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SA0359AE-I - -- M POO � 93, SITE CURVE TABLE LINE TABLE oz n FRONTIER PARKWAY CURVE CHORD DIRECTION CHORD DELTA RADIUS LENGTH LINE BEARING LENGTH z F8" C12 117.61' 157'06'53" 60.00 164.53' L1 N34-43'23"E 60.00' 3.01 7.5'UE 7.5'UE C1 N46'09'57"E L2 S57'36'30"W 60.00' w N -' ¢ P OP05ED O 77 138 8X---" -� C2 S46'09'57"W 7p.7,' 90'00'00" 50.00' 78.54 L3 S32'23'30E 60.00' °<0 } N _ 5 WME I I C3 S02'Ot'47"E 27.87' 6'23'28" 250.00' 27.89' L4 N5516'37"W 60.00, H C4 S02'0147E 27.87 6'23'28" 250.00' 27.89' CADG REGATTA III, LLC m 0 o I 12.5' I 25' I C5 S43'50'03"E 70.71 90'00'00" 50.00' 78.54 L5 S32'23'30"E 60.00' TRACT 1 z a < SCALE: TO TRAP RO D .J. 115'5' 1 UE&DE L6 N55-1637"W 60.00, DOC. NO. 2013-44256 RPRDCT & V)) 2 1"=20' TO C6 N43'50'03"W 117.61' 157'06'53" 60.00, 164.53' } Qj = DENTON IF I I I C7 N43'50'03"yy 70.71' 9D'00'00" 50.00' 78.54' L7 N47'09'52"E 20.47' DOC. N0. 2015-63292 RPRDCT a Qom, SCALE: ao LB N01'09'57"E 60,00 McKINNEY 1"=40' N to I I I CS N43'50'03"W 117.61 157'06'53" 60.00' 164.53' N � �+ O_ 80 L9 S75'12'31"W 60.00' TEMPORARY 50'x5O' ACCESS, 1oI I I C9 N88'29'21"w 12.04' O'41'24" 1000.00' 12.04' DETAIL "B" z DRAINAGE &UTILITY ESM'T x Qa I C10 S38'11'14"W 95,81' 105'57'26" 60.00' 110.96' (BY SEPARATE INSTRUMENT) vi a Y 1 18 Ir 1 W I I LOT C11 N52'50'S1"E 62.00' 76'38'12" 50.00, 66.88' BDY L1 N01ro9'57"E 20.00' POBr ; < a )n I0 I OI ( 18A C12 S52'50'51"W 31.00' 76'38'12" 25.00' 33.44' BDY L2 N88'50'03"W 50.00' X o I l I "W 556.97' 67.41'34" 500.00' S90.73 "W 20•QQ• J I ~� I� ..w 1 C13 N32'40'50 TEXAS COORDINATE SYSTEM OF m o I I I N88'50'03"W C14 N69'09'54"E 187.31' 44'00'05" 250.00' 191.99 BDY L3 S01ro9 57 1983 (NAD83 1996) NORTH w a �20g5, NEE I 50.05' (LOT) 169.20' 8'56'38" 1085.00' 169.3T " 5/s' IRF CENTRAL ZONE NO. 4202 (GRID) < J I I C15 N19'00'04"E S88 50 03 E 1353.76 (TOTAL) L 15.00' CIRS � 1097.87 N 7,144,138.81 E 2.445,030.63 p,' RFe" � 7.50' 1 4 - - - - - - - - - - N88'08'39"W 243.83' SEE a ) i 15.00' 22.55'1 1_� (�107287) FRONTIER PARKWAY"cc. 03 �C9 0 50 100 20o L, 7.00' 50'x50' ACCESS, DRAINAGE---I-�j 25.00' 0 10 O I DETAIL 100 7 5'UE �5.00'� &UTILITY ESM'T (BY 7.5'UE N88'50'03"W 1047.87' 18X - 1 ° 7.5'UE a 7.5'UE J rn 0 00 15' S ----- E N88'OS 39 W 193.82' -- to <r U.E. SEPARATE INSTRUMENT) L - - 3 \ W 25' 25' - --_- 5wME ---- -- ---- - ---- -„- ---, -,.