The URL can be used to link to this page

SA0407ACALLED 208835 ACR-_S P. CRT'" FRANK EARTE OR. HORTON TEARS, LTD FCmJ VOL5J PC 1675 R RDCT I 2-CALLED 91860 PORES) N88'S0'2TDW Oc NO 2020-67973 5,815.32' DR HORTON-TEXAS LTD (TRACT C NO 20 ] 6 399 690 ACRES) D J5 SLVERPOO PHASE 58 4J� wC NO.2021-356 LINE TABU ONE TABLE LINE TABLE UNE TABU NO. BEARING NO, SEARING LENGTH NO. BEARING LENGTH N0. BEARING LENGTH L1 SBBV5'MY L22 S0114'37-W 50.00' L43 N5916'2YE 6262' L64 N2151'32"E 3142L2 NOIAUFE L23 S88'45'23-E 351' L44 N523f4SE MS2' L65 NST21'17-E 508ffL3 SBBY5'2SE LM SO1Ie37•W 55.06' L45 N6RY07-E 6252' L66 N7ROVOTE 60 AW L4 $2131'3YW JLENG� L25 CRUDE 20"W 7696 L46 N409S28-E MAC L67 N759249Y 6089D 5696281E L26 NSA 49'O'W 35.SIT L47 N33'3750-E 6262' L68 N70i3'35OE MOUD L6 N21-51'$"E L27 FIBERS'23-W 25,00' L48 N2713'11-E 6262- L69 N56'44'21"E 5089L7 S2DSVMSW L28 N0114'37-E 5000' L49 N2211'22"E ARAB VO N62-35'07-E 5089' LB DURPHUTE L29 SWD45'23-E 2500' L50 M910'57-E 65 W L71 NKOB 53'E 60.89' L9 N21'S1}YE L30 N88'45'23-W 25.00' LS 187�2117"E 56.30 L]2 N5416-39-E 60.89' CIO S22V2 MTW 6545 L31 NDM07PE NEW L52 N4913'14-E 60.82- L73 N5097MRE 60MR LV S2512'01 SW 6089' L32 S88'45'23-E 25. OFF L53 I N4WUV22"E 5572 J 111"E AS AS' 52921'15-W 6069 L33 O'8'S0E 6J L54 N'2]'19"E 1L12 S423-C 3E36 L13 SEES 30'29-W 2473' L34 N60OCROT 494Y L55 SNOTOKS8"E 73,39' LJ6 N41'48'5TE 6059 L14 55309'02"E MM LM KNOTS uEE 49.45 L56 SWW26-E M202' L77 N3739'43-E 60.89 Lis S5C3116-E 15D8' LOS NMI 31 YE 4939' L57 N371212•W 59.89' L78 N33'30'29T 60.8A L16 WBV8G8TE MD6' L37 SRP45'23-E 325E L50 N88'AS 23-W 62.67' L79 N4614'37-E 1414' L17 SW32IS W 5294' LOS N89'4UMSE W 51' L59 N00'45'23-W 5000' L80 N35'33'29-W 16,01' CIS S68i5'02TE 61]6' L39 N8454'57"E 62.52' LBO S1034'01"E 2651' L81 N549Y46'E 31.38' OR S72'36W"E 6279' L40 N709010"E 6262 L61 SUA45'23-E 6267' L20 S461037-W 14J4 L41 N729540 E 6262 L62 N2131321E 31,42' 01 NW-45'23-W 27. AS' L42 N65"41'021E 62SV L63 SBSY5'23-E 6266' USES NUMBER SCALARS FEET ACREAGE DENSITY RESIOENTAL LOTS 182 1,257,439 28.86E 4.949 OPEN SPACE LOTS 0 0 0 SPECIAL USE LOT 0 0 0 RIGHT-OF-WAY 344.484 7,908 TOTAL 1,601,923 36,775 P.O.B. CIRS j — 1 I iI I 1 I I I I I I I of I n DRAINAGEEASEMENT ml>' BY SEPARATE E INSTRUMENT 0 C] aIC I ¢, NI I h DR o S. LTD (TRACT c Y2S 690 Pc9Es) D C 39 I I I I I I I I I I I - j I I a>06 �--� cP % �� I I I 1I EI o=20'36'561 R R=225A0 Nj L=80.96' T=40.92' ChB=S78'26'55°E 1 I': 2 3 g'I 6 16 6 g S OK f' WSW O 65 E1 9 F 13 z 12 i yRbl� 20 DI� .weer—�� yQtJ LAPN 4A11 IF C Ls DO HORTON-TEXAS LTD (TRACT ]-CPLLFD 516-690 ACRES) DOC. NO 2317 '39976 IRONED ROD oo DET 112 IRON ROD FOUND R BUILDING LINE SETBACK 1E UTILITY EASEMENT 10x RIGHT-OF-WAY SA SIDEWALK EASEMENT IF DRAINAGE EASEMENT EWT EASEMENT HOMEOWNER'S ASSOCIATION ARE WALL MAINTENANCE EASEMENT ssc SANITARY SEWER EASEMENT 57REE7 NAME CHANGE INDICATOR CURVE TABLE NO. DELTA A ivA' C15 IRG3 04' 700 SO 84769 4UP56 N56-33SPIE 79DIME �00 F 16 17 .� NY1s mi3 (B E .5ji ro 18 w n4 :rLl / _ 40 S97 °BIN v V Ac �3 3z o 0 e ayc TI1E, i 1,W �YpG oNI aHY` 27 O 00� }2 'h 1 5� 31 � SJ3b 22241' C aTICS 2 5 SOs +� ^26 25 m_ 24 TYPICAL LOT EASEMENT DETAIL NOT TO SCALE 15' WALL MAINIE NCE EASEMENT {. E) SWME— qCi LOT LOT LGT Z19 n DO BUILDING n� LINNUFRONn ..... 7_5LE STREET 10'X10' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION NOT TO SCALE Lor i O'x10' LOi JO8 SIDEWALK & V151BILITY ESMT 1 10' 10'XIC SIDEWALK & VISIBILITY HOT ESMT (TYP.) LOT STREET 11 GRAPHIC SCALE ON IN FEET ) 1 Rock - 109 It VICINITY MAP N. T. S. ME BEARINGS SHOWN AND AOTEO HEREON ARE REFERENCED TO TIE TSAS STATE PLANE COORDINATE SYSTEM. TEXAS NMT1 GENERAL ZONE NUMBER 4$02- HAD 83 ALL DATA CONTAINED HEREIN IS SCALED TO SURFACE WUH A (SURFACE TO GRID SCALE FACTOR 0.999849392677). 