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SA0425AP. V. C. CALLED FRANK208.838 RTELCRES VOL. 4571, PG. 1875 RPRDCT D.R. HORTON-TEXAS, LTD. y� (TRACT 2-CALLED 516.690 ACRES) 16i DOC. NO. 20,7-,39975 SA0425A G01, S02, W41 52411 - A0036A J BRIDGES, TR 14, 8.240AC/PART \\ s 52419 - A0036A J B RI DG ES, TR 15,16, 8.180AC/PART i I I ooc. NQ TY EASEMENT \ P. O ,'� 52425 - A0036A J BRIDGES, TR 11,12,17,42, 0.259AC/PAR S88'1� '23"E 248. 'tL�, �\ \ 80.0 0 777561 c6 �, 77035 - A0036A J B RI DG ES, TR 107A, 0.110AC/PART ' _- \ 184692 - A0036A J BRIDGES TR 109 26.373AC/PART �WW Iv 1, 57 � SUNNYVIEW � ��� \ � � 03 N 16 I S88'45'23'E 170.83' 7.5 U YL4 Jt \ ss '2 I z 1 I $ 17 m ^ F� w - W zo �) O I S88'45'23" 4J'1I d=`� �i "� �i JOct 5 W� a I 118.51 R W '� 1 T Jri 2 r`r ui 3 Jci 4\ \ d 0 a O $ 18 �j Z^ WW1' a a Z i.5. I I I 142 . 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W ♦51 64 ,� uoi n b 'n n o r�i n b M N 75 Q 1, ♦\ \ '0 85 a vi 66 vi 67 a v a 73 74 vi r r - r 88 r �_ 69 r¢ 70 �+ 71 Ai 72 A n c�� \\ \ \ \ r „' \ LOT 1X, BLOCK LLL \\ 26.77' z z z z z L5b 1` OPEN SPACE \♦ \ 51.00' 60.00' 50.00' 50. .DO' 50.00' L L52 L53 153:99 g3 1\ 1 ♦ \ L19 51.00 50.00' 50.00 50.00' 50:5 50.00 50.24' 42.79. 33.5s 4• .3 15'� \ \ eW 6.29' 15.52 $'� 15'uE ♦ \ \ 0'J Jq n O M C M O. O M O: y. N 78 !j i7 Y ; n 85 t 84 d Jn Jn c Y r \ U I J 87 Z 86 r'� r ' 83 82 t ^ 81 80 r 79 JSi , •� 1 \\ \ fan z- z: z 475g 6.08 b460_ g4 Z ��\♦ `° ") I 5tY00` 90 �0'I - - &4Fi9 ` Sp c ; Qo I C t�j1 1 S88.4523"E 256.12' 7.5UE ELK FALL �G C11 p� �� ?fir♦\ z0 W N I LI 7.WUE o <a L14 �-s7. -6zoo -62:oe- ss-oe 8 ! W W p = N ((,,�� I i i _. W 0 8L W W W .;�. O 12 ` \, ♦♦. DE ( M '�� ^$ ng Mg Mg °.00 $o og 10 ¢ I r- .�I� 1 Tura 2 Tug 3 r ^i 4 T ui 5 T iri 6 Teri 7 r ai 8 !n � g J z Z Z- z -O 8 1.7 , I N88'4523"W 275.70' L12 L11 Li Lg I , , D.R. HORTON-TEXAS, LTD. (TRACT 2-CALLED 516.690 ACRES) DOC. NO. 2017-139975 --J NOTES 1. THE BEARINGS SHOWN AND RECITED HEREON RE 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 0.99980392677). 2. THIS FINAL PLAT CONFORMS TO REQUIREMENTS PER THE CITY OF AUBREY ORDINANCE NUMBER 486-12, DATED : APRIL 15, 2014 & WATER AND WASTEWATER FACILITIES WITHIN THIS DEVELOPMENT WALL 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 WALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE DEVELOPMENT AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WALL BE OWNED, OPERATED AND MAINTAINED BY THE LAKES -FRESH WATER SUPPLY DISTRICT OF DENTON COUNTY & ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 48121CO265G. REVISION DATE APRIL 18. 2011, SUBJECT TRACT LIES OUTSIDE OF SHADED ZONE A. A SPECIAL FLOOD HAZARD AREA (100 YEAR FLOOD OR 1 T 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 ESTABUSHED 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 UTIU71ES AND BUILDING PERMITS. 