- --1 rco 1 inch = 100 feet 5'WME , 2.5' I UE 1 , » �y� 9iOp + 0T '0 " 52.00 51.77 50.00 88'500 I� rn L05 ��\ MI 01 �A�MyT � 00I loo� 1 3 (w} N8850'03" 921.77 (TOTAL) 5, Y' ,26.,,' 11,44 S4' 839E N I LOCATION MAP o 1 w`-10 ro o �WMEoo�nl I 42.43 1 1 Uj0 ALAMOSDO I- �o ''py LOT Q n I s0n1 °i o 2 3 4 5 = = 6 = = 7 = = 8 9 10 = : 11 12 = = 13 = 14 = : 15 = = 16 ci 0D csq 0Im SEE 'DE&AIL "A" I wN 17 ` ui 18 o IFta �_ I a N.T.S. It O r 11�r 0 u �' N T 1I 1 IN88'50'03"W SSE I I ¢ � NOTES: DRIVE N d 19X 588.50'03"E Z 5 ' 1 I o 2y a 21751 0 SL o O z z 1, WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. 30.50' R W N - 20'BL _ " - - _, p9 50.05' (LOT) W I I o DETAIL „A„ U L0.00- 52.00 _" - - 52.00 51.774 50.00' 7.5'UE -'_ - - " "_ 50.00 15 I 1 v z 2. UTILITY PROVIDERS: No1ros'57"E CIRS N 3 7.5'uE L_OS ALAMO_S DRIVE 88,.77' _ _ N �s �o D.E "s9,, LOT 18A of a°Do Z �, Q B TELEPHONE SERVICE: AT&T _ _ C, w s „ o J (A) ELECTRIC & GAS SERVICE: COSERV O 2301 RIDGEVIEW DRIVE ' c,55.50 cn a N88'50'03"W 937.27' (TOTAL) J o FIRE STATION I 3 7701 SOUTH STEMMONS CTMGT REGATTA, LLC 50.00 7.5'UE tOSK. N h W I I oo c� PLANO, TEXAS 75025 TRACT 1 C IRS _ - - - - _ - - - - - - - - - - - 15 \ 2rp 2.00 ACRES NI i Ln w F- o CORINTH, TEXAS 75065 (g72) 569-3084 DOC. No 2012-122934 RPRDCT �60.DOT 52.00T " " 52_00 51.77 50.00' " " " 50.00P\(I U.E 88r ri I o > 1-800-274-4014 N88'50'03"W \6 Nas 50'0 "w0)I 20'BL .27' LI w 112.59'. wl 1 0 0 w(CURRENT DEED) D.R HORTON 00 -TEXAS, LTD. 30 50'Q-i 11 1 TY I- 2 = 3 = 4 = = 5 = = 6 7 8 = 9 = : 10 11 = 12 = 13 = 14 = 15 = = 16 -17 1 I� �19 o m y 5'uE I i Nl N a a 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUA 1 0 rn o ` N a AN EASEMENTS SHOWN ON THIS PLAT ARE INST. NO. 2017-139975 RPRDCT ' 1` I ° - 4 Z S88 50'03"E 881.77' TOTAL r q I ¢ 115. 0' 0 LO o `� y x P `) I I 0 p THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR o� I d IRS _ 'Q3"E ' _ ZcIRs U l0 1 I60.00 52.00' " 52.00' 51.7T 50.00' " ( " " o to o 0) o you I '- oI I O a a THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT. • 50.00' 60.0 I of 0 20 o o y w Z I N a o W o 50.00' 50.00' 60.00' N 1 60.00' 52.00' " " " 52.00' 51.77' 50.00' " " " " 50.00' 60.0 1 o I") " o o ' I I 1 ,cIRF� a ¢ 5, THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES EMERGENCY ACCESS EASEMENTS o w w n j I a, I I m 3 O 3 I Foo 115.•00' o z I `v 1 1 - W RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, • ' " 0 0 0 gB o O I ,n ") o I n I I 1-� --'i c0 EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND O _ �. ") o I ¢ l0 2 0 0 2� 1 < HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM S88 5 20 O E Qo r 26 0 j25 - 24 ' ' 23 • • 22 - = 21 : : 20 : 2 19 0 � 18J �' IJ 34 0 ,r; 33 = = 32 = 31 30 = ' 29 28 = = 27 = = 26 : = 25 = = 24 = 23 : = 22 = = 21 = = 20 19 0 18 I o "' N88'50'03"W O I z s o i w N w N PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. _ T o F 115.00 p .