2 MIS FINAL PLAT CONFORMS TO REWIREMENTS PER ME CITY OF AUBREY ORDINANCE NUMBER 485-12 DATED APRIL 15. 2014 3. WATER AND WASTEWATER FACULTIES WITHIN MIS DEVELOPMENT MLL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WM ME DEVELOPMENT AGREEMENT. MUSTANG SPECIAL USURY DISTRICT HOLDS ME WATER AND WASTEWATER CCN FOR ME PROPERTY WATER AND WASTEWATER SEWER FACILITES KILL BE OWNED, OPERATED AND MAINTAINED BY MUSTANG SPECIAL UTLITY DISTRICT. ♦. ROADWAY AND DRAINAGE FACILITIES WMIN MI5 DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WM ME DENIWMENT AGREEMENT. ROADWAY AND DRAINAGE FACILITIES WLL BE OWNED, OPERATED AND MAINTAINED BY ME LANES -FRESH WATER SUPPLY DISTRICT OF DENTON COUNTY. 5 ACCORDING TO ME FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 481$1CO265 G. REVISION DATE APRIL 18, 2011, SUBJECT TRACT LIES WiSIOE OF SHADED ZONE A, A SPECIAL ROW HAZARD AREA (100 TEAR LEGEND OR i PERCENT ANNUAL CHANGE PLANE) NO BASE ROW ELEVATION DETERMINED. 6. ALL BUILDING LINE FOLLOW ME TYPICAL LOT DETAIL. KEY LOTS HAYS A 20' STREET SIDE BUILDING ONE. 7. SCREENING WALLS, LANDSCAPING, AND SIDEWALKS MLL BE MAINTAINED BY ME NON. 8. ALL EXIISTNG STRUCTURES ON SUBJECT TRACT SHOWN HEREON ARE TO BE HUNDRED 8. ALL LOTS MEET MINIMUM SWAHE FOOTAGE. 10. ALL COMMON AREAS ARE DEDICATED TO AND MAINTAINED BY ME HCNEONNERS ASSOGATIW ESTABLISHED FOR MIS DEVELOPMENT 11 'ROUND. SELLING A PORTION OF THIS ALLSTON BY METES AND BOUNDS IS A VIOLATION OF STATE LAW AND IS SUBJECT TO PINES AND WMHOLDINO OF CITY UiUTES AND BUILDING PERMITS" 1$ ALL CONNfl6 NOT LABaEO ARE CEDE -HALF INCH IRON ROD SET WM A YELLOW CAP STAMPED "JBI" UNLESS NOTED OMERASE FINAL PLAT SILVERADO WEST PHASE 2 BLOCK H. LOTS 5-40; BLOCK 1, LOTS 14-33; BLOCK K. LOTS 1-16; BLOCK L, LOTS 1-27; BLOCK M, LOTS 1-33; BLOCK N, LOTS 1-32 AND BLOCK 0, LOTS 1-18 182 TOTAL RESIDENTIAL LOTS 36.765 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, (214) 607-4244 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 MAE N¢ F-436 TBPLS No, 10076WO USES NUMBER SQUARE FEET ACREAGE RESIDENTIAL LOTS 182 1.257.439 28.867 q4,949 OPEN SPACE LOTS p p p SPECIAL USE LOT p p 0 RIGHT-OF-WAY 344,484 7.908 TOTAL 1,601,923 36775 TAKE NO ELTA ADAW LENGTH TANGENT CHORD BEARING CHORD C2 13 37-121` 27 C CA II Of Be 7[CUREAE Cl i 8 3 1233 p�. h IT 11 QP i2 LL IL we"" � _ AS HEO i ER te R 22 7�0 D.R. HORTorv-TExAs, LTD. 6'_. P 's'F SAC 23 R 1TRACT 2-CCALED 516W .690 ACRES) $ V DOC NO 2017-139915 I 1 96 a_ 27 S 25 _" 26 , 7 IT UP P7 1 N � 1 �-319IS $ 2 3 L 2e I r� z� _ ____- - r j D EJ 23 2 ONEEEE of TI Z IS 8 S+EE 18 j �A se 1.�9 01 g IS t -1 22 R ; 23 6 4 SIR 32 28~ € .WITS SEEPS' 25 �f G t. 1 P 18 e62 7 kREEF 23-E Ism 84 23 E a15� DE4 00 PC Res o ;a4`5ICDBE k o R R 6 131 S BE 1, 5 0o San 50O 3 11500 11 115 10L LINE TABL£ LINE RABID TINE TABLE LINE TABLE NO BEARING LENGTH EARING LENGTH NO. BEARING LENGTH NO BEARING LENGTH U SESULTO J'E BEEN $1437'W 5000E L43 N59162"E 628d L64 N219'32 E 314Y 12 TRESPASSER 3,51E L44 NOES1'45% 6262' Lb5NBSi19'E 6089ELJ SBBV5'ZSE q'3]"W 5506E L45 Ng6D'07"E 6262E Lfi6 W4ITOPE 8089E L4 5215]2"W 105'20"W INM�'23'W 78.95E LAU N40102I 6262' L67 N75@'49"E 8089L5 56SMSI E d5W'-45'23-E '{9'04'W 3SC0' AR N339T50'E 52,62E LAB N7093YELB N21-SE32PE 4523"W 2500E L48 N271311"E 6262- L59 N66-4421-E 6089EOF 52151'32-W 14'37-E SOLELY L49 N221V2SP 67.9E L70 N62'35'OFEE 60.8W LB WSPEOI28"E 5OOD' -45'23"E 2500 L50 BASIC '$7"E 66.49E L]i N58'25'WE 60.89E L9 NDFU 32-E I550' 15'23"W TWOO' L51 N8771'17"E S&M L72 N54T6'39"E 60.89E DO 522V290'W 85{5' L31 N0114'3]"E `SUED L52 N49YJ'1!E 60.82E V3 N50tl]'25"E 5089E Of S251VOI-W 60,89E E32 SEMS45123EE 25.M