^ z yo / °yS 0 >y a., / / CP aOO 14 0,% N ci wZt, U W n aZ^F N Q CJ Co 0 N 0 O N K U d LuZZof U Lu o a 91 z Q w l< 0 Uj C,4 W N Q Q VI I F- 00 CNWNU C:5MNo o<<C; U S z of JZF- Z Lj U m j 0 0 0 O tV tD co W tD t' Z 'PK" FND (CM) 18 SILVERADO WE PHA 5 13 DC N0. 202 - 2 O.P.R.D.C.T. a3 • 3'39" \/ - 80. (fib' /2" L- 57. 15 T=8 9' ChB= 4' 351"6E CH=155. 2' 1/2 IRF6\ z z z z / - �. •( 2. >�+, h0 S S� % D- - >a o 1 o (1O I-z z z z z _ A > 20 `'S, 6� 6. 34 0 '// >,�6// Pa a'o. 13 O'er' '1. P. 0 tJ• 0 25 1 I - - - - - j _ _ _ 2o'aL _ _ 5� 1/2 "CIRF \ 69 50 80` Sfl�6` 50�i01 56.-W' 50 00 8.80 50 i)6' �B BfY 5(Yflt3 5�80 - 50 0� �6 fl9- 3 33�u 4 > 2`�0 `5, g� �� � s� >`SS S F c�� � ° Cr � 119.00' >, y, 9 , S / 0 / >> C� 12 $Ss4s23"E �' _ _ TINSLEY STREET o3 195C4/ yF ,> Soy L� �� >SS 35 '// c�6• o s (CM) �\ 119.00' I -�- _- - p - _/ S S Pu`� , / >i P. g -+ tyh� s A y o. ,9LE S 6, cn K OQO 0 7.5'UE S88'45'23"E 718.33'Ln 4� j /y > AA T• L\ O �y6 ,j of 36 / Ql1g,a• oO SS. �ti pSGPPE O 24 ( E L01 D LPN MENT o fir' ao 18 /L lk S, SS 09, / / >>s >rn. 1 ° F GPQ CE PN r69 8E? 5�00= 50�8 50 09= 8C 30 09' �B.A(3L b0f)9' 58.90= 5E}-06 5�00= 50 9E} 5( 06= 33 4?`ri i o S88'45'23"E I 0 I - - - - - - - - _ _ / P Y 119.00' 1 I i w w 20'BL - - - - - - - - > r. g O. YY F1 pC�O`' OPEN SP gF \yT1L1S w w W r, ? / / > o = w = w w 20 BL a > a p• O , 37 \9 o a ib I � 0 1� - �` o i� - r` - W W w w 3 a p a 17 <y O SS AS / \ of >o S. E� y OAF PNItE�� '' 0 23 � M o M o o i. - i. ' ot'o S p. 1 .o S y1� 9 G E i O M O M M O O O 4 W = _ ° S88'45'23"E M M o !o o = n - m sr F / J/� / , S a+ g \ 1 SQP p5 W O i O d• Q a �. / O' C� 6'. O' 0 1 r�� 2 d 3 -6 4 avi 5 a6 �o ao dMo o-uoi vo MC r-0 �o Nn f N 16 A 1� a S' 38 Q 8 F O J o i J f r r 6 r 7 r 8 vi 9 r 10 vi 11 i� 15 . OR, 119.00' 1 00 �m o r - �- `* vi 12 "v o 13 ui 14 vi r N P 1 / 38 o O I N i 0 o z o" o 0 0 o r ri r r N >i �`° SS 20, /, k S O `s6, v(1 00 22 O i I� z z z z XX z z^ z z o r o o Z L22 �5 SA °' F / \9,> G'� / //// >�9 7 0' F 1 40 39 z 0 z z g0 39 ! J / AAA 0 1 m .00- 30 0� 8-00= 60 0p' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00? 50.00' 57.42' 68.38' 72.98' `�� '�S `SS / �! O sue* � �g 41 S88'4523"E W I 0.00' 50.00' 50.00' S0.00' S0.00' S0.00' 50.00' S0.00' 50.00' 50,00' 50.00' 50.00' S0.00' S7.42' 74.99' 66.37' S o0,6f / al VG A / Ai. 6 °' F qW Q n �° / > J g LOT 37X o 119.00' W M I 5'WME w w o v / 42 0 o i J I w = w w w w = ;w w w w w w n 2.99' 9. 40 . �� '6 c'S / �P OPEN SPACE AND o 0 21 1 Ve r ( r o n o r` o n o ^ ^ M o ^ o ^ �. _ ^ W ,5 / O), w\ SSS•4S•23'•E Q Z I Gj7 ,r o d' M O O M o M o . O !" 1 p M O M O M O M 0 M- N S.' ,>2„ /,/ / SA 5 O• F DRAINAGE EASEMENT 0 U) o to 0 0 M o 0 o M o i� - n- ? a 4i r 56 r - 55 54 vi 53 52 :r r 7- 'n 49 r 48 `� ti o o o SS ?