�. SS I I > o F w I o in Q-1' 0 " � I `r 7�1 w z o °r v 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR " Z z 20'BL z W 160 OON 52.00 52.00' 51.77 50.00 7.5 UE 20'BL - _ - - - - - p J q o 19X r'' I o a Q N o I » „ 50.00 6 0 I v I N01ro9 57 E - 520Q 0�0 60 OOJ [) 1 L - - - - - - - = - - - - - - - " 1 �� z a a THE EXCLUSIVE USE OF THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED **7.5 UTILITY EASEMENT ADJACENT � OPEN SPACE N88'08'39" 1 U-- z - - - - - - - - - " I a NI I o z ' a TO NORTH RIGHT-OF-WAY OF QUICKSILVER BOULEVARD TO INCLUDE LANDSCAPE IRRIGATION SERVICE LINES). SQ,00' clRs Ln n 7.5'UE 7.5 UE _ KLONDIKE LANE 7.5 uE 3 N � Zo AND 94.45 7.5'UE X z KLONDIKE LANE 3 931.77' _ - - x I- o . T " " 55' RADIUS ACCESS ESM'T - - - » - �a n w E-.-1 i DRAINAGE 74.45 ��F 7, LOTS ENDING WITH AN X ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY 0 ' o� � S88'50 03 E 1436.77 (TOTAL) 7.5'UE N H I . w n 505 00 a EASEMENT a N E HOME OWNERS ASSOCIATION (HOA). (BY SEPARATE INSTRUMENT) \ CIRS _ - N88'50'03"W • 46.00 w !� $ 0 91 7.5 UE --- -- -- -- 3 20'BL 0 $ 9 m 10� : 11 =12= =13= 0 'r �+ -- - 3 I 0 14 =150) � 16 0 -1 5 R 25' w 25' S88'50'03"E 318.00' 0 �-- Z 5 O 434.00' (TOTAL) 53.00' " " " O 10 I " 53.00' 63.00 o 0 " N08'18 2g E _ CARS 133.66 68.34' 60.00' zS M o w » » '50 03 E 752.00 (TOTAL) " 60,00, 70.00' I cO 68.03' C (� 00 Ln `O�CY°0 26 0 625 ' 24 23 22 = 21 = = 20 19 = 18 0 17^Lq n CIRS - N11'28'03"E N 27 z �420'BL „ 20'BL z 57.32' Al,o2 .5�,34' sz - - J F-I I N 0 ZV OO w z o oa; o CIRF B. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL 8E THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION O N o I (HOA). �z1 I 19X 5/8' CIRFTIONS, P Un r; 20 (PETITT) 9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDALANTINGS, AND I� OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. OPEN SPACE, - - .-� o I SANITARY SEWER C) o S88'50'03"E N + CO 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR EASEMENT & .� . 