L53 N461422YE 5572' L74 N4558'I-E 6089E L12 5297115W 60.N' L33 N]OYB'S0'E Anst L54 N432310-E 5572' L75 ESION 23'E 3536E L13 333'JD'29'W 24. RE LJ4 NRUNDET 0"E {947' L55 55EFIST 8"E 7J.39 776 N41'4B'57"E 6089E IS 55399'02 E SO.N' LJ5 NSOR6'462 {945' L56 508'33h6'E 10202E U] N3]'39'AS'E 8089E L15 S54-31'I6"E 1508' EGA N331311-E 49,29E LET N371ELOW 5989E L78 ful 29"E 50.89E L16 SMICA'28% 3fi.C6 L37 SS 452SE J267' L5B HAS ARE 23"W 62.6Y V9 N.1A 171 LI7 SQ-32'16-W 52,94' L38 N8940.58'E 30,51 L59 WAS 45'23W 50.00E LBO N35'33'29"W 16.01E L16 SAM 45.02-E 61111 L39 N8434'STE 6262- L60 51054'OYE 26.51E ME N54V3'48'E 31,38E LIS S72-MOCE 62.78E JIL40 N78101B'E 6262' L81 588'452YE (READ FLU S461A'37UW 161C L41 N7295'40"E 62.63E L82 N2131'@"E BP 42- L21 NW4623"W 2755E L{2 N65'4101E F62 62 L63 588i52YE fi265' ' A4 Ur 3 PoY z2 0� A ?Z?93�E 4a � "8 D R 26 9 n• o ° 28 -"25 J 24 DR HORTOI LIST (TRACT 2 -CALLE& 5 E 690 ACRES) DEC NO 20 ]-139975 24 OR ±l0 23 I. 22-021 �N 20 's 21 I/a 0 Do O 0 TE S L'D. (TRACT PRE A - CALLED 3 5.993 ES) Doc NO 20 7 T399r5 8210 2 9 IVE J3 �� a �mn ma 19 n r 5'2;'E F ^ N brR afR 11 1 13 -.AN14 "15$ 8IF 00 36TTO 6.-,]-^T8 -19M'� ^n f [2205BB T6 1 atr02� - x H - 1 IS �I ___ Qu ')' F -- J ti (..p' R_o w.) s"3asu, 90O1e _ _ —.- 21 F e_ 21 a ry0 25 11 ARE 26 THE AT i AN k � 5n LTHUNDERWOOD DRIVE_ I 1 {6o R 0 W) 4 DRAINAGE EASEMENT 27 BY SEPARATE INSTRUMENT I L27 L26 ED nRE B 28 \\ V� _31 0-32I r<� SETS 26 u ° e7 T� \ N88'45'53 W I AUDI SBO-50.30-W 247. \ 192.87' POST - FOUND cw.�DYNUT LLc CALLED 7665 ACRES OR. v -TEXAS, LTD. OGG 0. 2018-24904 (TRACT 2-CkIED PIE690 ACRES) DOC NO 2017-1I39975 '. 21E-}20 4 FIE i8X-et] .6 .^,19 Ic- 13'�12E.U'IF Cl0o 9E 8 6 �4A 3-,ISIN I 2 5 -g 0 .- ITT o „7 Uo N88'5278"W 2- f 487 37 N88'30'55"W� 545.72E Y NOTATE TER Lo 9CV SKNNIFF AND BE p EUER ORC O 1926 ACRES C 0. 7 W22107 PGI DO N0. 2019 9229 RI LACT 2 P) AFFECT TRACT 1 MICHAEL 1 IO , LADAR s 6 NCL. 36oci Azi7 o OPTION, PC g u STREET 6 EASEMENT 0 aAL 4300 PC UNA n CORNER FOUND �0 V FENCE iNORRN aSITE �� LEAD IRSL1 IRON ROD SET �ueun v/ FRET Im IRON ROD FOUND �am�lY"�,•' OF BUILDING LINE SETBACK € 10 UTILITY EASEMENT 2 Row RIGHT-OF-WAY SAN SIDEWALK EASEMENT "M IF DRAINAGE EASEMENT Lw1 EASEMENT , HOMEOWNERS ASSOCIATION GRAPHIC SCALE VICINITY MAP m. WALL MAINTENANCE EASEMENT SSE SANITARY SEWER EASEMENT - N.T.S. -. STREET NAME CHANGE INDICATION N FEET ) 1 Inch 100 it NOTES . 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 15 SCALED i0 SURFACE WIN A (SURFACE TO GRID SCALE FACTOR 0.999849392677), 2 THIS FAAL PLAT CONFORMS TO REQUIREMENTS PER THE CITY W AUBREY ORDINANCE NUMBER 4W-12, DATED APRIL 15, 2014 3. WATER AND WASTEWATER FACUTES N NIIN THIS DEVELOPMENT WILL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WIN THE DEVELOPMENT AGREEMENT MUSTANG SPECIAL UTILITY DISTRICT HOLDS FIRE WATER AND WASIEWATER CEN FOR THE PROPERTY. WATER AND WASIEWATER SEWER FACILITIES WLL BE ONED, OPERATED AND MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT 4. ROADWAY AND DRAINAGE FACILITIES mINN IRIS DEVELOPMENT WLL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WENT THE DEVELOPMENT AGREEMENT. ROADWAY AND DRAINAGE FACIUTES WILL BE OWNED, OPERATED AND MAINTAINED BY THE LAKES -FRESH WATER SUPPLY DISTRICT OF DEBTOR COUNT". 5 ACCORONG TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NUMBER 0121CO265 AT REACKAN DATE APRIL Is 2011, SUBJECT TRACT UES OUTSIDE OF SHADED ZONE A. A SPECIAL FLOCO HAZARD AREA (100 YEAR FLOOD OR I PERCENT ANNUAL CHANCE FLOOD) NO BASE RWO EIEVATON DETERMINED. 6, ALL BUILDING ONE FOLLOW THE TYPICAL LOT DETAIL. KEY LOTS HAVE A 20STREET 510E BOILERS LINE. 7. SCREENING WALLS, LANDSCAPING, AND SIDEWALKS WILL BE MAINTAINED BY TIE HDA, 8. ALL EXISTING STRUCTURES ON SUBJECT TRACT SHOWN HEREON ARE TO BE REMOVED 9, ALL LOTS MEET MINIMUM SGRARE FOOTAGE. 