�. F / > SS `� / 43 LO 0 119.00' W k I T- - r z: r ^i 51 50 r T 47 46 45 r - 44 0 �v > , i o o o^ o- 0 o" r ui 43 3 n /s �S 41 / s S �Q Q �O� SILVERAD W 5T P ASE 6 o z O 0" z o _ i p C9, , �j w 20 Q i I L z 20'BL z z z z z z z^ z z z 0 "> ^ 8Ba �cF 0./ SRs 4 0• F �yh DOC, N 22- 3 r M j y �G �L� / O.P. .D.C.T. o. n S88-45'23"E I 0 J L "- - - - - - - - - - - - - - - - - - - - - - - - - - 20'BL z _ 42 ti%"A� y�%ry0" ,js °s �' 45 �o 0 11 s.00' I m eo ee� - 5s ear �o oo' se.so� �o�e' �a.eQ so 0>3 5 ecr- 50 oe° 5e oo� 5a oaL- �o oe'-se.eoi-5$e4'- 51.2-7_� / sA� 3 °° F �,? / z 19 i - 7.5'UE _ QUAIL POINTE ROAD o 3 - \ / Po / / '� ?9S QO 46 11 S88'45'23"E 7.5'UE S88'45'23"E 743.04' o o ��3� / 00 9F tp C8 / ! SS 2 47 0 1118 r 7a'_ �o-0e= 5eeo- so-oe' 5o�1a' Seen so-oe �eeo= soe� 3eoa= ao 3o-oe' -52.i2 ��/ '°�8s9, �71'19$44" 4 9 Ir-- -- ---- o t8 � ^I i I w 20'BLw w w -- -- -- -- -- ---- -- -- - ---� �� ,e•/ spp S88'45'23' E : w w w w w 20 e F 48 P 1 I = W W W W 4, ��, �, , R=1260. `� 119.00' r Mo r7o Mo >O MO ^o ,- M0 MO n. 00 n- �. 9 s ( 6 O -�) O 1 1 '<O 2 vo 3 Zvi 4 't O Mo MOo �p �p MOo 4O MO M� MO \) S , \`i' 0 17 mo zo J s vi rvi r� r 5 f� 6 rvi 7 `� vi 8 r� 9 r� 10 d 11 r� 12 .t� 13 vo 14 d' / S �4 Jp, t=156 49 `�\ 7 N di T m o o� 0 o o �� o� o� r, o rr r vi r� 15 S88'45'23"E I P z z z z/ /S 62 2 T=9 22'���� 6 19 N III z z z z z z^ o^ z z o� z o� o^ o \S :0, 0 11s.00' 1 W I s57 �� 50-. � � 50.00' so.00' So.00' so.00? s2.2s' / ' /` '2s,° o f C S4 '2844" 20 00 16 I ^ 165.78' 50.00' 50.00' S0.00' 50.00' 50.00' 50.00' 50.00' S0.00' S3.10' 67.03' 71.64' 60.49' C4 hv�' h� �/ �e� O`� =1,469. ' S 21 S8845'23"E 5'WMF T w _ w w ZZ w 3 3 e2,g3 �// // 1 51 KKK 22 119.00' I I i o n o ^ o ri o M o n- n n = o v 9' / SS 4 0 0 0 ."1 0 o M o 0 0 �' 23 1 29 v 28 v 27 .r o 26 ci 25 24 0 23 d O 22 aM O 21 h o o N u> z T r r r .- r L6 ri ri <t o 20 Cv n C1 ' 05 9°9' C 52 )- 50 00' � 1 0 - 0 5 0 " o � r r r r vi vi 19 r 18 ° ,M o �i* / o l76 g7 / R W I z z z z z z z z o oN N _ ho 17 ^�� �C1 /� / p0' F 3 L_- z n o 20�'BL 16/ / //5673 2 24 50 e� 5o tte'- �a.ecr scroe tee. eo° 50 0> 5a. e°° 5o ae� >x4 r r '_ ��' Xv ''60os"F 10'X10' SIDEWALK & VISIBILITY 7.5'u GOOSENECK DRIVE- 0 3 535.18' /% »/vim 3 - UE S8845'23"E 414.12• 0� - 121•06C5 \ / , ss4b AAA ' ESMT. AT STREET INTERSECTION \ NOT TO SCALE _ • '-�• 5Q0@' -5A:0E� 5P.flB' �t}00= fi0�39' � �'� J/ SO � / 7 76 p 39�'F 20'8L w --W - -- 3 I ROW b �15'BL 19.55 - �3' 68p3? ,� R n / 4 QCv 1 w = a I tD �� Q�h LOT moo_ n n- NM �- �_ i� ** I 3 ye 7 / 5667 N O N N M N N O N JI o f (r, (b \ � sz 3 9'1 , o� O <15 Nn14 N13 N12 �0 0 ° °0 m ('- o I ( SZ B / 776 3F , , ~� M 1 r N M N 11 7 10 ,� Co 9 ci S C I Q S89'S9'36"E \ \/ p0' COCb q v �� W 2 10 X1 D z o z - z z z - 'S N "I r N 1 115.00' ^ I 2 > 7 / / /S 5 vi' 0= oQ LOT SIDEWALK & J Q 5 8' Z AA 2t.� �0 4 �' / w"' (, / 68s54 Cv�?� cc �� o VISIBILITY CIRF- O O' 1 Z v IN D S 1542'4,9f a/ o b"/ 7J6 pp 8 f l c�� m Q 3 ESMT. PETITT • w I N90'00'00"E 9.54' �/ o Q�� Y 1 ( ) b N89 59'36"W 391.22' S/$" o f 0 1 115.00' / 6 y TYP CM I o I o RRR 1 v Syt qq �' C'Qw BBB / o { ) PETITTap .I Iz 1 5 0 O / np 1�6o40 o� m�� ! O 4 O (CM) O �i L -WEE �-15•B� - _ J b'/ ° k aQCe 10 tV LEE WEIR C4 (CALLED 1.868 ACRES) d v 7 h / Ld 3 DOC. NO. 2004-47574 W I N90'00'00"E 294.04' 0 3 ;/� S74•1733„ oo 5 20' MUSTANG SUD UTILITY EASEMENT �- r i ARBOR GATE LANE cb� 116.Z3' f J ( (n 10' 30' LANDSCAPE BY SEPARATE INSTRUMENT • M EASEMENT 10' MUSTANG SUD UTILITY EASEMENT t�J N L _ _ _ _ _ _ _ _ _ _ _ _ 337�s' _ _ _ _,_ _ _ _ _ J - - - - - - - - - - O O -- 10' MUSTANG SLID UTILITY EASEMENT 7.5UE Lbfi813LOCK AAA / 6 o / - - - - - - - - - - - - - OPEN SPACE AND LANDSCAPE & UTILITY --------------------- . 