0 60.00' 50,00' DRAINAGE EASEMENT ,`d (3) OBSTRUCTING THE FLOODWAY IS PROHIBITED. N I m 3 COSERV ESM'T " ,� _ 11. THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY o INST. NO. 2018-101456 a OCCASIONED BY FLOODING OR FLOODING CONDITIONS. O) RPRDCT M o / O R W 22 23 0 T �- -L - 2 ^ (P nn) Z' } 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN 25' 25' I �0'BL 7.91'� - �- _ 3 CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE L 6 O'8 43.14 �� r� o � TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS. N14'S7 42 E clRs ?O / ° - s T 'o < O O 13. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP N0. " E r 9rs'�v �9' 3 N - 7.5'uE GLOVER LANE _ ev - 7 5 yE GLOVER LANE - , 3 N 7.5'uE \� o \ sss 50 03 Ec0 N < o S88'50'03"E 1678.80 TOTAL) _ w c� a (UNSHADED) 57.32 M M C�` � � 61GLO073' 00 280.00 280.00' n 371.77 136.30' C6 �� m 116.55 0 0 48121CO265G REVISION DATE APRIL 18 2011. ZONE X UNSHADED IS DEFINED THEREON AS "AREAS DETERMINE N19i0'55"E m- 28 � ( _ - T - - - - - - - - - - 7.5'UE - - - - - - l - 7.5'UE 7,5'UE 7.5'UE ;n 0 24 Co oI 3 Ei BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN." Q - - - IN AN IDENTIFIED 80.94' clRs N7 N d 2 73 I` �60.00 „ 20 3 O.QQ'l , �11 60 o o�BL�� S66'31'37"E 25237„ �9 320 3.44' 20'BL;� 3 z ' ;I J20•27' W r� 2 n 0 Ii _ u�i o I i� Irr 1 r- oN88-50'03"W -I 20.00 ^�^ 29 J Q; /� �h n 3 0 0 4 rn 5 6 : 7 8 9 o vi 10J N88'50'03"W 0 ' O _ 115.00 clRs cp�co .� �co 0 ® m o I 115.00 0 o I N2328'23"E �eo• ry S 29' voi „ 0 I 0 0 0 19 �l , S�( cy/n U/ 46-N ota v) 75• 77, N N88 50'03 W 435.29' (TOTAL) I of Z l0 2 0 v) 60.0 S,(r � �/ 7 z6.70' N78 2 60.00' „ » 60.00' 70.00' I o 0 0 Iva 75.7 57 W 74.61' 92.05' 60.00' 60.00' 70.00' 00 I� " o ^ " f�I �v)`o'co 10, 7,�v 15.99' 2 Zo 78.63' w w N L » ,�� O18 lit w 9 63 a`o `o. �! r- i o �`'`I_ to o uO Ln CIRS r' L oi' o`• "LO FT� 18 \`ti o"� `oo O n 14 0 ,L 13 12 0 ,Ui 11 O ( qj 3 � O 6 -.26, (T 5, Mo ^ryh 17 cti ^� NIp �'p_`ri,�, 5 00 IQw 0, o b 1`_ 25 25' I 17A�O W H6's•'3% 1�oA TOTgL) ¢p F2 h��. N� 16.9 z 60.00' 20'BL Z I 5 0 <u 2 `3%► �' � D rap S ?06 �' / , 4 14 - - - 60.00 70. 00 1 R W 1 „ z w 2` ?�' � \ \o\p3,< 16 6412 I = 4 � ` I o 7.5'UE GULCH DRIVE_ N I 0 16 I° I � o rro44 clRs ?p6 $y°0'� 1A cr - ' S88'50'03"E 231.94' C „ o Q'iLn h z 1s.�j /j G� c 7.5 UE c� I I o -61.94 70.00'- 75.00'� `� i 5 15 0 16.45' . 20 BL , LO I I 3 r 0 O �O 1 »15� I U, < �� 7 00 8 ouoi 9mLn o, " m 1 Ao \� ;� o� N-1 I;m : 14 NI:1 Z 6 I i o 6 0= „ mS88'50'03 E 215.000 (TOTAL) ' "E 70.00' 70.00 75.00 115.00' I O " 13 ` I R W �67'41'34" \�62$��6 SOoo.00'rl�� 0 10 0l o 7�5 ^ 25' 25' R=470.00 �6s •s �'E S88'50to '03"EI Uln 'O D 1.. CB=N32'4O'50"W \ern c� N69'5�" 1 M n Ln 12 rn cT CH-523.55 ` � >�' �56' �m = 11 = I M ,; IMI AUBREY INDEPENDENT