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SA0369AS89'W31'E 30.00= N00'21'29'E' 50.00' T 250' DRAINAGE & ROADWAY ESM'T N INST. NO. 2020-39983 RPRDCT 330.48' r N89'38'31"W 360-47' CTMGT REGATTA, LLC TRACT 1 DOC. No 2012-122934 RPRDCT (CURRENT DEED) D.R. HORTON - TEXAS, LTD. TRACT 1, PARCEL A INST. NO. 2017-139975 RPRDCT h-12'29'24' R-75.00' CEI-NO5'53'137W CH-16.32' L=16.35'� N77'52'OeE 8.36'•- - CALLED 60.071 ACRES UPPER TRINITY REGIONAL WATER DISTRICT DOC. No. 2010-73910 RPRDCT X LOT INFORMATION LOTS 1X. BLOCKS AA. DD. FF & JJ ARE FOR LANDSCAPE BUFFER PURPOSES. LOT 2X, BLOCK FF IS FOR OPEN SPACE AND DRAINAGE PURPOSES. LOT INFORMATION SF-5 a 166 LOTS SF-6 a 19 LOTS LOTS RANGE IN SIZE FROM 5,750 SQ FT TO 13,742 SQ FT t.ryvv nx_vr„ ,., TRACT 2 - RRST TRACT AUBREY AGGREGATES, LLC DOC, NO, 2013-44256 RPRDCT PARCEL 2, TRACT 3 589'38'31"E 1356.OW DOC. NO. 2015-63292 RPRDCT DOC. NO. 2017-115329 RPRDCT FRONTIER PARKWAY N t5`.�J6 J� yr 1i1L7=..•. JJJJV �-a IJ aavLa.+a -� - - 768.26' 160.OtlT54.0 3 20 BL 35.02 1 2 3 5 6 7 8 9 10 [20'BL 11 12 13N J4 O] pU •- ' O in I60.00' S8x 38'31"E 768.26' TOTAL) „ " 54.0 ' 60. 02'I 1 I 54.02' » » » " 54.0 2' 60.02 I 160.00 54.02 » » » » m �1 N O == °= °x == =° == II =x " 16N Ili 28No27 == 26 == 25 24 23'= 22 21 20 19 18 1 r O L N 20'BL 20,6E o N S4_02 - - - - - - 54.02 L60_00' _ _ _ 60.02_j 20,6E01 20,6E /" _ �o ��..p`- ��S bs °O / C?'i' 65_00_ 65Af 65 00_ 64.98 62.62' 46.19 `5 5'UE � \ 6 /o� � , h _ _ROCK BOLT DRIVE _ �/ <8 ,� >>S 8s, P_< S8938'31"E 413.79' 15.67' / G� °O- �� 7.5'UE 384.21' 7.5'UE C8 / tis7 12 41'/ & 0 h 0.00 - >- - - -6 (TO 60.00 45.59� 20'BI - w w N w rn o N io 13 / 19 18 17 16 N,r;15 1;N14-" 2X�; FF z z z Z^ 5/8' ITT) CIRF 50,00' » _~ 60.00' 60.27' 60.32' T 25.13' '38'31 "W 360.00' (PE'pEnTT) OWW83"52'24`W 220.93, 21' /8' CIR (PEnTT / N60'19'11"W 15.00, /� 0 POW TEXAS COORDINATE SYSTEM OF 1983 (NAD83 / 1996) NORTH CENTRAL ZONE NO. 4202 (GRID) 0 N:7,142,982.33 E:2.442,120.80 / A-2432'52' J R=640.00' It ! / CB=N17'24'23 /,ri / CADG REGATTA III, LLC TRACT 1 DOC. NO, 2013-4-4256 RPRDCT & / TO 5'8"" 1353.76' 5/s' CIRF (BCG) 588,50.03,.E 1110.44' DOC. NO. 2015-63292 RPRDCT 5/8" CIRF TO 5/IRF (PEnTT) '� 7 - - - 1090.00' 20 WATER LINE ESM'T 0 20.44' 0 � INST. N0. 2020-7361 RPRDCT o r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Q--------------------------a L-- - - - - - - - - - 7.5'UE S88'50'03"E 1015.00' 7.5'UE 1 X �s -_- _ _-_------n----- - - - -- -- --- ----- - ------- ----0 -o-�-�I$I s n•- - -- -- - „ ,95.00' 55.6'50.00' _.6065.00 SE � S 140'I46 °LO o �L6a7av8=9=10=11=12=13=14=15=16=17= 18= 19=20=21 =22^21 2 6 0 w 26' .7 .830 20,6E D0 1 . n 20'BL - L I I o I I� A A G15 v - n ~ 7.5'UE - 806.33' - 5/8" CIRF (PEn ' /8" CIRF PETIj,T ISO 5 " °1e, / N 3 N LOS Ai AMOS DRTIVE_ „slx_u s7'w 50. WW 03 30.So 0-0 1N88 50 03 W 814.50 �n ';��.5 �I- 1, n Q N 7.5'UE 5/8" CIRF (PEn TT) N 1 I I I IF 5 8" CIRF PEn <p U 220 I N88-50'03"W 0 108.43' � 0 cJ !