1 EASEMENT-------- 10 X10 --------------------------58959'36"E b6D86-------------------- O S8s•5B'36"E-�F79.43'-- ------------------------------0 io.00' LIBERTY ROAD 30' R.O.W. DEDICA ON BY PLA 0 Z LIBERTY ROAD 30' R.O.W. DEDICATION BY PLAT 7 VISIBILITY N89'59'36"W 661. 6' 5/8" 5/8" N89-59'36"W 472 78' ESMT. LOT CIRF- CIRF- 8 50 (TYP.) PETITT CALLED 2.000 ACRES PETITT CALLED 8.302 ACRES Row ALMA LIFE ESTATE ETAL CARROLL (CM) THOMAS CARROLL (CM) EDDIE LORISTEPSTEPHENS HENS AND WIFE, 2 LOT STREET DOC NO 2022-25935 VOL. 1015, PG. 723 DOC. NO. 2004-66006 R.P.R.D.C.T. R.P.R.D.C.T. 9 R.P.R.D.C.T. __ 37 �1\ LN. ' HK'1' 380 0I ' VICINITY MAP Q N.T.S. r\ N 00 V) N 0 04 (0 5 >3 0 2 0 CL a� m � 5, 1J GRAPHIC SCALE O a 100 0 50 100 200 ..,.4 ( IN FEET ) 1 inch = 100 ft. LEGEND IRF IRON ROD FOUND BL BUILDING LINE SETBACK ESMT EASEMENT DE DRAINAGE EASEMENT SSE SANITARY SEWER EASEMENT WE WATER EASEMENT WME WALL MAINTENANCE EASEMENT UE UTILITY EASEMENT ROW RIGHT-OF-WAY EASEMENT HOA HOMEOWNER'S ASSOCIATION WALL R.P.R.D.C.T REAL PROPERTY RECORDS OF DENTON COUNTY TEXAS O.P.R.D.C.T. OFFICIAL PUBLIC RECORDS OF DENTON COUNTY TEXAS <a> STREET NAME CHANGE INDICATOR 36 FINAL PLAT SILVERADO WEST PHASE 7 BLOCK AAA, LOTS 1-36, 37X-38X; BLOCK VV, LOTS 13-25; BLOCK WIN, LOTS 1-29; BLOCK XX, LOTS 1-57, 58X; BLOCK YY, LOTS 1-18, 19X; BLOCK ZZ, LOTS 1-29; BLOCK RRR, LOTS 1-5 187 TOTAL RESIDENTIAL LOTS 4 OPEN SPACES 60.497 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 (214) 607-4244 Rowlett, Texas 75088 (817) 928-6139 FAX JBI PARTNERS, INC. SURVEYOR/ENGINEER 2121 Midway Rd #300, Carrollton, TX 75006 (972)248-7676 Engineer: Bret Blankenship (214) 248-1414 FAX TBPE No. F-438 TEPLS No. 10076000 16. 2023 Sheet 1 of Filed for Record in the Official Records Of: Denton County On: 6/281202312:58:21 PM In the PLAT Records SILVERADO WEST Doc Number: 2023-227 Number of Pages: 2 Amount: 100.00 Order#: By: WD SURVEYOR'S CERTIFICATE STATE OF TEXAS - COUNTY OF DENTON ounty, Texas, o part of the James Bridges Jr. Survey, Abstract Number 36 and being a WHEREAS, D.R. Horton -Texas, Ltd. is the owner of a parcel of land located in Denton C part of Tract 2 (coiled 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: h iron rod with yellow cap stamped "JBI" found at the south west corner of Lot 21X, Block X Silveradoinhe north Phase right-of-way addition of McNutt Road, a BEGINNING at a one-half inc Y County, Texas as recorded in Document Number 2022-322, Real Property Records of Denton County, Texas, said point being in 120 foot right-of-way as recorded in Document Number 2021-482, Real Property Records of Denton County, Texas; 8.61 feet along a curve to the left following the north right-of-way line of said McNutt Road, having Wcentral angle feet to agrees 19 one-half nchminutes 44 THENCE Southwesterly 1,56 9 seconds, a radius of 1,260.00 feet, a tangent of 904.22 feet, and whose chord bears South 47 degrees 28 minutes 14 seconds, rod with yellow cap stamped `JBI" set for corner in the south line of said 516.690 acre tract; THENCE along the south line of said 516.690 acre tract as follows; North 