10, ALL COMMON AREAS ARE DEDICA70 TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION ESTABLISHED FOR THIS DEVELOPMENT 11. 'NOTICE: SEwNG A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A waATON OF STATE LAW AND IS SUBJECT TO FINES AND WTHHOLDAW OF Cltt UTILITIES AND BUILDING PERMITS,' 12 ALL CORNERS NOT LABELED ARE ONE-HALF INCH IBM RW SET WTN A YELLOW CAP STAMPED "$I' UNLESS NOTED OTHERWISE TYPICAL LOT EASEMENT DETAIL NOT To SCALE 5' WALL MAINTEI ANCE EASEMENT { E) 5'WME_ N'? LOT LOT LOT n 20' BUIWWO n� UN�FRONT) ...]SUE STREET 10'X10E SIDEWALK & VISIBILITY ESMT AT STREET INTERSECTION NOT TO SCALE 0 X10 LOT SIDEWALK & VlslelurY ESMT to IF 10 0 SIDE A SIDEWALK & VISIBILItt LOT ESMT (TYP.) LOT STREET FINAL PLAT SILVERADO WEST PHASE 2 BLOCK H, LOTS 5-40; BLOCK 1, LOTS 14-33; BLOCK K, LOTS 1-16; BLOCK L. LOTS 1-27; BLOCK M, LOTS 1-33; BLOCK N, LOTS 1-32 AND BLOCK 0, LOTS 1-18 182 TOTAL RESIDENTIAL LOTS 36.765 ACRES OUT OF THEFELL 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 m ESE P 4306 Millar Rood, Suits A Rowlett, (274) 607-4244 a Texas 75088 (817) 928-6139 FAX ' N JBI PARTNERS, INC. SURVEYOR/ENGINEER o 2121 Midway Rd #300, Carrollton, TX 75006 (972)248-7676 Engineer: Bret Blankenship (274) 248-1414 FAX H s 1BPE No. F-qB 1BPL5 No. lOW6000 December 7 2021 Sheet 2 of 3 0 Filed for Record if the Waal Records Of. ADSDenton Dome OF 12129120211:5140 PM In the PLAT Records ES SUVEBAOG WEST PHASE II Doc Number: 2021-488 Number of Pages: 3 ,E Amount 150.00 ° Union 20211229ON704 j By SC AL STATE OF TEXAS - COUNTY OF DENTON WdEREAS, D P Norton -Typo, Ltd is the owner of a parcel of land located in Denton County, Texas, a part of the James Bridges Jn Survey, Abstract Number 36, and being 0 part of Tract I -Parcel A (called 345.993 acres) and being a part of Tract 2 (called 516,690 acres) described in deed to O.R. Horton -Texas, LID, as recorded in Document Number 2017-139975. Real Property Records of Denton County, Texas, and being further described as follows'. COMMENCING at a five -eighths Inch iron rod found for the northeast comer of Slvidem Phase 581 on addition to the Countyof Denton, as recorded in Document Number 2021-356, Real Property Records of Denton County. Texas. sold point being in the south line f that called a Tract 2-Called 93.860 acres described In deed to D.R. Horton -Texas Ltd, as recorded in Document Number 2020-67973, Real Property Records of Denton Countya, Texas, from which said Iranrod bears North 88 degrees 50 minutes 27 seconds West 5.815,32 feet to o point for the northwest owner of said 516.690 e tact, said being in the south line of a called 208 838 acre that of land described in deed to Rank Barull as recorded In Volume aama4571 Page 1875, Real Property Records of Denton County, Tel r THENCE South 49 degrees 43 minutes 05 seconds West. 2.974,57 feel to the POINT OF BEGINNING; THENCE South 88 degrees 45 minutes 23 seconds East, 50.00 feet to a one-half inch iron rod with follow cap stamped JBI' set for corner. THENCE North Ol degrees 14 minutes 37 secontls East, 15,50 feet to a one-half inch iron rod with yellow cap stomped 'JBIset for tamer, THENCE South 88 degrees 45 minutes 23 seconds East, 31 feet to a me -half 'inch iron rod with yellow cap stamped 'JBI set for corner, THENCE Southeasterly, 80.96 feel along o curve t0 the right having a central angle of 20 degrees 36 minutes 56 seconds, a radius of 225.00 feet, a tangent of 40.92 feet, and whose chord bean South 78 degrees 26 minutes 55 seconds East, fli feet to a one-half inch iron rod with ki cap stamped "JBP set