- ' ,,,1 o 4 � I w M-N88'50'03"W)`r01 115.00' w L 'n I �ZN rl� I 3 ^�I `G7 � 1� 1 W N YQ' 0 OI z r-1 C4 "1 o'n -N88'50'03"W 'I 3 a Nz0 0 I 0 115.130, 0 aa� to 1 1 1 15'BL 1 d 35.00 3 50.OD » 20'BL -_ ` - - - - - - 50.00 60.Od 20'BL 1 02 3 4 5 6 7 8 9 10 11 12 13 14 16��17 III =, == __ =_ _. ,. __ _. -.15 == f N88' '03"W 70.00' (TOTAL) ppp BO 0 m 1 1160.00' 50.00' " " " ^ » " 1 W 57"W » » '03' " ' 50,00, B B 60%0, 160.00' in 50,00' B B » 50.00 5/8" CIRF (PEnT11 N88'5 460 1 34 633 x = 32 31 x = 30 x = 29 = 28' 027 15.00 21 20 19 1811 0 o 26 ,03 W 23 22 voi 7.5'UE 2O'BL ' 20,6E LO�� - - -- -- -- - _ -- -- -- --� D_Q0 - 50.00 - - - 30 F IF_ in 11 1 2 II"r I Na 1134 33 I �I _ 7. rJ'DE/ ,:1 CLONDIKE 5/B" CIRF (PETITT) -5/8"- CIRF PE➢TT) , „ , \7.55'UE _ 195.00' 415.00' 01'09 57 W 50.00 KLONDIKE LANE _ I 15.00' n N88'50'03"W 620.01' (TOTAL) 5//8" CIRF (PEnTT} 58$�J -4W0(T SILVERADO PHASE 3 IDIOT' 7.5'UE N - - - - 7.5'UE - - s a GRF(PETITT)- - --7.5'UE - . N - - - - i. / " DOC. N0. 2020-14 PRDCT w - i 15 08 ,- - - - 1 0 1� r; 65.00 53.00 - 5 00 Q r ¢ "i 15 t 16 93'BIL 20'BL � • 207BL 0 I 115.00 ' 1 0 2 __ _ 3 _ ._ 4 = = 5 6 7 8 "O>j I X , 1 2 1 ! ' S87.21'11 "E w o - ' I I W l 0 2 I�1 to (vI o� CC oN - O r ILVERAEO MEN NG PLA 3 I 'T" 10 to ,1 n 1 S82'5842"E �1 68.20' 53.00' » » » 53.00' DOC NO. 2 20-168 PRDCT U I ( 1 ^ 1 715.00' , N88'50'03"W 5/8" CIRF (11 '03'W 318.00 5/6" CIRF � I O] . 1 121.2D' (PETITT) (PETITT) 11 a = D D 3 0 ^1 Sb' 0 33 SO8'18'29'W 68.03' C C 1 ix ' ^ $7g715.00, N u11 R w 1 S80-16'47"E 5/8. GRF 26 ! ! 1 CV 36, t PEnTT $11'28'03'W 57.32' 18 17 34 33 / l 0 12"E o m 120.00' ( / ! �s� 4 h°� 1qN 32 27 _ _ 2o'BL- J //s // 0 115 ?0p3E ,�'/ S�20%DB.,E 5/6" GR //- --- -- -- -- -- 1J,!J L-- -- 02. " 5 aJ ^ J J� 3100 (PEITT> S14.57'42'W 7.5'UE GLOVER LANE _ S,�3.1,, / 57.32 - - - - 29'e 28 7.5 LIE )20.OQ' '.�' 5/8" CIRF 1 p Sss. J ?S 25' / 30 (PETITT) !' 1 O RQ 3 9 S (AER e< A q�9 RF o 8022. 24.s�T� 20F \ /,9 FO \ \\ ss�9��4'F `\ T 20BL 2 3 4 5 6 7 8 9 10 I� ® II4] 1 II 8 17 15 14 13 12 11 -- GULCH DRIVE_ too SI NO SCALE LOCATION MAP H z 100 0 50 100 200 1 inch = 100 feet CURVE TABLE CURVE CHORD DIRECTION CHORD DELTA RADIUS LENGTH Ct N44'38'31'W 3 36' 90ro0'00" 25.00' 39.2T C2 N44' B'31'W 70.71' 90ro0'00" 50.00' 78.54: C3 N41'04'16"W 118.87' 164'1524 60.00' 172.01' C4 N23'41'17"E 324.74' 46' 410.0 333.89' C5 N66'18'43"W 198.01' 4639'36" 250.06 203.59' C6 N64'54'37"E 21.48' 50'5343 25.00' 22.21' C7 N64'54'37'E 42.97' 50'53.43" 50.00' 44.41' CB N79.27'44"E 79.06' 8225'26" 60.00' 86.31' C9 S44'38'31"E 35.36' 90'00'00" 2 .00' 39.27' C10 S44'38'31"E 70.71' 90'00'00" 50.00' 78.54' C11 S4438'31"E 106.07' 89' 9'56" 75.00' 117.81' C12 S1219'10"W 307.57' 22'18'26" 7 5.00' 309.5 ' C13 S46'09'57"W 35.36, 90ro0'OQ" 25.00' 39.27' C14 sasros'57'W 70.71' 90100'00' 50.00' 78 W C15 S46'09'57'W 117.61' 1 7ro6'53" 601 164.53' C16 S26'04'31'W 428.92' 41'53'07 600.00- 438.62' C17 S24'05'31"W 467.45' 45'51'08 600.00, 480.16' C18 N89'1417~W 14.10' 00'48'2 " 1000.00' 14.10' C19 N431425E 104.76 OT33'20" 795-00' 104.83 LINE TABLE LINE BEARING LENGTH L1 S33-11-58"E 60.00' L2 S48'56'34"E 60.00' L3 N5T36'30"E 60.00' L4 N34'43'23"E 60,00' L5 N46-09'57"E 49,50' L6 N44'14'17"W 49.15' L7 N30'40'27"E 60.00' L8 S51'44'59"E 1 60.00' LEGEND LS LANDSCAPE EASEMENT UE UTILITY EASEMENT DE DRAINAGE EASEMENT VE VISIBILITY EASEMENT WME WALL MAINTENANCE EASEMENT WLE WATER LINE EASEMENT -272.11' + " I- F SSE SANITARY SEWER EASEMENT CH � I t 1 �O3'56 O1 M / I - LS&DE LANDSCAPE AND DRAINAGE EASEMENT