12. ALL CORNERS NOT LABELED ARE ONE-HALF INCH IRON ROD SET WITH A YELLOW CAP STAMPED "JBI" UNLESS NOTED OTHERWISE. LINE TABLE LINE TABLE LINE TABLE LINE TABLE NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH NO. BEARING LENGTH L1 S393708'E 50.00' L16 NO1'14'37'E 50.00' L31 N7526'56"E 56.97' L48 S43'45'23"E 14.14' L2 S4932'36'W 60.00' L17 N88'45'23"W 15.50' L32 N8250'51"E 57.00' L47 S46'1437"W 14.14' L3 S40'272eE 20.50' LIS I N01'14'37E 106.77' L33 N8520'1O"E 56.73' L48 N43'4523"W 1414' L4 S73147'04"W 50.00' L19 N88-45.23"W 163.82' L34 N5830'52"E 83.75' L49 N4614'37"E 35.36' L5 S16-12-58"E 5.OW L20 NOO'D2'04"E 16492' L35 N67MV20"E 60.51S L50 S43 4,W23"E 35.36' L6 S7628'43-W 748V L21 N6855'57"W 75.00' L36 S727V34"W 58.32' L51 N46`14'37"E 35.36' L7 S79'18'19"W 56.01' L22 SOt'14'37"W 37.84' L37 S772SWW 58.32' L52 S8932'59'E 56.52' LS SB1'43'25"W 56.01' L23 SSr45'23-E 145.83' L38 S8222'2eW` 5&32' L53 N87'25'52"E 58.31' L9 S84VW31'W 56.01' L24 N84'13'37"E 62.48' L39 S8750-16-W 58.30' L.54 N8414-17-E 58.31' L10 S8633'37-W 56.01' L25 N88'54'17"E 62.48' L40 S8913-45-E 54.W L55 N81'02'42'E 58.31' L11 SW SW43"W 56.01' L26 S49'01'16-W 83.15' L41 N8338.09-E 66.11' L56 N77-42.11-E 7&47 L12 N8B59'51"W 53.51V L27 N59SW56"E 56.95' L42 N75VW49"E 49.49' L57 N7W45'56"E 83.22' L13 N01'14'37"E 105.00' L28 N6519'12"E 56.97' L43 N64'14'25"E 58.80' L581 NOO'03'23"E 53.01' L14 N4614'37'E 14A4' L29 N68'41'47"E 56.97 L44 S5022.52"W 25.02' L15 S88'45'23"E 3&67 L30 N72'04'21'E 56.97' L45 S50'22'S2'W 25.02' CURVE TABLE NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING CHORD C1 2&72' 0045W35' 275.00' 11.87 S52'51'09"W 23.72' C2 81.23' 020'41'04' 225.00' 41.06' S59-008"W 80.79' C3 SS&4V 022'48'28" 1717.00' 346.33' S58'49'26"W 67&98' C4 107.13' 027'10'50' 225.00' 54.60' N29'51'22"W 106.12' C5 47.50' 04521'28' 50.00' 25.07 N7752'41"W 46.27 C6 160.47 040'91'45" 225.00' 8&82' N70'48'44E 157.09' C7 454.ar 041'42b1" 625.00' 23&0,V N7023'36"E 444.91' C8 227.93' 02435'38" 531.00' 11&75' N78*W48-E 226.18' C9 276.08' 017'2733" 905.00' 139.12' N8230'50`E 275.01' CIO 17&30' 04051'45" 250.00' 9&13' N70'48'44"E 174.54' C1, 361.70' 0172733' 1187.00' 182.26' N8230'50"E 360.31' C12 70.99' 01616'07" 250.00' 35.73' N58'W55-E 70.75' FC13 465.00' 032'48'41' 81200' 239.07 N74'S0't6'E 45&88' C14 35.1S 008'O3'04" 250.00' 17.59' N5424'24"E 35.10' SIDEWALK STREETESMT, AT ► 1L: iO► NOT TO SCALE LOT 10'X10' LOT SIDEWALK & VISIBILITY ESMT. o (TYP.) F- 10 W W 10' O � 10'X10' SIDEWALK & VISIBILITY LOT ESMT. ( \TYP•) - LOT STREET MCNATT 'ROAD 020' R.0.vo ''Er LOT 53BLOCK QQQ ! ' 1/2-(�) OPEN 36 QQQ 37 SILVERADO T. PHASE 6 38 DOC. NO. 2022-123 39 35>/ VICINITY MAP N.T.S. I GRAPHIC SCALE 100 0. 50 100 200 ( IN F ) 1 inch = 100 It LEGEND P.O.B. POINT OF BEGINNING CIRF CAPPED IRON ROD FOUND (CM) CONTROL MONUMENT BL BUILDING LINE UE UTILITY EASEMENT ROW RIGHT-OF-WAY SSE SANITARY SEWER EASEMENT DE DRAINAGE EASEMENT STREET NAME CHANGE INDICATOR FINAL PLAT SILVERADO WEST PHASE 8 BLOCK PP. LOTS 15-87, 88X; BLOCK SS, LOTS 1-11; BLOCK TT, LOTS 1-19; BLOCK UU. LOTS 1-19; BLOCK VV, LOTS 1-12; BLOCK LU , LOT 1 X; 134 TOTAL RESIDENTIAL LOTS 2 OPEN SPACES 44.162 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 Suite Carrollton. TX 75( 006 (214)248-1414 FAX Engineer: Bret Blankenship TBPE No. F-438 18PLS No. 10076000 May 17 2021 Sheet 1 of 2 Filed for Record in the Official Records Of: n..P.... n......... USES NUMBER SQUARE FEET ACREAGE DENSITY RESIDENTIAL LOTS 134 897.871 20.612 3.03 - OPEN SPACE LOTS 2 655,417 15.046 SPECIAL USE LOT 0 0 0 RIGHT-OF-WAY 370,410 8.504 TOTAL 1,923,698 44.162 L Now 1 OWNER'S DEDICATION STATE OF TEXAS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: COUNTY OF DENTON N art of the James Brid Jr. Survey,Abstract