for owner, THENCE South 6e degrees 08 minutes 28 secmds East. 328.75 feet to a one-half inch iron rod with yellow cop stamped ART set for comer, THENCE South 21 degrees 51 minutes 32 seconds West, 15.50 feet to a one-half inch iron rod with yellow cap stamped 'JBI" set for corner, THENCE South 68 degrees 08 minutes 28 seconds East, 50.00 feet to a one-half inch non .ad with yellow cap stamped All set for corner, THENCE North 21 degrees 51 minutes 32 secmds East, 15.50 feet to 0 one-half Inch Iran rod with yellow, cap stomped 'JBI" set for comer, THENCE South 68 degrees 08 minutes 28 seconds East. 230.Oa feet to a one-half Inch iron rod with yellow cap stamped 'Hl set for comer, THENCE South 21 degrees 51 minutes 32 seconds West, 15,50 feet to a one -Fait inch low rod with yelow cap stamped 'JBI` set for caner, THENCE South fib degrees 08 minutes 28 seconds East, 50.00 feet to a one-half Inch iron rod with yellow cup stomped 'JBP set for corner, THENCE North 21 degrees 57 minutes 32 seconds East, 15.50 feet to a one-half Ines Iron rod with Wayne cap stamped 'JBI' set for comer, THENCE South 68 degrees 08 minutes 28 seconds East 115.00 feet to a one-nmf Inch Iron rotl with yellow cap stomped we set far corner, THENCE South 22 degrees 02 minutes 10 seconds West, 65.45 feet to a one -hall 'inch Iran and with yellow cap stomped 'JBI' set for corner, THENCE South 25 degrees 12 minutes 01 seconds West, 60AB feet to a one-half Inch e with yelow cap stomped Al set for comer THENCE South 29 degrees 21 minutes 15 seconds West 6089 feet to a one-half Inch iron rod with yelow cap stomped JBI' set for comer THENCE South 33 degrees 30 minutes 29 seconds West, 24,73 feet to a one-half inch iron rod with yellow cap stamped "JBI" set for tamer, THENCE South 56 degrees 52 minutes 55 seconds East 115.53 feet to a one-half inch iron rod with yeeow cap stamped "JBI" net far corner, THENCE Southwesterly, 53.86 feet along o curve to the right M1oving a central angle of 03 degrees 13 minutes 52 seconds, a radius of 955,00 feel, a tangent of 26.94 feet, and whose chord bears South 34 degrees 44 minutes 01 seconds West, 53,85 feet to a one-half inch iron rod with yellow cap stomped 'JBP set for owner, THENCE South 53 degrees 39 minutes 02 seconds East, 50.00 feet to a one-half Inch iron rod with yellow, cap stamped HE' set for owner, THENCE Northeasterly, 15,27 feet along o curve to the left homing o cartel more of 00 dogmas 52 minutes 13 seconds. o radius of 1,005.00 feet, a tangent of 7B3 feet, and whose chord bears North 35 degrees 54 minutes 51 seconds East, 15.27 feet toa one-half inch iron rod with yellow cap stamped 'JBI" set for owner; THENCE South 54 degrees 31 minutes 16 seconds East, 15,08 feet to a one-half inch iron rod with yellow cap stamped UBf set for a owner; THENCE Southeasterly, 65.37 feet coca a curve to the left having a central Doyle of 13 degrees 37 minutes 12 seconds, a radius of 275.00 feet, a tangent of 32,84 fast, and whose chord bears South 61 degrees 19 minutes 52 seconds East. 65,22 feet to a one-half Inch iron rod with yellow cap stomped JBI" set for owner, THENCE South 68 degrees 08 Minutes 28 Seconds East 36,06 feet to a one -hall inch iron rod with yellow cap stamped 'JBI" set for corner; THENCE South 36 degrees 52 minutes 50 seconds West. 87.23 feet to a one-half inch iron fad with Wh ow cap stamped 'JBI" set for tamer; THENCE South 40 degrees 32 minutes 16 seconds West, 52.94 feet to a one-half inch Iron rod with yellow cap stomped JBI" set for corner; THENCE South 73 degrees 08 minutes 37 Swards East 222.41 feet to a one-half inch iron rod with yellow cap stamped 'JBI' set for owner, THENCE South 68 degrees 08 minutes 