SILVERADO PHASE 1A & 1B L=274.20' 11 / R=560.00' w w w / STREET BL BUILDING SETBACK LINE (REPEAT LOT 4XR, BLOCK FF) `'' °' _ - - - - CIRS 5/8-INCH IRON ROD W/CAP MARKED DOC. NO. 2019-359 PRDCT I CB-NO3'08'57'E I _ 15/s• CIRF a 11 I 2 ®14 I I - "BCG 10194538" SET 5/6" CIRF 40' 40' PETITT)-38.77' -' z =, 5/8" CIRF IRF (CIRF) (CAPPED) IRON ROD FOUND rr (PEnrr) L=387T o o S01'09'S7"W (PETITT)I DOC. DOCUMENT I 3 INST .1 2 INSTRUMENT w LOT w LOT 10'x1o' U) SIDEWALK & VISIBILITY ESMT. b (TYP.) 10' STREET 10' o SIDEWALK & VISIBILITY ESMT. LOT (TYP.) LOT NO SCALE a ♦3' AUBREY INDEPENDENT SCHOOL DISTRICT INST. NO. 2019-6658 RPRDCT EE 1 (FUTURE SCHOOL SITE) b--67'41'34" o R=470.00' \ CB-S32'40'50" E ;;6 \\ CH=523.55' L=555.29' 0 ,A FATHOM N&V52'02'W 1 a 93 27 (TOTAL 80 00' 5/s' CIRF N` X I I 1 15� I ROW RIGHT-OF-WAY I(PETIM 0 0 0 (� 15'BL 1 UU POB POINT OF BEGINNING dl 15/8" CIRF 20.0 -1 N 16.00' 20.00' N, �PUM F 1 I I RP RADIUS POINT I(PETITT) 394.48' 0-�15.00' 275.31' 498.94' .,. _ _ _ HOA HOME OWNERS ASSOCIATION N01'09'S7'E N$$'50'03'W 1245.00' S/8" cl 22X 7.5'UE - RPRDCT REAL PROPERTY RECORDS, QUICKSILVER BOULEVARD (PETITT) DENTON COUNTY, TEXAS 43.86+ (CALLED 60' WIDE R.O.W. - - PRDCT PLAT RECORDS, DENTON (CALLED 80' WIDE RIGHT-OF-WAY - DOC. NO. 2018-241 PRDCT) I DOC. N0. 2018-241 PRDCT) I COUNTY. TEXAS O 0 DESIGNATES SUBDIVISION BLOCK Q r---I+X-- ---- - - - - ---- -- `--2-7)(--"-- - - �S�f_ _- -- ---- ----� - DENOTES STREET NAME CHANGE A IL ! 1 I I I I DOC NO �2 18E A QCT I I (� m I 1 r P 1 1 1 0 15 1 I 1 22 1 I I I 1 M - 34 I I 11 ^ U 30 I 1 I 1 - 30 I I 1 FINAL PLAT ' a O I I © a¢ a- Z SIL EI� DO PH E 1C O I I O o ' - a I� I I I I I I I =� DOC. 0 2D,3-4 RDCT I I SILVERADO PHASE 4 1 80' . O. w, 1 2 1 1 I I I I I NOTES: 9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FouNDAnoNs, PLANTINGS, AND OTHER G01 S02 W41 SA0369A 58.728 ACRES 1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. 185 RESIDENTIAL LOTS z 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS. AND FILLING OR 52490 A0036A J. BRIDGES, TR 20, 41.8639AC/PT 6 NON-RESIDENTAL LOTS 2. UTILITY PROVIDERS: OBSTRUCTING THE FLOODWAY IS PROHIBITED. SITUATED IN THE (A) ELECTRIC do GAS SERVICE: COSERV (B) TELEPHONE SERVICE: AT&T 11. THE CITY OF AUBREY WALL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY 52229 A0036A J. BRIDGES, TR 21, 1.7681 AC/ALL JAMES BRIDGES, JR. SURVEY - ABSTRACT NO. 36 z 7701 SOUTH STEMMONS 2301 , TEXAS DRIVE OCCASIONED BY FLOODING OR FLOODING CONDITIONS. 749062 A0036A J. BRIDGES, TR 20B, 2.856 AC/ALL CORINTH, TEXAS 75065 PLANO, TExns 75025 THE LAKES FRESH WATER SUPPLY DISTRICT 1-800-274-4014 (972) 569-3084 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION HALL REMAIN AS OPEN 749063 A0036A J. BRIDGES, TR 21 B, 12.24 AC/ALL CITY OF AUBREY ETJ a CHANNELS AND WALL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY DENTON COUNTY, TEXAS OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. OWNERS: O 3. SANITARY SEWER TO BE HANDLED BY FAGUl1Es APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. 