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SA0343AReplat 201921c �MATCHLI SMF ReT�as non g Replat 2019-359 1 �I f w QL Ck II .P. BOJLEc,uF I F �x / A �aE SIE ER.D PHASE IA re 1P i ` � �� J f �� PETrt"j BAftRAZA M1" �x amceurve� STATE OF TEXAS § COUNTY OF DENTON OWNER'S DEDICATION • WHEREAS DRH Land Opportunities 1, Inc. is the owner of that certain tract of land situated in the James Bridges Jr, Survey, Abstract No. 36, in Denton County, Texas, and being 'a portion of a called 345.993 acre tract of land described in deed to DRH Land Opportunities 1, Inc., recorded in Instrument No. 2016-131782, Real Property Records, Denton County, Texas, (RPRDCT), and ,being more particularly described as follows: BEGINNING at a Texas Deportment of Transportation wooden monument found for corner located on the north right--of-way 'line of Form to Market Road No. 2931 (called 100-foot right-of-way at this point) for the most southerly southwest corner of said 345.993 acre tract and the southeast corner of a called 10.489 acre tract of land described as Tract One in deed to Tommy Gene: Smith and Wife, Marsha J. Smith, recorded in Volume 3222, Page 689, RPRDCT; THENCE North 00*03'54" West, with the common line between said 345.993 acre tract and said 10.489 acre tract, a distance of 357.62 feet to a 1-1/2 inch iron pipe found for corner, said pipe being located at the most easterly southeast corner of a called 11.520 acre tract of land described as Tract 11 in deed to Tim Robinson and Tommy Robinson, recorded in County Clerk's File No, 94-R0011755, RPRDCT; THENCE with the common line between said 11.520 acre tract and said 345.993 acre tract, the following courses and distances: North 00*00'38"West, a distance of 29.07 feet to a 1/2-inch iron rod found for corner; And North 01*46'30`East, a distance of 869.18 feet to a 5/8-inch iron rod:withcap marked 'PETITT RPLS 4087"found for corner at on interior ell corner of said 345.99acre tract, the northeast corner of said 11.520 acre tract, and also being located on the south line of that certain tract of land described in deed to Upper Trinity Regional Water District (UTRWru'; recordec Documen-Nr_ 201H,'­73910 RPRD'-- 7"LiENCE' Sot9-s-- i�t=e l-s_K' san8,;3d_Eo1,.ter r�souV, hn1,z,o 5/8-inch iron roc, with cap', marked 'PETITT RPLS 4087"found for corner ot the;beainninc, of c tanger- CU"VE ZC thE, ief- THENCE with the east line of said UTRWD tract, the following courses and distances to 5/8-inch iron rods with caps marked 'PETITT-RPLS 4087"found for corner: Northeasterly with said curve which has a central angle of 56*3353", a radius of 150.00 feet, a chord that bears North 62*29'32"East with a chord length of 142.15 feet, and an arc length of 148.09 feet to the end of said curve; North 34*1235"East, a distance of 264.13 feet, said iron rod being located at the beginning of a tangent curve to the left; Northwesterly with said curve which has a central angle of 85*48'11", a radius of 150.00 feet, a chord that bears North 08*41'30"West with a chord length of 204.22 feet, and on arc length of 224.63 feet to the end of said curve; North 51*3536"West, a distance of 134.35 feet, said iron rod being located nt the beginning of c tangent curve to the right; Northwesterly with said curve which has a central angle of 52'12'42", a radius of 400.00 feet, a chord that bears North 2529'15"West with a chord length of 352.02 feet, and an arc length of 364.51 feet to the end of said curve; And North 00*37'06"Eost, a distance of 194.54 feet to a 5/8-inch iron rod with cap marked `PETITT RPLS 4087"found for corner, said iron rod being located at the beginning of a tangent curve to the left; THENCE Northwesterly, continuing with said east line and with said tangent curve to the left which has a central angle of 38*02'16", a radius of 550.00 feet, a chord that bears North 18*24'02"West with a chord length of 358.47 feet, an arc length of 365.14 feet to the end of said curve, a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087"set for comer at the beginning of a nQ:n-tangent compound curve to the left; THENCE leaving said easterly line of the UTRWD tract, and over and across said 345.993 acre tract, the following courses and distances to 5/8-inch iron rods with caps marked "PETITT RPLS 4087"set for corner: Southeasterly, with said non -tangent compound curve