25 seconds Led. 7879 feet to a one-holf inch iron rod with yellow cap stamped "JBI" set for corner; THENCE South 58 degrees 45 minutes 02 seconds East, 61.1E feet to 0 one-half inch iron rod with yellow cap stamped 'JBP set for comer, THENCE South 72 degrees 30 minutes DO seconds East, 6279 feet to a one-half inch iron rod with yellow cap stomped 'JBI" set for caner, THENCE South 79 degrees 09 minutes 15 seconds East, 8279 feet to a one-half Inch Iron rod with yellow cop stamped 'JBI' set for corner, THENCE South 01 degrees 14 minutes 37 seconds West, 178,95 feel to a one-half inch iron rod with Pass cap stamped 'JBI` set for corner, THENCE South 88 degrees 45 minutes 23 seconds East, 11500 feet to a one-M1OH inch few rod with yelow cap stamped `JBI" set for corner, THENCE South 01 degrees 14 minutes 37 seconds West 105 W feet to one-half Inch iron rod with Write cap stamped "JBI' set for cor e , THENCE South 46 degrees 14 minutes 37 seconds West, 14,14 feet to 0 one-half inch Iran rod with yellow cap stamped "JBP set for comer, TfENCE North 88 degrees 45 minutes 23 seconds West, 27,55 feet to a one-half inch iron rod with yellow cap stamped Gi set for comer. THENCE South 01 degrees 14 minutes 37 seconds West. 50.00 feet to a mmi Inch bon red with Pride cap stomped "JBI' set for corner; THENCE South 88 degrees 45 minutes 23 seconds East, 3.51 het to 0 one -nevi inch iron rod with yellow cap stomped JBP set for corner; THENCE South 01 degrees 14 minutes 37 seconds West 55D6 feet to a me -half Inch iron rod found for corner, MENCE South 01 degrees 05 minutes 20 seconds West, 76,96 feet to a metal fence corner post found for corner, THENCE North 88 degrees 30 minutes 55 seconds West, 545.12 feet to metal fence owner past found for corns , THENCE North 88 degrees 52 minutes 18 seconds West, 487.37 feet to a fence post found for comer, THENCE South 01 degrees 07 minutes 42 seconds West. 33964 feet to a fence post found for owner; THENCE South 88 degrees 50 minutes 30 seconds West, 247.33 feet to a wood past found fa corner, THENCE North 88 degrees 45 minutes 53 seconds West, 192 87 feet to a one-half -Inch iron rod with route cap stomped "JBr set for corner, THENCE North 01 degrees 14 minutes 37 seconds East. 149,41 feet to a one-half inch Iron and win yellow cap stamped UB1" set for tamer, THENCE North 88 degrees 49 minutes 04 seconds West, 35.00 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, 25.M 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. 5BOD feet to a one-half Inch Iran rod with yellow cup stomped 'JBI" set for corner, THENCE South 88 degrees 45 minutes 23 seconds East, CITED feet to a one-half inch iron rod with Bellow cap stomped 'JBI" set for corner, THENCE North 01 degrees 14 minutes 37 seconds East, 488.71 feet to a one-half Inch iron rod with yellow cap stamped HE set for caner, THENCE North 88 degrees 45 minutes 23 seconds West 25.00 feet to a one-half inch Iron rod with ytllow cop stomped '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 stamped'JBl" set for tamer; THENCE South 88 degrees 45 minutes 23 seconds East. 25.00 feet to a one-half Inch Iron rod with yellow cup abomped Jl set for comer, THENCE North 01 degrees 14 minutes 37 seconds East, 974.50 feet to the POINT OF BEGINNING and containing 1,601,468 square feet or 36,765 acres of land. OWNER'S DEDICATION That, D.F. HORTON-TEXAS. LTD. acting herein by and through its duly authorized officer, does hereby adopt this plat designating the herein above described property as SILMERADO NEST, PHASE 2, on 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 u s shown hereon, and does hereby dedicate the easements shown hereon for the purposes indicated