13 THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. BARRAZl1 w �ti/� - D.R. HORTON -TEXAS, LTD. CONSULTING GROUP, LLC 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENT'S AND/OR EASEMENTS SHOWN ON THIS PLAT ARE � 48121CO265G, REVISION DATE APRIL 18, 2011. ZONE X (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE 43os MILLER ROAD Filed for Record � THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT. OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN." ROWLETT, TX 75088 PLANNING ENGINEERING SURVEYING in the Official Records Of: 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN IDENTIFIED PH-(214)607-4244 Denton County 5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, On: 919/2020 2:28:23 PM 0 0 RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, AUBREY INDEPENDENT SCHOOL TBPLS FIRM REG. NO. 10194538 In the PLAT Records o EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND "FIRM" FLOODPLDI AREA. AND THEN ONLY AFTER A DETAILED FLEVATIOIN DEVELOPMENT PERMIT INCLUDING ENGINEERING DISTRICT - HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (SUET YAN RESULT, THAT NO FLOODING WILL 415 TISDALE LANE Doc Number: 2020-312 o I PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW of WATER WILL RESULT; AND SUBJECT N ALL OWNERS oU THE TBPE FIRM REG. NO. 20683 Doc Number: PHASE 4 PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, AUBREY, Tx 76227 801 East Campbell Road, Ste. 650 Number of Pages: 2 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION. PH-(940)668-0060 TIRichardson, Texas 75081 Amount:100.00 s o THE EXCLUSIVE USE OF THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED. 15 PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "BCG 101945W FOUND OR SET, RPLS OF RECORD TELEPHONE - (214)-484-7OSS OMer#: JIMMIE D. NICHOLS By: PA o N 7. LOTS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY OF UNLESS NOTED OTHERWISE. REGISTERED PROFESSIONAL PROJECT # - 2019W5-04 N THE HOME OWNERS ASSOCIATION (HOA). 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MONUMENTED NORTH RIGHT-OF-WAY LINE OF LAND SURVEYOR N0. 5184 DATE - August 2020 QUICKSILVER BOULEVARD ACCORDING TO FINAL PLAT OF SILVERADO PHASE 1A AND 1B, RECORDED IN DOCUMENT NO. Email: JNichols@Barrazo-Group.com `n a 8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION 2018-241, PLAT RECORDS OF DENTON COUNTY. TEXAS (S88'50'03-E). SHEET 1 OF 2 (HOA). OWNER'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS D.R. Horton - Texas, Ltd.; and Aubrey Independent School District; are the owners of that certain tract of land situated in the James Bridges, Jr. Survey, Abstract No. 36, in Denton County, Texas, according to Deed to D.R. Horton - Texas, Ltd.. recorded in Instrument No. 2017-139975, of the Real Property Records, Denton County, Texas, (RPRDCT), and Special Warranty Deed to Aubrey Independent School District recorded in Instrument No. 2019-6658, RPRDCT, both tracts being a portion of that certain called 345.993 acre tract of land described as Tract 1 - Parcel A in said deed recorded in Instrument No. 2017-139975, RPRDCT, and being a portion of that certain called 346.098 acre tract of land described as Tract 1 in Special Warranty Deed to CTMGT Regatta 11, LLC, recorded in Document No. 2012-122934, RPRDCT, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found at a northeasterly corner of Lot 4XR, Block FF, of Silverado Phase 1A and 1B, an