to the left which has, a central angle of 52*13'21", a radius of 75.00 feet, a chord that bears South 63'31'51"East with a chord length of 66.02 feet, and an arc length of 68.36 feet to the end of said curve; South 8938'31"East, a distance of 42.22 feet; South 00*21'29"West, a distance of 115.00 feet; South 89*38'31 "East, a distance of 420.00 feet; South 83*52'24"East, a distance of 220.93 feet; South 60*19'11"East, a distance of 15.00 feet, said iron rod being the beginning of a non -tangent curve to the left; Southwesterly, with said non-tongent curve which has a central angle of 24�32527, a radius of 640.00 feet, a chord that bears South 17*24'23"West with a chord length of, 272.11 feet, and on arc length of 274.20 feet to the end of said curve; South 84*52'02"East, a distance of 80.00 feet, said iron rod being located at the beginning of a non -tangent curve to the left; Southwesterly, with said non -tangent curve to the left which has a central angle of 03*58'03", c radius of 560.00 feet, a chord that bears South 03*09'11"West with a chord !!length of 38.77 feet, and on arc length of 38.78 feet to the end of said curve; South 01 *09'57" West, a distance of 43.86 feet-, South 88*50'03"East, a distance of 1245.00 feet; North 01'09'57"East, a distance of 20.00 feet; South 88*50'03"East, a distance of 60.00 feet; South 01*09'57"West, a distance of 20.00 feet; South 88*50'03"East, a distance of 225.00 feet; North 01 *00'57" East, a distance of 20.00 feet, South 88'50'03"East, a distance of 50.00 feet-, South 01 *09'57"West, a distance of 20.00 feet; South 88*50'03"East, a distance of 510.00 feet-, North 01 *09*57"East, a distance of 20.00 feet; South 88*50'03"East, a distance of 50.00 feet; South 01 *09'57 " West, a distance of 20.00 feet; South 88*50'03"East, a distance of 674.91 feet; North 46*30'39"East, a distance of 42.68 feet; And South 88*08'39"East, a distance of 20.00 feet, said iron rod being located on west right-of-way line of said Farm to Market Road No. 2931 (called 100-foot right-of-woy at this point); THENCE South 01*51'21"West, with said west right-of-woy of Form to Market Road No. 2931, a distance 140.01 feet to a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087"set for corner; THENCE leaving said west right-of-way of Form to Market Road No. 2931, and over and across said 345.993 acre tract, the following courses and distances to 5/8-inch iron rods with caps marked `PEIITT-RPLS 4087"set for corner: North 88'08'39"West, a distance of 20.00 feet; North 432921"West, a distance of 42.17 feet; North 88*50'03"West, a distance of 673.95 feet, South 01'09'57"West, a distance of 25.00 feet; North 88*50'03"West, a distance of 50.00 feet; North 01'09'57"East, a distance of 25.00 feet; North 88*50'03"West, a distance of 230.00 feet; South 01 *09 , 57 " West, a distance of 20.00 feet; North 88*50'03"West, a distance of 50.00 feet; North 01 *09'57"East, a distance of 20.00 feet; North 88*50'03"West, a distance of 230.00 feet; Soij��- 01'09'77 WeS­ c dis,ance oi 20,00 fee-, 1 9 KC7fee- o" 2C__ fee: North 88'50'03 " West, a distance of 230.00 feet; South 01 *09'57 " West, a distance of 20.00 feet; North 88'50'03 " West, a distance of 50.00 feet; North 01*09'57"East, a distance of 20.00 feet; North 88*50'03"West, a distance of 115.00 feet; South 01*0957"West, a distance of 214.59 feet; South 01 *1 2'02"West, a distance of 64.35 feet; South 04*27'48"West, a distance of 74.13 feet; South 09'54'38"West, a distance of 74.13 feet; South 14*43'42"West, a distance of 69.13 feet; South 15'35'12"West, a distance of 220.26 feet-, South 13*57'34"West, a distance of 71.75 feet; South 08*38'40- West, a distance of 74.51 feet; South 03*0735"West, a distance of 75.87 feet; South 01*0957"West, a distance of 74.14 feet; South 88*50'03"East, a distance of 23.22 feet; South 01*0957"West, a distance of 50.00 feet; North 88'50'03"West, a distance of 20.00 feet; South 01*09'57"West, a distance of 115.00 feet; South 88'50 , 03"East, a distance of 391.78 feet; North 01*09'57'East, a distance of 20.00 feet; South 88'50'03'East, a distance of 50.00 feet; South 01*09'57"West, a distance of 135.00 feet; South 88*50'03"East, a distance of 20.00 feet; North 88*50*03"West. a distance of 20.00 feet; South 01*09'57"West, a distance of 115.00 feet; South 88*50'03"East, a distance of 60.00 feet; North 