Number 36 and WHEREAS, D.R. Horton -Texas, Ltd. is the owner of a parcel of land located in Denton County, Texas. a p Bridges That, D.R. HORTON-TEXAS, LTD, acting herein by and through its duly authorized officer, does hereby adopt this plat designating the being a of Tract 2 (called 516.690 acres) described in deed to D.R. Horton -Texas, LTD. as in Document Number 2017-139975, Real Property Records of herein above described property as SILVERADO WEST. PHASE S, an addition to Denton County, Texas, and does hereby dedicate to The part ,recorded Denton County. Texas, and being further described as follows: 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 COMMENCING at a point for the northwest corner of said 516.690 acre tract, said point being in the south line of that called 208.838 acre tract of land described in and clear of all liens and encumbrances except as shown herein. No buildings, fences. trees, shrubs or other improvements shall be deed to Frank Bartel as recorded in Volume 4571' Page 1875. Real Property Records of Denton County; 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 mutual use and accommodation of all public utilities desiring to use the some THENCE South 27 degrees 17 minutes 30 seconds East, 1,135.16 feet to the POINT OF BEGINNING; unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to The District use "JBI* thereof. Any public utility given the right by The District to use sold easements shall have the right to remove and keep removed all THENCE South 39 degrees 37 minutes 08 seconds East, 50.00 feet to 0 one-half inch iron rod with yellow cap stamped JBI set for corner, 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 havethe THENCE Southwesterly. 23.72 feet along a curve to the right having a central angle of 04 degrees 56 minutes 35 seconds, a radius of 275.00 feet, a tangent of 11.87 'JBI" right of ingress and egress to and from and upon any said easements for the .purpose of constructing, reconstructing, inspecting, feet and whose chord bears South 52 degrees 51 minutes 09 seconds West, 23.72 feet to a one-half inch iron rod with yellow cap stamped set for corner; patrolling, maintaining and adding to or removing all or part of its respective system without the necessity at any time procuring the 'JBI* permission of anyone. 4=do hereby bind myself, my successors and assigns to forever warrant and defend all and singular the above THENCE South 39 degrees 37 minutes 08 seconds East, 583.13 feet to a one-half inch iron rod with yellow cap stamped JBI set for comer, described streets, easements and rights unto The District against every person whomsoever canes lawfully claiming or to claim the "JBI* some or any part thereof. This property is located within The City of Aubrey Extra -Territorial Jurisdiction. This plat approval is subject THENCE South 40 degrees 27 minutes 24 seconds East. 1,311.16 feet to a one-half inch iron rod with yellow cap stamped JBI set for corner, from which said iron rod to all the platting ordinances, rules and egulations of the City of Aubrey, and Denton County, Texas. bears South 40 degrees 27 minutes 24 seconds East, 748.45 feet to a one-half inch iron rod with yellow cap stamped "JBI" found at the north comer of Lot 53X, Block QQQ, Silverodo West, Phase 6, an addition to Denton County as recorded in Document Number 2022-123, said point also being in the south right-of-way line of WITNESS MY HAND, this day of 2022. McNutt Road. a 120 foot right-of-way, THENCE South 49 degrees 32 minutes 36 seconds West, 60.