89 degrees 59 minutes 36 seconds West, 472.78 feet to at ad five -eighths toLee inch heir airon ro recorded t n Document stamped Nu begirt 2 04L 47574, Real Property Records ofoDenton g the southeast corner of that called 1.868 acre tract of land describedIn County, Texas; North 00 degrees 00 minutes 24 seconds East, 208.00 feet to a five -eighths inch iron rod with cap stomped `Petitt-RPLS 4087" found for corner, said point being the northeast corner of said 1.868 acre tract; s West, 391.22 feet to afive-eighths inch iron rod with cap stamped `Petitt-RPLS 4087" found for corner, said point being the North 89 degrees 59 minutes 36 second northwest corner of said 1.868 acre tract; s West, 208.00 feet to afive-eighths inch iron rod with cap stamped `Petitt-RPLS 4087" found for corner in the north line of South 00 degrees 00 minutes 24 second Liberty Road, said point also being the southwest corner of said 1.868 ocre tract; North 89 degrees 59 minutes 36 seconds West, 661.26 feet to a `PK" nail found for corner in the approximate centerline of Liberty Road, said point being the southwest corner of said 516.690 acre tract; THENCE along the west line of said 516.690 acre tract as follows: North 00 degrees 46 minutes 51 seconds East, 1,166.20 feet along the west line of said 516.690 acre tract to afive-eighths inch iron rod found for corner; North 87 degrees 50 minutes 16 seconds West, 42.57 feet to a five -eighths inch iron rod with cap stamped `P JE Sn RPLS 4087" found for corner; " found r corner, point eing he south North 03 degrees 00 minutes 09 seconds d West, 652.0bed in deed too Edward five-eighths T. the inch and Jennifer hstomped cop Bromlett as ec'o dedih iron rod nDocumento Number 2011 63917b Real tP Property west corner of that called 6.62 acre tract of la Records of Denton County, Texas; South 89 degrees 12 minutes 43 seconds East, 222.52 feet along the common line of said 516.690 acre tract and 6.62 acre tract of land to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, said point being the northwest corner of a called 5.000 acre tract of land described in deed to Blair Etal Thomas as recorded in Document Number 2022-77002, Real Property Records of Denton County, Texas; ine of said 5.000 acre tract to a one-half inch iron rod with yellow cap stamped "JBI" THENCE South 00 degrees 02 minutes 17 seconds West, 667.37 feet along the west l set for corner; econds East, 330.36 feet along the south line of said 5.000 acre tract to a one-half inch iron rod with yellow cap stamped "JBI" THENCE North 88 degrees 06 minutes 46 s set for corner; THENCE North 00 degrees 02 minutes 17 seconds East, 651.95 feet along the east line of said 5.000 acre tract to afive-eighths inch iron rod with cap stamped "JE Smith" found for corner, said point being in the west line of said 516.690 acre tract, said point being the southeast corner of sold 6.62 acre tract, said point also being at the southwest corner of Lot 88X, Block PP Silverado West Phase 8, Document number 2023-20, Official Public Records of Denton County, Texas; THENCE along the south line of said Silverado West Phase 8 as follows: 75.