89'35'12"Eost, a distance of 48.91 feet; South 01*5646"East, a distance of 115.29 feet, said iron rod being located at the beginning of a non -tangent curve to the left; Northeasterly, with said non -tangent curve which has a central angle of 03*19,42", a radius of 835.00 feet, a chord that bears North 86*2324"East with a chord length of 48.50 feet, and an arc length of 48.51 feet to the end of said curve; South 05*16'27"East, a distance of 50.00 feet, said iron rod being located at the beginning of a non -tangent curve to the left; Northeasterly, with said non -tangent curve which has a central ongle of 37*50'15", a radius of 885.00 feet, a chord that bears North 65*4826"East with an chord length of 573.88 feet, and an arc length of 584.44 feet to the end of said ;curve; South 48*02'57"East, a distance of 286.21 feet; And South 45'06'43"East, a distance of 247.47 feet, said iron rod being located on the northerly right-of-woy line of said Form to Market Road No. 2931, and being located at the beginning of a non -tangent curve to the right; THENCE with said northerly right-of-way line, the following courses and distances to 5/8-inch iron rods with cop marked 'PETITT-RPLS 4087"found for corner; Southwesterly, with said non -tangent curve which has a central angle of 47*07'21", a radius of 1095.92 feet, a chord that bears South 68*26`58" West with a chord length of 876.14 feet, and an arc length of 901.33 feet to the end of said ourve; North 87*59'21"West, a distance of 630.58 feet, said iron rod being the beginning of a non -tangent curve to the left; Westerly, with said non -tangent curve to the 'left which has a central angle of 02*16'30", a radius of 5779.58 feet, a chord that bears North 89'05'26"West with a chord length of 229.47 feet, and an arc length of 229.48 feet to the end of said curve; And South 89*49'59" West, a distance of 1523.54 feet to the POINT OF BEGINNING of herein described tract, containing 109.324 acres of land. That, DRH LAND OPPORTUNIES 1, INC., acting herein by and through its duly authorized officer, That 1, JIMMIE D. NICHOLS, a Registered Professionctiand Surveyor, do hereby certify that does hereby adopt this plot designating the hereinabove described property as SILVERADO this plat was prepared and the field notes made,, atiort hereof from on actual and accurate PHASE 1A & T, an addition to Denton County, Texas, and does hereby dedicate to The survey of the land and that the corner nnonurnenits0,own hereon were found or properly Lakes Fresh Water Supply District (The District), in fee simple, the streets and public use placed under my personal supervision in accordatncerith 'the City of Aubrey and Denton areas shown hereon, and does hereby dedicate the easements shown hereon for the purposes County Subdivision Regulations. indicated to the 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 Dated this the day of 2018. 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 the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to The District use thereof. Any public iliv(Miff D. NICHOLS ;1 . . ........ ...... S, utility given the right by The District to use said easements shall have the right to remove Registered Professional Land Surveyor No. 5184 jIMMIE JD NICHOL ................ and keep removed all or part of any buildings, fences, trees, shrubs or other improvements % 51 or growths which in any way endanger or interfere with the construction, maintenance, or X' efficiency of its respective system on any of these easements. Any public utility shall at all STATE OF TEXAS times have the right of ingress and egress to and from and upon any said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to COUNTY OF DALLAS or removing all or part of its respective system without the necessity at any time procuring the permission OT anyone. I do hereby bind myself, my successors and assigns to forever Before me, the undersigned authority, a notary pi&k- in and for the State of Texas, on this warrant and defend all and singular the above described streets, easements and rights unto day personally appeared JIMMIE D. NICHOLS, knomn 1� me to be the person whose name is The District against every person whomsoever comes lawfully claiming or to claim the same subscribed to the foregoing instrument and ockmo,.Vftriged to me that he executed the some or any part