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, D.R. TON-JXAS, THENCE South 40 degrees 27 minutes 24 seconds East, 20.50 feet to a one-half inch iron rod with yellow cap stamped "JBI' set for comer, THENCE Southwesterly, 81.23 feet along a curve to the right having a central angle of 20 degrees 41 minutes 04 seconds, a radius of 225.00 feet, a tangent of 41.06 "JBI' David L ooth, Land Acquisition Development Manager feet and whose chord bears South 59 degrees 53 minutes 08 seconds West, 80.79 feet to a one-half inch iron rod with yellow cap stamped set for corner. THENCE Southwesterly, 683.49 feet along a curve to the left having a central angle of 22 degrees 48 minutes 28 seconds, a radius 1.717.00 feet, a tangent of 346.33 feet and whose chord bears South 58 degrees 49 minutes 26 seconds West, 678.98 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, STATE OF TEXAS THENCE Northwesterly, 107.13 feet along a curve to the right having a central angle of 27 degrees 16 minutes 50 seconds, a radius of 225.00 feet. a tangent of 54.60 feet and whose chord bears North 29 degrees 51 minutes 22 seconds West, 106.12 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; COUNTY OF DALLAS THENCE North 16 degrees 12 minutes 56 seconds West. 306.84 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, 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 THENCE South 73 degrees 47 minutes 04 seconds West, 50.00 feet to a one-half inch iron rod with yellow cap stamped 'JBI" set for comer; that he/she executed the some for the purposes and considerations therein expressed and in the capacity therein stated and as the act and deed therein stated.. THENCE South 16 degrees 12 minutes 56 seconds East, 5.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner; 'JBI" under my hand and seal of office, this day of 2022. THENCE South 76 degrees 28 minutes 43 seconds West, 74.85 feet to a one-half inch iron rod with yellow cap stamped set for comer.Given THENCE South 79 degrees 18 minutes 19 seconds West, 56.01 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE South 81 degrees 43 minutes 25 seconds West, 56.01 feet to a one-half inch iron rod with yellow cap stamped "JBI` set for comer, - Notary Signature w w SURVEYOR'S CERTIFICATE 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 comer monuments shown hereon were properly placed under my personal supervision in accordance with the Denton County Subdivision Rules and Regulations. Dated this the 17th day of May, 2022. �F•..., bpi... ....................... hi • MARK W. HARP Mark W. Harp, R.P.L.S. No/6425 ..c.�...eq,25...v. 'q, • . ,ESS�..•yo STATE OF TEXAS $ COUNTY OF DALLAS i i BEFORE ME, the undersigned authority in and for the State of Texas, on this day personally appearedMark W. Horp, 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 17th day of May, 2022. ------------------- M�f�iO� �X��e► {�Y PUB! t• �.