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 68 degrees 55 minutes 57 seconds East, West, 164.92 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 00 degrees 02 minutes 04 seconds East, 163.82 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 88 South 01 degrees 45 degrees 14 minutes 23 minutes 37 seconds seconds West, 106.77 feet to 0 one-half inch iron rod with yellow cap stomped "JBI" set for corner; 28 seconds, a radius of 60.00 feet, a tangent of 25.07 feet and Southeasterly, 47.50 feet along a curve to the right having a central angle of 45 degrees 21 minutes inch iron rod with yellow cap stamped "JBI" set for corner; whose chord bears South 77 degrees 52 minutes 41 seconds East, 46.27 feet to a one-half feet to one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 88 degrees 45 minutes 23 seconds East, 15.50 a 50.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 01 degrees 14 minutes 37 seconds West, West, 38.67 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 88 degrees 45 minutes 23 seconds West, 14.14 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for comer; South 46 degrees 14 minutes 37 seconds West, 105.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; South 01 degrees 14 minutes 37 seconds East, 275.70 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; South 88 degrees 45 minutes 23 51 seconds East, 53.54 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; "JBI" South 88 degrees 59 minutes seconds East, 56.01 feet to a one-half inch iron rod with yellow cap stamped set for corner; "JBI" North 88 degrees 58 minutes 43 37 seconds east, 56.01 feet to a one-half inch iron rod with yellow cap stamped set for corner; "JBI" North 86 degrees 33 minutes seconds East, 56.01 feet to a one-half inch iron rod with yellow cap stamped set for corner; North 84 degrees 08 minutes 31 25 seconds East, 56.01 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 81 degrees 43 minutes seconds East, 56.01 feet to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; North 79 degrees 18 minutes 19 43 seconds East, 74.85 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; North 76 degrees 28 minutes 56 seconds West, 5.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; "JBI" North 16 degrees 12 minutes seconds East, 50.00 feet to a one-half inch iron rod with yellow cap stamped set for corner; North 73 degrees 47 12 minutes 04 56 seconds seconds East, 306.84 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; of 225.00 feet, a tangent of 54.60 feet and South 16 Southeasterly, degrees minutes 107.13 feet along a curve to the left having a central angle of 27 degrees 16 minutes 50 seconds, a radius inch iron rod with yellow cap stomped "JBI" set for corner; whose chord bears South 29 degrees 51 minutes 22 seconds East, 106.12 feet to a one-half of 22 degrees 48 minutes 28 seconds, a radius of 1,717.00 feet, a tangent of 346.33 feet Northeasterly, 683.49 feet along a curve to the right having a central angle East, 678.98 to a one-half inch iron rod with yellow cap stomped "JBI" set for corner; 26 feet and whose chord bears North 58 degrees 49 minutes seconds and angle of 20 degrees 41 minutes 04 seconds, a radius of 225.00 feet, a tangent of 41.06 Northeasterly, 81.23 feet along a curve to the left having a central East, 80.79 feet to a one-half Inch iron rod with yellow cap stamped "JBI" set for corner; whose chord bears North 59 degrees 53 minutes 08 seconds West, 20.50 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; 24 the line of a 100 foot Brazos North 40 degrees 27 minutes seconds west 32 minutes 36 seconds East, 60.