thereof. This property is located within the The City of Aubrey Extra- Territorial in the capacity therein stated. Jurisdiction, This DI aPprOVOI is sub iect togal!the plotting ordincinces, ruies and regulations na, OC 0 ar,(� Dor, iexas Gliver. _�,nae�, ,r,- n anz se_- o" offic-- 1h Al, W N A N 20 DR!F- LAN[': OPPOR11-UNI"11ES: i, IN", lit c BY: D.R. HORTON - TEXAS, LTD. Noto ublic in and for the State of Texas. I IT'S MAMA ER: , My commission expires: BY: DAVID BOOTH LAND ACQUISITION DEVELOPMENT MANAGER STATE OF TEXAS § COUNTY OF DALLAS § Before me, the undersigned authority, a notary public in and for the State of Texas, on this day personally appeared David Booth, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. /) I Given under my hand and seal of office, this 6Z_\� day of Q_ 2018. Notdry-'Public in and for the State of Texas. My commission expires: , z 1 _7� 9-1 KAREN W11 LIAMS Notary 1D #125155758 My Commission Expires February 7, 202' W WAP 144P W, qw1low" UTUTY COMPANY APPROVAL ELECTRIC & GAS COMPANY: k. r * V- COSERV DATE FA NNEW.195M Jan frWyens,'Utiyor I I City of Aubrey, Texas V The undersigned, the City Secretary of the City of Aubrey, Texas hereby certifies that the foregoing Final Plat of Silverado Phase 1A & 1B, an addition to Denton County, Texas, is hereby approved by the City of Aubrey this aitlay of 2018, and - the City of Aubrey does hereby approve and accept said Final Plot, and that the City of Aubrey further authorized the Mayor to note the acceptance thereof by signing their name as herein above subscribed. 0 Attest this 21 day of 2018 ..... Jenny Huckabee, City Secretary City of Aubrey, Texas RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 OWNER: DRH LAND OPPORTUNITIES 1, 1NIL 4306 MILLER ROAD ROWLETT, TX 75088 PH—(214)607-4244 OFF I IAL SE im-m2m1mg!•� THE LAKES FRESH WXTIR SUPPLY DISTRICT: CHAIRPERSON DATE I FINAL PLAT '-dLIVERAID"M PHAS'T 109..3a ACRES 273 RESIDEt,TIAL LOTS 17 NON-P,,ESIJDENTAL LOTS SITUATED IN THE JAMES BRIDGES JR. STJRVEY - ABSTRACT NO, 36 THE LAKES FRESH WATER SUPPLY DISTRICT CITY OF AIJBREY ETJ DENTON 11'(VIINITY, TEXAS Filed for Record it) the Official Records Of PF."I*iTT BAKFIRAZA,11 Denton Counqs On, 5/30/2018 4:05:33 PM ENGINEERING PLANNING SURVEYWAG In the PLAT Records TBPE FIRM RE"GISTRATION NO. T488 Sit-VERADO PH 1A AND 16 TBPLS FIRM REGISTRATION NO. 101061ii Doc Number,- 2018-241 Nurriber of Pages' 3 1651 N. Glenville Dr, Ste. 212 Tel. No. (214) 221-94-1i3 Arnotint: 150.00 Richardson, Texas 75081 Fox No. (214) 34�0- -,� f! OrdPrW: .? DATE: FEBRUARY 2018 SCALE: WA By CR JNICHOLS'@>PETITTBARRAZA.COM JOB NO. 12019­401161 SHErE_T 3 OF 3 A=52'13'21" / \ R=75.00' CB-S63'31'51 "E CH=66.02' L=68.36' / S89'38'31 "E D.R. HORTON - TEXAS, LTD. / 5/8" CIRF 5/s" CIRF 42.22' INST. NO. 2017-139975 RPRDCT / (PETITT) / PETITT) 5/8" CIRF 7.5'UE ABANDONED (PET��) BY THIS PLAT S00'21'29"W �17*1457' 115.00' R=550.00:: N89'38'31 "W CB=N28.47'42"W AREA OF LOT 4X ' %1::: , CH-164.95 TO BE VACATED /� 1.14 5/s" CIRF • BY THIS PLAT 420.00' (PETIrr) F (PET,Tr) S60i 911 Ej L=165.58' CIRS ' .'. S83Z2 24'E 220.93' 15.00 / 5/8' CIRF S89 38 31 E 441.14 POINT OF BEGINNING (PEnm 5/e" CIRF (TOTAL CURVE) / (PEnrn a38.02'16" - VACATED PORTION �6 / R=550.00' LOT 4X, BLOCK FF it CB=N1 B'24'02"W CH=358.47' bF=20'47'20" 1 rn �QPG 14)// / L=365.14' R=550.00' P05 // N / �28'30'S2" CB=N09'4634"W / n`* R=640.00' CH-198.47'Jp / CB=S15'25'23"W L=199.56 5/8" CIRF (PETITT) G�5 4CH=315.23' / L=318.51 to CALLED 60.071 ACRES j AUBREY INDEPENDENT SCHOOL � �� ' DISTRICT UPPER TRINITY REGIONAL 5/e" CIRF DOC. N0. 2019-6658 WATER DISTRICT DOC. NO. 2010-73910 RPRDCT W 1 I (PETITT) RPRDCT F O 40 40• (PETITT)) 10.283 GROSS ACRES PER FINAL PLAT OF 5/8' CIRFI M SILVERADO PHASE 1A & 18 (pEnrO ODOC. NO. 2018-241 PRDCT I 3 Z 5/8' CIRF VACATING 0.131 ACRES BY THIS PLAT p (PETITT) LEAVING 10.152 NET ACRES PER THIS REPLAT I Po QUICKSILVER BOULEVARD p _ SILVERADO PHASE 1A & 1B _ 5/8" CIRF DOT. 2518-7 41 PRDCT FF (PETITT) I 7.5'UE 14X 25X 80'R0.w. r------------ 4XR I 401 40' 1 15'BL 15' I BL O _ 1 IQ) 15 A-52'12'42" 1 71 1 W CB N25'29'15"W �32 31 10 / I Q I 2 I 2 14 R=760.00 / �Q CH=352.02 CB=S17'25'32"W / a L=364.51' / ©3 / ql l l 1.0 CH=425.59 0 / / / O� 3 o Z L=431.35' / /GOB o / / / 13 Z 5/8" CIRF n�J / F J (PETIT!) h/ r�VQ 2 Joy 4 H Xo ^ / o / / 4 12 Q '3R�iS '`�, 5/8(PETITT) F // EL 5 // /0 5 5/8" CIRF / 6 (PETIM \ 6 10 R=150.00' / Iro CB=NO8'41'32" 4XR / / ry�h• / �\ \ 'SL \ / 7 O 9 / CH-204.22'05 5/8' CIRF ^ ��^� / ' 14 8 CALLED 60.071 ACRES (PETITT) UPPER TRINITY REGIONAL / 15 WATER DISTRICT DOC. NO. 2010-73910 RPRDCT 16 40' 4 , ip / 17 \ lb 10 h=56'33'53" �'Ar/ // // �09'08'40" 18 R=150.00' CB=N62'29'32"E 10) CH=142.15' 5/8" CIRF �,�' / B=S29'06 47 W L=148.09' (PETITT) ��// / CH=293.35 cj SSE L=293.66 \ \� N89o '13'32"W 4XR j 'T 20 \ \ 5/8' CIRF CIRFSILVERADO PHASE 1A & 18 35.80' (Enm � 5/8" / � \ PETITT p DOC. NO. 2018-241 PRDCT \ 5/8" CIRF a0�. (PEnrr) N89i3'32"W P7 k/oAPPROXIMATE 21 YEAR ' , �\ \ FLOODPLAIN LINE Z:" / 1 NSF 74 \ / W 12 TRACT 1 2X NORTH TEXAS NATURAL ix °.���. / `b" 22 `\\ SELECT MATERIALS, LLC I / 1� ? O �� ry / 11 DOC. NO. RPRDCT-93377 // n� C) / 23 1 , POINT OFF BEGINNING / 1 N LOT 4XR, BLOCK FF POINT OF COMMENCING - VACATED PORTION LOT 4X, BLOCK FF NOTES: 1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. 2. UTILITY PROVIDERS: (A) ELECTRIC & GAS SERVICE: COSERV (8) TELEPHONE SERVICE: AT&T 7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE CORINTH, TEXAS 75065 PLANO, TEXAS 75025 1-800-274-4014 (972) 569-3084 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT. 5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBUGA11ONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. 5. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED. 7. LOTS ENDING WITH (OR CONTAINING) AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION (HOA). 8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION (HOA). 9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED. 11. THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS. Z 0 100 0 50 100 200 1 inch = 100 feet LEGEND LS LANDSCAPE EASEMENT UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT WLE WATER LINE EASEMENT SSE SANITARY SEWER EASEMENT LS&DE LANDSCAPE AND DRAINAGE EASEMENT BL BUILDING SETBACK LINE CIRS 5/8-INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4087" SET CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND ROW RIGHT-OF-WAY ESM'T EASEMENT RP RADIUS POINT HOA HOME OWNERS ASSOCIATION RPRDCT REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS CCF NO. COUNTY CLERK FILE NO. OA DESIGNATES SUBDIVISION BLOCK DENOTES STREET NAME CHANGE S&E SAVE AND EXCEPT TO SITE LOCATION MAP N.T.S. NOTES (continued): 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. 13. SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP NUMBER 48121CO265G, DATED APRIL 18, 2011. ZONE "X" (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN". 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION. 15. PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "PETITT-RPLS 4087" FOUND OR SET, UNLESS NOTED OTHERWISE. 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED MOST EASTERLY SOUTH RIGHT-OF-WAY LINE OF QUICKSILVER BOULEVARD ACCORDING TO FINAL PLAT OF SILVERADO PHASE 1A AND 1B, RECORDED IN DOCUMENT NO. 2018-241, PLAT RECORDS OF DENTON COUNTY, TEXAS (S88'50'03"E). TO McKINI' STATE OF TEXAS § COUNTY OF DENTON § WHEREAS D.R. HORTON - TEXAS, LTD. is the owner of that certain tract of land situated in the James Bridges Jr., Survey, Abstract No. 36, in Denton County, Texas, according to deed recorded in Instrument No. 2017-139975, Real Property Records, Denton County, Texas (RPRDCT), and being all of Lot 4X, Block FF, according to the Final Plat of Silverado Phase 1A & 1B, an addition to Denton County, Texas, recorded in Document Number 2018-241, of the Plat Records of Denton County, Texas (PRDCT), said Lot 4X, Block FF to be amended as follows: LEGAL DESCRIPTION - LOT 4XR Being that certain tract of land situated in the James Bridges Jr., Survey, Abstract No. 36, in Denton County, Texas, and being part of Lot 4X, Block FF of Silverado Phase 1A and 1B, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2018-241, of the Plat Records of Denton County, Texas (PRDCT) and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087" found in the westerly right-of-way line of Silverado Parkway (called 80 foot Right -of -Way), according to said Silverado Phase 1A and 1B, and being the most southerly southeast corner of said Lot 4X Block FF; THENCE North 89'13'32" West, with the south line of said Lot 4X, Block FF, and the north line of Lot 1X, Block FF. of said Silverado Phase 1A