addition to Denton County according to Replat recorded in Document No. 2019-359, RPRDCT; THENCE, with the north line of said Lot 4XR. the following courses to 5/8-inch iron rods with cap marked 'PETITT RPLS 4087" found for corner: North 60'19'11" West, a distance of 15.00 feet; And North 8352'24" West, a distance of 220.93 feet; THENCE North 89'3831" West, continuing with said north line of Lot 4XR, a distance of 360.00 feet to a 5/8-inch iron rod with cap marked "BCG 10194538" set for corner, from which a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087' found at the northwest corner of said Lot 4XR bears North 89'38'31" West, a distance of 81.14 feet; THENCE leaving said north line of Lot 4XR, and over and across said D.R. Horton - Texas, Ltd. tract, the following courses to 5/8-inch iron rods with cap marked "BCG 10194538" set for corner: North 00'21'29" East, a distance of 171.96 feet; North 77'52'04" East, a distance of 8.36 feet, said iron rod being located at the beginning of a non -tangent curve to the right; Northwesterly with said non -tangent curve to the right which has a central angle of 12'29'24", a radius of 75.00 feet, a chord which bears North 05'53'13" West, a chord distance of 16.32 feet, for an arc length of 16.35 feet to the end of said curve; North 0021'29" East, a distance of 765.00 feet; North 8938'31" West, a distance of 360.47 feet; North 00'21'29" East, a distance of 50.00 feet; South 89'38'31" East, a distance of 30.00 feet; And North 00'21'29" East, a distance of 175.00 feet, said iron rod being located on the north line of said D.R. Horton - Texas, Ltd. Tract; THENCE South 89'38'31" East, with said north line of the D.R. Horton - Texas, Ltd. tract, a distance of 1356.00 feet to a 5/8-inch iron rod with cap marked "BCG 10194538" found for corner at the southwest corner of that certain tract of land described as Tract 1 in a deed to CADG Regatta III, LLC, recorded in Document No. 2013-44256. RPRDCT, and Document No. 2015-63292, RPRDCT; THENCE South 88'50'03" East, with the north line of said D.R. Horton - Texas, Ltd. Tract and the south line of sold CADG Regatta III, LLC tract, a distance of 1110.44 feet to a 5/8-inch iron rod with cap marked PETITT RPLS 4087"found for corner, said iron rod being the northwest corner of Silverado Phase 3, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2020-14. PRDCT; THENCE with the westerly (line of said Silverado Phase 3, 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 175.00 feet; North 88'50'03" West, a distance of 30.50 feet; South 01'09'57" West, a distance of 50.00 feet; South 88'50'03" East, a distance of 30.50 feet; South 01'09'57" West, a distance of 115.00 feet; North 88'50'03" West, a distance of 460.00 feet; South 01'09'57" West, a distance of 115.00 feet; North 88'50'03" West, a distance of 20.00 feet; South 01'09'57" West, a distance of 50.00 feet; South 88'50'03" East, a distance of 46.00 feet; South 01'09'57" West, a distance of 115.00 feet; North 88'50'03" West, a distance of 318.00 feet; South 08'18'29" West, a distance of 68.03 feet; South 11'28'03" West, a distance of 57.32 feet; South 14'57'42" West, a distance of 57.32 feet; South 19'10'55" West, a distance of 80.94 feet; North 