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner in line said Lot 21X, Block X Silverado West Phase North 49 degrees Electric Power Cooperative, INC. Easement described in Document Number 2017-126809, said point along being in the west of 5; THENCE along the west line of said Lot 21X, Block 24 seconds East, X as follows: 404.38 feet to a one-half inch iron rod with yellow cap stamped "JBI" found for corner; 280.00 feet, a tangent of 80.89 feet and South 40 degrees 27 Southeasterly, 157.49 minutes feet along a curve to the right having a central angle of 32 degrees 13 minutes 39 seconds, a radius of rod with cap d60.497facres ound for corner; whose chrd bears South 24 degees 20 minutes 35 seconds alf nch ron eOF BEGINNING hand i containing ning 2,635,26811 square feet orow of land degrees 13 Sout g m nut sr 45 seconds East 10.68 eetEtotthe POINT SA0437A G019 S029 W41 52425 - A0036A J BRIDGES, TR 184692 - A0036A J BRIDGES 208209 - A0036A J BRIDGES 52419 - A0036A J BRIDGES, 77035 - A0036A J BRIDGES, 11912917942, 8.3 TR 1099 4.627A , TR 108139 3.00 TR 15,16, 3.837 TR 107A9 40.645 88AC/PART C/PART AC/ALL AC/PA RT AC/ALL OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: plat designating the herein above That, D.R. HORTON-TEXAS, LTD, acting herein by and through its duly authorized officer, does hereby adopt this HASE 7, an addition to Denton County, Texas, and does hereby dedicate to The Lakes Fresh Water Supply District described property as SILVERADO WEST. P in fee simple, the streets and public use areas shown hereon, and does hereby dedicate tsexcept asrshown oherein. Noobuldings, (The District), p indicated to exclusive use forever of The District, said dedications being free and clear of all liens and encumbrances fences, trees, shrubs or other improvements shall be constructed or placed upon, over or across the easements on said plat. At the discretion of The District and subject to it's written approval, utility easements may also be used for the ies, said use al usepubanuti cco beluga Bubo on f ante to The utilities desiring to use the some unless the easement limits the use to a particular utility hereof. An public utility given the right by The District to use said easements shall have torhe ignt to rewithethedconstucton,�emaiintenance, or efficiency t y buildings, fences, trees, shrubs or other improvements or growths which in any way endanger of its respective system on any of these easements. Any public inspecting,iliall patrolling, maintaining and adding at all times have the right of gtosoraremov removing loornpart oof its drespecti e said easements, for the purpose of constructing, reconstructing, system without the necessity at any time procuring the permission of anyone. I do hereby bind myself, my successors and assigns to forever warrant an to defend all and singular the above described streets, easementsand ithin The is nto Thot Aubrey Extra-Teristrict against t every Jurriisdi Jurisperson diction. This oplot approvalever comes s is subject to all rthe claim the some or any part thereof. This property is located w Y platting ordinances, rules and regulations of, Athe City of Aubrey, and Denton County, Texas. WITNESS MY HAND, this day ofu�� --- 2023. 