and 1B, a distance of 153.56 feet to a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087" found for corner located in the easterly line of that certain tract of land described in deed to Upper Trinity Regional Water District (UTRWD) recorded in Document No. 2010-73910, Real Property Records, Denton County, Texas (RPRDCT), and being the beginning of a non -tangent curve to the left; THENCE with the easterly line of said UTRWD tract, the following courses to 5/8-inch iron rods with cap marked "PETITT-RPLS 4087" found for corner: Northeasterly with said curve which has a central angle of 56'33'53", a radius of 150.00 feet, a chard which bears North 62'29'32" East, a chord distance of 142,15 feet, and an arc distance of 148.09 feet to the end of said curve; North 34'12'35" East, a distance of 264.13 feet, said iron rod being located at the beginning of a tangent curve to the left; Northwesterly with said curve which has a central angle of 85'48'11", a radius of 150.00 feet, a chord which bears North 08'41'31" West, a chord distance of 204.22 feet, and an arc distance of 224.63 feet to the end of said curve; North 51'35'36" West, a distance of 134.35 feet, said iron rod being located at the beginning of a tangent curve to the right; Northwesterly with said curve which has a central angle of 52'12'42", a radius of 400.00 feet, a chord which bears North 25.29'15" West, a chord distance of 352.02 feet, and an arc distance of 364.51 feet to the end of said curve; And North 00'37'06" East, a distance of 194.54 feet, said iron rod being located at the beginning of a tangent curve to the left; THENCE northwesterly, continuing with said easterly line and with said curve which has a central angle of 20.47'20", a radius of 550.00 feet, a chord which bears North 09'46'34" West with a chord distance of 198.47 feet, and an arc distance of 199.56 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT set for corner; THENCE South 89.38'31" East, leaving said easterly line of the UTRWD tract, passing at a distance of 21.14 feet a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found at an ell corner of said Lot 4X Block FF, and continuing with the north line of said Lot 4X, Block FF, a total distance of 441.14 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner; THENCE South 83'52'24" East, continuing with the north line of said Lot 4X, Block FF, a distance of 220.93 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner; THENCE South 60'19.11" East, continuing with the north line of said Lot 4X, Block FF, a distance of 15.00 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner, said iron rod being the beginning of a non -tangent curve to the left; THENCE southwesterly, with said curve which has a central angle of 28'30'52", a radius of 640.00 feet, a chord which bears South 15'25'23" West, with a chord distance of 315.23 feet, passing at an arc distance of 274.20 feet a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found at the northwesterly corner of said right-of-way dedication for Silverado Parkway, continuing with said westerly right-of-way line of Silverado Parkway, and with said curve, a total arc distance of 318.51 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner; THENCE continuing with said westerly right-of-way line of Silverado Parkway, the following courses to 5/8-inch iron rods with cap marked 'PETITT-RPLS 4087" found for corner: South 01'09'57" West, a distance of 100.00 feet, said iron rod being the beginning of a tangent curve to the right; Southwesterly with said curve which has a central angle of 32'31'10", a radius of 760.00 feet, a chord which bears South 17.25'32" West, with a chord distance of 425.59 feet, and an arc distance of 431.35 feet to the end of said curve; South 33'41'06" West, a distance of 215.62 feet, said iron rod being located at the beginning of a tangent curve to the left; And southwesterly with said curve which has a central angle of 09'08'40, a radius of 1840.00 feet, a chord which bears South 29'06'47" West with a chord distance of 293.35, and an arc distance of 293.66 to the POINT OF BEGINNING, containing 10.152 acres of land. LEGAL DESCRIPTION - VACATED PORTION OF LOT 4X, BLOCK FF Being that certain tract of land situated in the James Bridges Jr., Survey, Abstract No. 36, in Denton County, Texas, and being part of Lot 