to xcNslve use forever of The District. sold dedications areas free and clear of all liens and encumbrances se except as shown herein. No buildings, fences, try shrubs or other improvements snag be constructed or placed Lean, a s the easements a said plat. At me discretion of The District and subject m Its written approval, utility easements may also be used for the mutual L and a modotion not all public unities desiring to use the a unless the easement limits the use to a particular utility o utilities, said use by public utilities beings subordinate to %e District use thereof. Any public utility given the ight by The District to a said easements shall have the right sto re and keep removed all or part of any buildings, fences, trees, shape o other improvements or growths use in any way endanger o interfere with the conatruction,e maintenance, or efficiency of Its respective system on any of these easements. Any pubic utility shall at all r h theright of ingress and egress to and from and upon any said easements for the purpose of constructing, reconstruct' g petting, patrolling Manon n tg and adding tooremoving evr ong all or part of its respective system without the necessity at any time procuring the perm of anyone. I do hereby had myself, my successors and assigns to forever warrant and defend all end singularggular the above described streets easements pse ents and lights unto The District against every personwhomsoever comes lawfully bouncing or to clam the sr, or any part thereof. This property Is located within The City of Aubrey Extud Terrtoral Jurisdiction . This plat approve is subject to all the plating ordinances, rules and regulations of the City of Aubrey, and Denton county, Texas. WITNESS MY HAND, this 7T*sday of IftokolilI___, 2021 D. HORTON-TE% LTD. David L. path. Land Acquisition Development Manager STATE OF TEXAS $ COUNTY OF DALLAS J Before me, the undersigned authority, a Notary Public in and for the said County and State n 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 some fair the purposes antl considerations therein expressed and in the capacity therein stated and as the act and deed therein stated.. h Given under my bond and seal of office, this -- day gxl�, 2021 --------- Notary Signature 58 158 LOT AREA TABS L07 AREA TAKE LOT AREA TABLE LOT AREA TABLE BLOCK -LOT SQUARE PEST ACRES BLOCK -LOT OCCURS FEET ACRES BLOCK -LOT SQUARE FEET ACRES BLOCK -LOT SQUARE FEET ACRES 1 6.010 Bids 1-24 6,532 0150 L-21 6.429 offs N-7 6.614 0,152 H-6 6,021 0,135 1-25 6.957 0.160 L-22 6,429 0148 N-8 6,979 0160 H-] 6,022 Ri 1-211 6,816 bids L-23 6.429 0.148 N-9 7.350 0,169 H-8 6,019 0138 1-27 7.484 0172 L-24 6,429 BAS N-10 7,274 0,167 H-9 6,017 0138 1-28 9,138 RICO L-25 6,429 0148 N-11 6,267 0144 H-10 6.018 0.138 1-29 7,670 0176 L-26 6.429 Life N-12 5.750 0132 H-n 6,021 ow I-30 goes C139 L-27 7.477 Y172 N-13 5.750 G132 H-12 6o22 ow 1-31 6,057 0139 M-1 6.736 0155 N-14 5.750 0132 H-13 6,019 DIM 1-32 Lobs 0.139 M-2 6,651 OA53 N-15 5.750 OA32 H-14 61017 C138 1-33 8,286 10190 M-3 L640 0,152 N-16 5,750 0.132 H-15 6,018 0 w K-1 8,877 0204 M-4 6,630 0152 N-17 Sl 0132 H-16 6,021 0136 K-2 6,499 0149 M-5 6,612 also N-18 5,750 OA32 H-17 6.022 DINS K-3 8.073 0185 All 6,600 0152 N-19 again 0158 H-18 6,014 0 w K-4 9,046 0.20E M-] 6,597 0151 N-20 15,767 0362 H-19 6.017 0.138 K-5 10,730 0346 M-8 6.587 0151 N-21 4W3 0129 H-20 6,018 orm K-6 8,609 0.198 M-9 6,576 0.151 N-22 5,661 0.130 H-21 6.017 arm K-7 7,298 0.168 M-10 10151 N-23 6.779 0140 H-22 7,023 0161 K-8 7.059 0.162 M-11 61555 arm N-24 7, 6] 0185 N-23 7,408 0.170 K-9 6,904 olm M-12 6,555 OIW N-25 7.453 0171 H-24 6.023 arm K-10 6,902 O.dB M-d 6.550 0151 N-26 7,990 0 An H-25 