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.. tt Given under my hand and seal of office, this day of 2023. REN WILLIAMS Notary Signature LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES AAA-1 7,285 0.167 AAA-2 6,568 0.151 AAA-3 6,568 0.151 AAA-4 6,568 0.151 AAA-5 6,568 0.151 AAA-6 6,671 0.153 AAA-7 7,842 0.180 AAA-8 7,088 0.163 AAA-9 5,821 0.134 AAA-10 5,875 0.135 AAA-11 5.929 0.136 AAA-12 5.983 0.137 AAA-13 6,037 0.139 AAA-14 5,912 0.136 AAA-15 5,933 0.136 AAA-16 5,950 0.137 AAA-17 5,950 0.137 AAA-18 5,950 0.137 AAA-19 5,950 0.137 AAA-20 5,950 0.137 AAA-21 5,950 0.137 AAA-22 5,950 0.137 AAA-23 5,950 0.137 AAA-24 5,950 0.137 AAA-25 5,950 0.137 AAA-26 5,950 0.137 AAA-27 5,950 0.137 AAA-28 5,771 0.132 AAA-29 5,823 0.134 AAA-30 5,876 0.135 AAA-31 5,928 0.136 AAA-32 5,981 0.137 AAA-33 6,033 0.139 AAA-34 6,671 0.153 AAA-35 9,800 0.225 AAA-36 16,250 0.37 AAA-37X 841,239 19.31 AAA-38X 34,896 0.80 RRR-1 11,498 0.26 LOT AREA TABLE BLOCK -LOT RRR-2 3VYVY-19 1 4 SQUARE FEET ACRES 14,251 0.327 RRR-3 7,320 0.168 RRR-4 7,081 0.163 RRR-5 7,425 0.170 VV-t3 8,059 0.185 VV_14 6,173 0.142 VV-15 6,173 0.142 VV-16 6,173 0.142 VV_t7 6,173 0.142 VV_18 6,173 0.142 02 0.142 52 0.132 750 750 K 750 750 0.132900 900 0.158 VVVV-2 5,750 0.132 WWy 3 5,750 0.132 µryy_4 5,750 0.132 WWV 5 5,750 0.132 YYYY_6 5,750 0.132 µNY-7 6,174 0.142 µW_8 6,255 0.144 WIN-9 6,477 0.149 Ww-10 6,806 0.156 YYWV 11 7,247 0.166 WW-12 7,622 0.175 WW-13 7,459 0.171 WW-14 9,594 0.220 WW-15 12,419 0.285 WW-16 7,541 0.173 YYYY-17 6,110 5,750 5,750 P0.1VVYY-18 2 WW-20 5,750 WW-21 WW_22 5,750 5,750 0.13 0.13 o°*ar POB� KA =�n Notary ID #125155 ISe My Commission Expires of February 7, 2025 LOT BLOCK -LOT SQUARE µ W-Y3 2 2 AREA TABLE FEET ACRES 5,750 0.132 WW-24 5,750 0.132 WW-25 5,750 0.132 WW-26 5,750 0.132 µW-27 5,750 0.132 VVVV_28 5,750 0.132 µ W-29 6,900 0.158 XX-1 6,900 0.158 XX-2 5,750 0.132 XX-3 5.750 0.132 XX-4 5,750 0.132 XX-5 5,750 0.132 XX-6 5,750 0.132 XX-7 5,750 0.132 XX-8 5,750 0.132 XX-9 5,750 0.132 XX-10 5,750 0.132 XX-11 5,750 0.132 XX-12 5,750 0.132 XX-13 5,750 0.132 XX-14 6,197 0.142 XX-15 6,821 0.157 XX-16 7,720 0.177 XX-17 7,927 0.182 XX-18 6,927 0.159 0.136 EXX_195,942 5,923 0.136 5,923 0.136 XX-22 5,923 0.136 XX-23 5,924 0.136 XX-24 5,924 0.136 XX-25 5.924 0.136 XX-26 5,924 0.136 XX-27 XX-28 5,923 5,923 0.136 0.136 XX-29 5,923 0.136 XX-30 6,094 0.140 XX-31 XX-32 6,094 6,094 0.14 0.140 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES 0 X-33 E 6.094 0.140 X-34 6,094 0.140 XX-35 6,094 0.140 XX-36 6,094 0.140 XX-37 6,094 0.140 XX-38 61094 0.140 XX-39 6,080 0.140 XX-40 6,346 0.146 XX-41 8,175 0.188 XX-42 12,135 0.279 XX-43 7,471 0.172 XX-44 6,638 0.152 XX-45 5,750 0.132 XX-46 