4X, Block FF of Silverado Phase 1A and 1B, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2018-241, of the Plat Records of Denton County, Texas (PRDCT) and being more particularly described as follows: COMMENCING at a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087" found in the westerly right-of-way line of Silverado Parkway (called 80 foot Right -of -Way), according to said Silverado Phase 1A and 1B, and being the most southerly southeast corner of said Lot 4X Block FF; THENCE North 8913'32" West, with the south line of Lot 4X, Block FF, and the north line of Lot 1X, Block FF, of said Silverado Phase 1A and 18, a distance of 153.56 feet to a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087" found for corner located in the easterly line of that certain tract of land described in deed to Upper Trinity Regional Water District (UTRWD) recorded in Document No. 2010-73910, Real Property Records, Denton County, Texas (RPRDCT), and being the beginning of a non -tangent curve to the left; THENCE with the easterly line of said UTRWD tract, the following courses to 5/8-inch iron rods with cap marked 'PETITT-RPLS 4087" found for corner: Northeasterly with said curve which has a central angle of 5633'53", a radius of 150.00 feet, a chord which bears North 62'29'32" East, with a chord distance of 142.15 feet, and an are distance of 148.09 feet to the end of said curve; North 34.12'35" East, a distance of 264.13 feet, said iron rod being located at the beginning of a tangent curve to the left; Northwesterly with said curve which has a central angle of 85'48'11", a radius of 150.00 feet, a chord which bears North 08'41'31" West, a chord distance of 204.22 feet, and an arc distance of 224.63 feet to the end of said curve; North 51'35'36" West, a distance of 134.35 feet, said iron rod being located at the beginning of a tangent curve to the right; Northwesterly with said curve which has a central angle of 52'12'42", a radius of 400.00 feet, a chord which bears North 25'29'15" West, a chord distance of 352.02 feet, and on arc distance of 364.51 feet to the end of said curve; And North 00'37'06" East, a distance of 194.54 feet, said iron rod being located at the beginning of a tangent curve to the left; THENCE northwesterly, continuing with said easterly line, and with said tangent curve which has a central angle of 20'47'20" , a radius of 550.00 feet, a chord which bears North 09'46 34 West with a chord distance of 198.47 feet, an arc distance of 199.56 feet to the end of said curve, a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" set for the POINT OF BEGINNING of herein described tract; THENCE northwesterly, continuing with said easterly line, and continuing with said curve which has, from this point, a central angle of 17.14'57, a radius of 550.00 feet, a chord which bears North 28'47'42" West, a chord distance of 164.95 feet, and an arc distance of 165.58 feet to the end of said curve, a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner at the northwest corner of said Lot 4X, Block FF, and being the beginning of a non -tangent curve to the left; THENCE southeasterly, with the northerly line of said Lot 4X, Block FF, and with said curve which has a central angle of 52*13'21 ", a radius of 75.00 feet, a chord which bears South 63'31'51 " East, a chord distance of 66.02 feet, and an arc distance of 68.36 feet to the end of said curve, a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found for corner; THENCE South 89'38'31" East, continuing with said northerly line of Lot 4X, Block FF, a distance of 42.22 feet to a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found for corner; THENCE South 00.21'29" West, with an east line of Lot 4X, Block FF, a distance of 115.00 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner; THENCE North 89'38'31" West, a distance of 21.14 feet to the POINT OF BEGINNING of herein described tract, containing 0.131 acres of land. THE PURPOSE OF THIS REPLAT IS TO VACATE 0.131 ACRES OF LAND WHICH IS PART OF LOT 4X, BLOCK FF, ACCORDING TO THE FINAL PLAT OF SILVERADO PHASE 1A & 1B, RECORDED IN DOC. NO. 2018-241, PLAT RECORDS OF DENTON COUNTY, TEXAS. OWNER: D.R. HORTON - TEXAS LTD. 4306 MILLER ROAD ROWLETT, TX 75088 PH-(214)607-4244 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 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 