%, ROSA M. GARCIA Notary Public, State of Texas Notary ID 1M92205 ' �,�<� ° Expires April 13, 2024 rF.._' THENCE South 84 degrees 08 minutes 31 seconds West, 56.01 feet to a one-half inch iron rod with yellow cap stamped JBI set for corner, a KAREN WILLIAMs Notaryto#125155756 THENCE South 86 degrees 33 minutes 37 seconds West, 56.01 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, My commission Expires February 7, 2025 DISTRICT APPROVAL THENCE South 88 degrees 58 minutes 43 seconds West, 56.01 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, THENCE North 88 degrees 59 minutes 51 seconds West, 53.54 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. 275.70 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, d " " t f THE LAKES ESH WATER SUPPLY DISTRICT: a3 a a- CHAIRPERSON ATE THENCE North Ot degrees 14 minutes 37 seconds East, 105.00 feet to a one-half inch iron rod with yellow cap stampe JBI se or corner. THENCE North 46 degrees 14 minutes 37 seconds 'East, 14.14 feet to a one-half Inch iron rod with yellow cap stamped "JBI" set for comerr, THENCE South 88 degrees 45 minutes 23 seconds East, 38.67 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corne THENCE North 01 degrees 14 minutes 37 seconds East, 50.00 'feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, 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 Northwesterly, 47.50 feet along a curve to the left having a central angle of 45 degrees 21 minutes 28 seconds, a radius of 60.00 feet, a tangent of 25.07 feet and whose chord bears North 77 degrees 52 minutes 41 seconds West, 46.27 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, THENCE North `01 degrees 14 minutes' 37 seconds East, 106.77 feet to a` one-holf inch iron rod with yellow cap stamped "JBI" set for comer; THENCE North 88 degrees 45 minutes 23 seconds West, 163.82 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE North 00 degrees 02 minutes 04 seconds East, 164.92 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE North 68 degrees 55 minutes 57 seconds West,_ 75.00 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for corner, THENCE North 00 degrees 04 minutes 31 seconds East, 672.05 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, THENCE North 01 degrees 12 minutes 29 seconds East, 464.12 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, 248.61 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for comer, THENCE South 01 degrees 14 minutes 37 seconds West, 37.84 feet to a one-half inch iron rod with yellow cap stamped 'JBP' set for corner, THENCE South 88 degrees 45 minutes 23 seconds East, 145.83 feet to a one-half Inch iron rod with yellow cap stamped "JBI" set for comer. THENCE Northeasterly, 160.47 feet along a curve to the left having a central angle of 40 degrees 51 minutes 45 seconds, a radius of 225.00 feet, a tangent of 83.82 feet and whose chord bears North 70 degrees 48 minutes 44 seconds fast, 157.09 feet to the POINT OF BEGINNING and containing 1,923,698 square feet or 44.162 acres of land. LOT AREA TABLE 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 BLOCK -LOT SQUARE FEET ACRES LLL-1X 568,947 13.051 PP-34 6.578 0.151 PP-54 5,750 0.132 PP-74 6,349 0.146 SS-5 9,419 0.216 TT-15 6,579 0.151 UU-16 5.775 0.133 PP-15 5,930 0.136 PP-35 6.780 0.156 PP-55 5,750 0.132 PP-75 8.385 0.192 SS-7 6.592 0.151 TT-16 6,594 0.151 UU-17 5,775 0.133 PP-16 5,928 0.136 PP-36 