66'31'37" West, a distance of 20.00 feet; South 2328'23" West, a distance of 60.00 feet; South 66'31'37" East, a distance of 296.26 feet, said iron rod being located at the beginning of a tangent curve to the right; And southeasterly, with said tangent curve to the right which has a central angle of 67'41'34", a radius of 470.00 feet, a chord which bears South 32'40'50" East, a chord distance of 523.55 feet, for an arc distance of 555.29 feet to the end of said curve; THENCE South 01'09'57" West, continuing with said westerly line of Silverado Phase 3, passing at a distance of 73.27 feet a 5/8-inch iron rod with cap marked 'QETTTT RPLS 4087" found at the northwest comer of a called 50-foot wide right-of-way dedication according to the Final Plat of Silverado Phase 1A and 1B, an addition to Denton County, Texas according to Final Plat recorded in Document No. 2018-241, PRDCT, continuing with the west line of said right-of-way dedication, in all, a total distance of 93.27 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" found for corner at the intersection of sold west right-of-way line, and the north right-of-way line of Quicksilver Boulevard (called 80-foot fight -of -way at this point), according to said Final Plat of Silverado Phase 1A and 1B; OWNER'S CERTIFICATION (CONTINUED): THENCE North 88'50'03" West, with said north right-of-way line of Quicksilver Boulevard, a distance of 1245.00 feet to a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found for corner, said iron rod being located on the east line of a right-of-way dedication for Silverado Parkway (called 80-foot right-of-way at this point); THENCE, with said east right-of-way dedication of Silverado Parkway, the following courses to 5/8-inch iron rods with cap marked 'PETITT RPLS 4087" found for corner: North 01'09'57" East, a distance of 43.86 feet, said iron rod being located at the beginning of a tangent curve to the right; And northeasterly, with said tangent curve to the right which has a central angle of 03'58'01", a radius of 560.00 feet, a chord which bears North 03'08'57" East, a chord distance of 38.77 feet, for an arc length of 38.77 feet to the end of said curve; THENCE North 84*52*02" West, with the north line of said right-of-way dedication, a distance of 80.00 feet to a 5/8-inch iron rod with cap marked PETITT RPLS 4087' found for corner and the beginning of a non -tangent curve to the right; THENCE northeasterly, with said non -tangent curve to the right which has a central angle of 24'32'51", a radius of 640.00 feet, a chord which bears North 17'24'23" East, a chord distance of 272.11 feet, for and arc distance of 274.20 feet to the end of said curve, and the POINT OF BEGINNING, containing an area of 58.728 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, D.R. HORTON - TEXAS, LTD.; and AUBREY INDEPENDENT SCHOOL DISTRICT, acting herein by and through their duly authorized officers, do hereby adopt this Final Plat designating the hereinabove described property as SILVERADO PHASE 4, an addition to Denton County, Texas, and do hereby dedicate to The Lakes Fresh Water Supply District (The District), in fee simple, the streets and public use areas shown hereon, and do 