hereinabove described property as LOT 4XR, BLOCK FF, SILVERADO PHASE 1A & 18, 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 the 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 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 unless the easement limits the use to a particular utility or utilities, said use by public utilities being subordinate to The District use thereof. Any public utility given the right by The District to use said easements shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or growths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective system on any of these easements. Any public utility shall at all times have the right of ingress and egress to and from and upon any said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or part of its respective system without the necessity at any time 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 The City of Aubrey Extra -Territorial Jurisdiction. This plat approval is subject to all the platting ordinances, rules and regulations of the City of Aubrey, and Denton County, Texas. WITNESS MY HAND THIS I DAY OF _ V4 , 2019. D.R. HOR N - S, LTD BY: DAVID BOOTH LAND ACQUISITION DEVELOPMENT MANAGER STATE OF TEXAS § COUNTY OF DALLAS § Before me, the undersigned authority, a notary public in and for the State of Texas, on this day personally appeared David Booth, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some for the purposes and considerations therein expressed and in the capacity therein stated. Given under rrgy hand and sea office: this6Vday of _ V��R- 2019. Notary PublicY and for the State of Texas. „ ".: a' •, � ;�,�•• �R.�1:, KELLIE SMITH My commission expires: 171/J1�L/ .0 I' My Notary ID # 12901193 (1 ;,, Expires May 2, 2021 SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: That I, JIMMIE D. NICHOLS, a Registered Professional Land Surveyor, do hereby certify that this plat was prepared and the field notes made a port hereof from an actual and accurate survey of the land and that the comer monuments shown hereon were found or properly placed under my personal supervision in accordance with the City of Aubrey and Denton County Subdivision Regulations. Dated this the _ `��i day of "� 2019. JIMWE D. NICHOLS Registered Professional Land Surveyor No. 5184 STATE OF TEXAS § COUNTY OF DALLAS § JIMMIE D..NICHO } S E184��� Before me, the undersigned authority, a notary public in and for the State of Texas, on this day personally appeared JIMMIE D. NICHOLS, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the some in the capacity therein stated. Given under my ha and seal of office, this day of 3011 2019. Nota y ublic in and for the State of Texas. } My commission expires: --- -- APPROVED AND ACCEPTED: The undersigned, the City Manager and City Secretary of the City of Aubrey, Texas, hereby certify that the foregoing Replat of Lot 4XR, Block FF, Silverado Phase 1A & 1B, an addition to Denton County, Texas, is hereby approved by the City of Aubrey this -? �� day of "�u ���li2019, and the City of Aubrey does hereby app?"ove and accept said Replat. Attest this day of _, 2019 OF Ali, Mark A. Kaiser, City Manager G' �FFlC1 ' City of Aubrey, Texas SEAL , Jenny Huckabee, City Secretary'9G•,•• �•••• City of Aubrey, Texas �,, tgA;;�••;�.� This plat was recorded under authority of Section 212.016 (11) Amending Plat of the TXLGC, to allow a replat under the terms and conditions listed therein. SA0343A G01, S02, W41 733058 SILVERADO PHASE 1A&1 B BLK FF LOT 4X/ALL DISTRICT APPROVAL "'fit THE LAKES FRESH WATER SUPPLY DISTRICT: CHAIRPERSON DA REPLAT SILVERADO PHASE 1A & 1B LOT 4XR, BLOCK FF BEING A REPLAT OF SILVERADO PHASE 1A & 1B LOT 4X, BLOCK FF 10.152 ACRES SITUATED IN THE JAMES BRIDGES JR., SURVEY - ABSTRACT NO. 36 THE LAKES FRESH WATER SUPPLY DISTRICT CITY OF AUBREY ETJ DENTON COUNTY, TEXAS Filed for Record in the Official Records Of: PETITT & ASSOCIATES Denton County On: 8/26/2019 11:17:42 AM In the PLAT Records ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION SILVERADO PH 1A &!B Doc Number: 2019-359 TBPE FIRM REGISTRATION NO. 1488 Number of Pages: 1 TBPLS FIRM REGISTRATION NO. 101068 Amount:50.00 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Order#: By. JK Richardson, Texas 75081 Fax No. (214) 340-3550 DATE: JULY 2019 SCALE: 1 "=100' JOB NO. 12019-01A SHEET 1 OF 1