6,502 0149 -1 6.704 0154 M-14 6,555 0151 N-27 6,510 Bids H-26 6,502 p149 K-12 7.357 0169 M-15 6.570 0.151 N-20 8.280 Pher H-27 6,502 0149 K-13 8,483 0.195 M-16 6,576 Din N-29 9TOO 0209 H-28 6,502 0149 - $0.270 0.2345 M-17 6,581 0.151 N-30 7,931 YUG H-29 6,502 0140 K-15 9,194 0211 M-18 6,686 0151 N-31 6,951 0160 H-30 6,502 0.149 K-16 7205 0165 M-19 6,591 0151 N-32 6,665 0.153 H-31 6,502 0149 L-1 7,315 0.168 M-20 6,596 0151 0-1 7,514 0373 H-02 6.502 0.149 L-2 6,274 0144 M-21 5.601 0,152 0-2 5,980 0137 H-33 61502 Plus 1 6.271 0144 M-22 6,617 0,152 0-3 5.980 0,137 H-34 L502 0149 L-4 6,272 0,144 M-23 8,511 0195 0-4 5,980 0137 H-35 6,502 0149 1 6.277 0144 1 M-24 7.238 0,166 0-5 5wo 0.137 H-36 6.502 0149 L-6 6,280 0144 M-25 7.222 01" 0-6 5.480 0137 H-37 6,502 0,149 L-] 6.273 el" M-26 7.003 0161 0-7 51980 0137 H-38 6.502 0149 L-8 6.271 0144 M-27 12.760 0293 0-e 5980 Om H-39 6,502 0149 L-9 6.273 0.144 M-20 16.595 0.391 0-9 6,900 BOB -40 .376 0.169 L-10 fi980 O.IM M-29 9,115 02p9 0-10 6.850 0,157 1-14 7,425 0.170 L-11 6,277 0144 M-30 7,Be5 0181 0�11 5,980 0137 1-16 5,750 0132 L-12 6.272 pi" M-31 71469 0171 0-12 5,980 OM7 - 57 O2 L- 0144 M-33 90 0.226 0-IS 5.9e0 0.13] 1-17 7,516 0173 L-14 6,365 0.146 M-33 7,470 0,171 0-14 Bill 0137 I-18 5.501 0.126 L-15 7130 0.184 N-I 4929 0.205 0-15 5.980 0137 -19 9,344 0215 L-16 7.559 p.1 J4 N-2 8.335 0.1 u5 0-16 Bill 0137 1-20 3.897 0204. L-1] 6.430 0148 X-J ].q5 O1J2 0-17 5.980 0137 1-21 61058 0139 L-t8 6A30 0148 N-4 B,J55 0.146 0-18 L458 0194 5.754 Od2 L-19 8.429 0148 X-5 5.923 OJ 35 B-22 -23 5,750 0,132 L-20 6A29 p.140 N-8 8,$88 01Q SURVEYOR'S CERTIFICATE I, Mork W. Harp, RULE, do hereby certify that I hove prepared this plot from a actual on the ground survey of the land and that the y monuments shown hereon w e property played under my personal supervision, In memories with e Denton County Subdivision Rules and Regulations. Dated this the ]tin day of December, 2021, j DF Fx Mork W. Mare. R P.LSS. No�6425 eN25 u+a qA P (yryrol'En1@,yg2 O fiURV STATE OF TEXAS $ COUNTY 01 DALLAS @ BEFORE ME, the undersigned authority In and for the State of Texas, on this day personally appeared Mark W Hary, known to me to be the person show name is subscribed to the foregoing instrument and acknowledged to me that he a cuted the some for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 7th day of December, 2021 Notary Public. State of Texas APPROVED AND ACCEPTED: City ofuAel. M eras ! C ;C t•• The undersigned, the City Secretary of the City of Aubrey, Texas hereby certifies that the foregoing Final Plot of Several West Phase 2, an addition to Denton County. Texas. Is hereby approved by the City of Aubrey this _>Y'day of 2021, and the City of ofAubreyAubrey ey further hereby approve and accept sold Final Pac and Mat the City si Aubrey itam authorized the Mayor c bale the acceptance Hereof by Signing their name as herein above subscribed. Attest this -G day of c1 1, 2021 _�lylct A..e9% LIIr ge Huckmee, City Secretary City of Aubrey, Texas FINAL PLAT DISTRICT APPROVAL SILVERADO WEST THE LAKES FRESH WATER SUPPLY DISTRICT; PHASE 2 CHAIRPERSON DATE BLOCK H, LOTS 5-40; BLOCK I, LOTS 14-33; BLOCK K, LOTS 1-16; BLOCK L, LOTS 1-27; BLOCK M, LOTS 1-33; BLOCK N. LOTS 1-32 AND BLOCK 0, LOTS 1-18 182 TOTAL RESIDENTIAL LOTS 36.765 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 OMER/DEVELOPER 4306 Miller Road, Suite A Rowlett, (214) 607-4244 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 IBPE No. P-438 fill No. 10076WO SA0407A - S029 W41 52425- A0036A J BRIDGES TR 11, 12, 17, 42 21.765AC-PART; 52622-AO036A J BRIDGES TR 19 0.1258AC-ALL; 208083-AO036A J BRIDGES TR 18A 4.56AC-ALL; 52577-AO036A J BRIDGES TR 18 10.833AC-ALL