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 same 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 sold 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 some 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 City of Aubrey, Denton County, Texas. WITNESS MY HAND THIS P""DAY OF AJA,-_UAr 2020. D.R. HORTON - TEXAS, 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 SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS 2_/ DAY OF 2020. NOTARY PUBLIC IN AND FOR THE STALE UI- ILAAJ. _ _ MY COMMISSION EXPIRES: `� - �C' / ALICE ANNPMILRRIPK Nolery Iq 9d My Commi4*M fi@3 WITNESS MY HAND THIS � DAY OF 2020. AUBREY INDEPENDENT SCHOOL DISTRICT BY: DR. DAVID BELDING AUBREY ISD SUPERINVNEirNT 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 DR. DAVID BELDING, 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 SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS 211- DAY OF A),if, I 1 2020. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: o(4 - j-c -?-o2_,�� 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 PART HEREOF FROM AN ACTUAL AND ACCURATE SURVEY OF THE LAND AND THAT THE CORNER MONUMENTS SHOWN HEREON WERE FOUND OR PROPERLY PLACED UNDER MY PERSONAL SUPERVISION IN ACCORDANCE WITH THE CITY OF AUBREY SUBDIVISION REGULATIONS. DATED THIS THE �` ­5 �k DAY OF P�ljC-"5-� 2020• JIMMIE D7 NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 7�Q-��'OF• RF�'9" 0 lCNolS J1MM.....518.......... ...... 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 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 SAME IN THE CAPACITY THEREIN STATED. GIV N UNDER MY HAND AND SEAL OF OFFICE, THIS '2l DAY OF *AMANDA RENEE SMITH yc�'rlf`�v¢' I r NotaiY 1D # 125153769 My Comm(ssion Expires NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. �am,arys,2o22 MY COMMISSION EXPIRES: dilo azla� DISTRICT APPROVAL THE LAKES FRESH WATER SUPPLY DISTRICT: _ e,_2L CHAIRPERSON DATE APPROVED AND ACCEPTED: JA MEYERS, MAftPR Cily OF AUBREY, XA THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF AUBREY, TEXAS HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF SILVERADO PHASE 4, AN ADDITION TO DENTON COUNTY, TEXAS, IS HEREBY APPROVED BY THE CITY OF AUBREY THIS &�11- DAY OF 59eW 6 -2020, AND THE CITY OF AUBREY DOES HEREBY 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. ATTEST THIS DAY OFSOM4I2020 •• 46AAt;' 7 . JENNY HUCKABEE, CITY SECRETARY ' CITY OF AUBREY, TEXAS e ? Pn,.. 3 APO (7 '••......•,•' \' J ZIO FINAL PLAT SILVERADO PHASE 4 58.728 ACRES 185 RESIDENTIAL LOTS 6 NON-RESIDENTAL LOTS SITUATED IN THE JAMES BRIDGES, JR. SURVEY N ABSTRACT NO. 36 THE LAKES FRESH WATER SUPPLY DISTRICT CITY OF AUBREY ETJ OWNERS: BARRAZA DENTON COUNTY, TEXAS D.R. HORTON - TEXAS, LTD. CONSULTING GRovP, LLC 4306 MILLER ROADly I .__ ­­. I Filed for Record ROWLETT, TX 75088 PLANNING -ENGINEERING• SURVEYING in the Official Records Of: TBPLS FIRM REG. NO. 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 PROJECT # - 2019005-04 DATE - August 2020 PH-(214)607-4244 AUBREY INDEPENDENT SCHOOL DISTRICT 415 TISDALE LANE AUBREY, TX 76227 PH-(940)668-0060 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 Email: JNicholsOBarraza-Group.com 0 i w o' Cn rn E O I U 0 00 01 N O O N N / rn N cii Q SHEET 2 OF 2