6,894 0.158 PP-56 5,656 0.130 PP-78 7.895 0.181 SS-8 8,837 0.203 TT-17 6,099 0.140 UU-18 5,775 0.133 PP-17 5.928 0.136 PP-37 6,894 0.158 PP-57 17.917 0.411 PP-77 5.995 0.138 SS-9 6,634 0.152 TT-18 5.891 0.135 UU-19 7.905 0.181 PP-18 5.925 0.136 PP-38 6,894 0.158 PP-58 10,652 0.245 PP-78 5,994 0.138 SS-10 5,775 0.133 TT-19 61880 0.158 W-1 7.735 0.173 PP-19 5.923 0.136 PP-39 6,894 0.158 PP-59 6,081 M139 PP-79 5,995 0.138 SS-11 6,930 0.159 UU-1 7,905 0.181 W-2 5.980 0.137 PP-20 5,922 0.136 PP-40 6,837 0.157 PP-60 6,025 0.138 PP-80 5,996 0.138 TT-1 6.930 0.159 UU-2 5,775 0.133 W-3 %980 0.137 PP-21 5,920 0.136 PP-41 8.660 0.199 PP-61 5,972 0.137 PP-81 6,032 0.138 TT-2 5.8W 0.135 UU-3 5,775 0.133 W-4 5ABO 0.137 PP-22 5,919 0.136 PP-42 7,489 0.172 PP-62 51919 0.136 PP-82 5,775 0.133 17-3 5.762 0.132 UU-4 5,775 0.133 W-5 5,980 0.137 PP-23 5,917 0.138 PP-43 6,225 0.143 PP-63 10,144 0.233 PP-83 5,775 0.133 TT-4 6.143 0.141 UU-5 5.775 0.133 W-6 6,031 0.138 PP-24 5,902 0.135 PP-44 6.657 0.153 PP-64 14.256 0.327 PP-84 5.775 0.133 TT-5 6,158 0.141 UU-6 5,775 0.133 W-7 6,151 0.141 PP-25 5,853 0.134 PP-45 6,888 0.158 PP-65 5.684 0.130 PP-85 5,775 0.133 TT-6 61158 0.141 UU-7 6,647 0.153 W-8 6,151 0.141 PP-26 6.075 0.139 PP-46 7.016 0.161 PP-66 5.775 0.133 PP -se 5,775 0.133 TT-7 6,158 0.141 UU-8 6.647 0.153 W-9 6,151 0.141 PP-27 10,475 0.240 PP-47 7,028 0.161 PP-67 5,775 0.133 PP-87 5,548 0.127 1T-8 6,266 0.144 UU-9 8,610 0.198 W-10 6,151 0.141 PP-28 15,134 0.347 PP-48 6,924 0.159 PP-68 5,775 0.133 PP-88X 86,470 1.985 TT-9 8,133 0.187 UU-10 7,970 0.183 W-11 6,151 0.141 PP-29 5,670 0.130 PP-49 6,734 0.155 PP-69 5,77540.1" SS-1 6,930 0.159 TT-10 9.007 0.207 UU-11 6,078 0.140 W-12 8.085 0.186 PP-30 5,750 0.132 PP-50 6,400 0.147 PP-70 5,775 SS-2 5,775 0.133 TT-11 6,604 0.152 UU-12 6,C 75 0.139 PP-31 5,750 0.132 PP-51 %815 0.133 PP-71 8,259 SS-3 5,974 0.137 TT--12 6,580 0.151 UU-13 6,080 0.140 PP-32 6,252 0.144 PP-52 5.750 0.132 PP-72 6,349 SS-4 6,452 0.148 TT-13 6.577 0.131 UU-14 5.775 0.133 PP-33 6,333 0.145 11 PP-53 5.750 0.132 PP-73 6,349 SS-5 9,115 0.209 TT-14 6.578 0.151 UU-15 5,775 0.133 APP D AND ACCEPTED: Mayor City of Aubrey, Texas The undersigned, the City Secretary of the City of Aubrey, Texas hereby certifies that the foregoing Final Plat of SlIverado Phase 8, an addition to Denton County, Texas, is hereby approved by the City of Aubrey this 3 Vd day of Oabh� 2022, 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. ,. %J111111.,11 `,Or- AU � Attest this 3, day of fD _ __, 2022 - G. OFsCIA1S. - ;� Ste- 43 City Secretary ��� "7 ''�.......• it-P.��� City of Aubrey, Texas '+, ���ern11 FINAL PLAT SILVERADO WEST PHASE 8 BLOCK PP. - LOTS 15-87, 88X; BLOCK SS, LOTS 1-11; BLOCK TT, LOTS 1-19; BLOCK UU, LOTS 1-19; BLOCK W, LOTS 1-12;11 BLOCK LLL, LOT 1X; 134 TOTAL RESIDENTIAL LOTS 2 OPEN SPACES 44.162 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 43M Miller Road. Suite A (214) 607-4244 Rowlett, Texas 75088 (817) 928-6139 FAX JBI PARTNERS, INC. SURVEYOR/ENGINEER 2121 Midway Rd, Suite 300 (972)248-7676 Carrollton, TX 75006 (214) 248-1414 FAX Engineer. Bret Blankenship TBPE No. F-4W TBPLS No. 10075000 May 17, 2021 Sheet 2 of 2 Filed for Record ... New Pun ie nu HIM<44 a I Aiwiw, 3.4 _ a mb ; weirs: , 1 :.., A ` t k . tjji.. ! ,' ." _ 3 a, S