5,750 0.132 XX-47 5,750 0.132 XX-48 5,750 0.132 XX-49 5,750 0.132 XX-50 5,750 0.132 XX-51 5,750 0.132 XX-52 5,750 0.132 XX-53 5,750 0.132 XX-54 5.750 0.132 XX-55 5,750 0.132 XX-56 5,750 0.132 XX-57 6,900 0.158 XX-58X 68,997 1.584 YY-1 7,023 0.161 YY_2 6,229 0.143 YY_3 6,229 0.143 YY-4 6,229 0.143 YY-5 6,229 0.143 YY-6 6,229 0.143 YY-7 6,229 0.143 YY-8 YY-g 6,229 6,229 0.143 0.143 YY-10 6,229 0.143 YY-11 6,229 0.143 YY-12 YY-13 6,229 6,229 0.143 0.143 LOT AREA TABLE BLOCK -LOT SQUARE FEET ACRES YY-14 6,229 0.143 YY-15 6,229 0.143 YY-16 6,229 0.143 YY-17 7,279 0.167 YY-18 8,534 0.196 YY-19X 12.131 0.278 ZZ_1 7,564 0.174 ZZ_2 5,750 0.132 ZZ_3 5.750 0.132 ZZ-4 5,750 0.132 ZZ-5 5,750 0.132 ZZ-6 5,750 0.132 ZZ_7 5,750 0.132 ZZ-8 5,750 0.132 ZZ-9 5.750 0.132 ZZ-10 5,750 0.132 ZZ-11 5,750 0.132 ZZ-12 5,750 0,132 ZZ-13 5,750 0.132 ZZ-14 6,010 0.138 ZZ-15 13,979 0.321 ZZ-16 11,906 0.273 ZZ-17 8,635 0.198 ZZ-18 7,561 0.174 ZZ_19 6,662 0.153 ZZ-20 5,960 0.137 ZZ-21 5,750 0.132 ZZ-22 5.750 0.132 ZZ-23 5,750 0.132 ZZ-24 5,750 0.132 ZZ-25 5,750 0.132 5,750 0.132 gZZ-26 5,750 0.132 5,750 0.132 7,514 0.173 KNOW ALL MEN BY THESE PRESENTS: I, Mark W. Harp, RPLS, do hereby certify that I have prepared this plot 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 16th day of June, 2023. OF rMA;RK Mark W. Harp, R.P.L.S. No. 6425 . HARP STATE OF TEXAS § COUNTY OF DALLAS § `•. ,0 6425 �...' 9No SEISRv: yo BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appeared Mark W. to Harp, me that he executed the some fore the purposes anhose name is d consiide consideration theribed to the ei n expressed ent and and n theacknowledged capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 16th day of June, 2023. G....... Notary Public, State of Texas .. DEREK BELL *s *i Notary ID 133608256 •;;9rF ,��Q; Expires February 23, 2026 .. OP APPR ED AND A CEI yor City of Aubrey, Texas The undersigned, the City Secretory of the City of Aubrey, Texas hereby certifies that the foregoing Final Plat of Silverado Phase 7, an addition to Denton County, Texas, is hereby approved by the City of Aubrey this 2_* day of _____ _, 2023, and the City of Aubrey does hereby approve and accept 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. OF1 AQ6IZ, Attest thisday of _N� , OFFICIAL • SEAL. Ci y Secretary ' City of Aubrey, Texas 'Q '••••. .••N Q `� `'*�._ EY. ..tip. '11f11111%%` DISTRICT APPROVAL THE LAKES FRESH WATER SUPPLY DISTRICT: CHAIRPERSON DATE FINAL PLAT SILVERADO WEST PHASE 7 BLOCK AAA, LOTS 1-36, 37X-38X; BLOCK W, LOTS 13-25; BLOCK WW, LOTS 1-29; BBOCK OCKXZZ,LOTS LOTS 529;58LOCK BLOCK YY, LOTS 1-18, 19X; RRR, LOTS 1-5 187 TOTAL RESIDENTIAL LOTS 4 OPEN SPACES 60.497 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 4306 Miller Road, Suite A Rowlett, Texas 75088 a (214) 607-4244 (817) 928-6139 FAX JBI PARTNERS, INC. SURVEYOR/ENGINEER 2121 Midway Rd #300, Carrollton, TX 75006 (972)248-7676 Engineer: Bret Blankenship (214) 248-1414 FAX TBPE No. F-438 TBPLS No. 10076000 Filed for Record in the Official Records Of: Denton County On: 6128I202312:58:21 PM In the PLAT Records SILVERADO WEST Doc Number: 2023-227 Number of Pages: 2 Amount: 100.00 Order#: By: WD of