SCHOOL DISTRICT L=555.29' �� I� 8 0 r 1 DOC. NO. 2019-6658 RPRDCT �. \, ,\ 4 p2 E 0 I O 1`O m ri 11 I,,)I �, N88'50'03"W 1 115.00"7-115.00' o N88'50'03" 12 : I I Q-'' I o 0 0 115.00 I 6m " I U ILL 9 15'BL10 , Jol 03 `O m I 1--1- 11� 00' - 10F_ 1 0o - 1#4-90' o a15'BL22 �ol o 1'1N88-50'03"WIO o 0 CON88-50'03" O 115.00 0 0 115.00' 0 l0 2 0 0 21 01 Ln � -) IM 3 M Ki Tt�20 I LO LO L Ln 4 „ 19 » < I 5 0= = 18 » » „ o „ 6 0: . 17 I r ' 7 a� 16 N = N 0 I:I I » 8 : 15 » (=1 9 (DM 14 ICI u) C " A IMI IV) IC! 10 Ic?13 [MI `O r) N88-50'03"W M 'N88-50'03"Wifl 1 115.00 0 0 115.00 Ol 10L 11 O co 015BL12 Jot co �63.39T 53.39 - - - - - - - 53.39 57.58 41.76T Qom �R S8850'03" E 31 o l (� 3 - 20'BL 3 39.27' 3 108.56' : N 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITH o0 0 "FIRM" FLOODPLAIN AREA AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING uni 00 1 i o w I i �D 25 N w ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT, THAT NO 1 0 U-i 2 = 3 = = 4 = 5 = : 6 = 7 8 o ui �9 r oo � �', S88'50'03"E �7S � -0 `,� m FLOODING NALL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL I m 1 • m r115.49 m K o 5/E8r�)F a< OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE w n o o o o CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE �o l S88 50 03"E 508.89 TOTAL v) 21.27 cn o rn� 26 - O a w a ,n o 1 63.39 53.39' " ) 53.39' 57.58' 67.58' v '7 I rN W RF E ?� -1 a_ 100-YEAR FLOOD ELEVATION. o N 114.65 N 1 63.39w 53.39' „ 53.39' 57.58w 9 418' w N84•46'28' E `M"� -+ o N � 15. ALL PERIMETER PROPERTY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT-RPLS 4087" FOUND OR i� m d 16'SSE SET UNLESS NOTED OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT w 1 i 0 O !n 0 n I :M d' 1, 27 <`+ `) N C4 o w N CORNER A 5/8-INCH IRON ROD MAY BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 1 , 18 0 � 17 = 16 15 14 � 13 = 12 � ' 11 0 ,� 10 ;1I r � I Di 84'46'28"E � � � w � � � r rn r O z < 0 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE NORTH RIGHT-OF-WAY LINE OF QUICKSILVER AI I o z O N 119.21 Nrnl N -- oaN z 20'BL 11 iv I BOULEVARD ACCORDING TO FINAL PLAT OF SILVERADO PHASE 1A AND 1B, RECORDED IN DOCUMENT N0. 2018-24 , L3.39- 53.39' - - - - - - 53.39' S7_58_ 80.02 N co 28 1.0 r., 5/8" CIR X o PLAT RECORDS OF DENTON COUNTY, TEXAS (S88'50'03"E). I F r F N D E-1 S88-50'03"E r EnTr) a z N- GAGE DRIVE 7.5 UE 3 N 119.70 X Z n 291.77' S88'50'03"E�571.77' (TOTAL) 280.00' � n o F� 29 O N �7.5 UE 7.5 UE ,ui,,* C N 01 0I i5 0 in ro Flo uT h M O 0 z 5' ROW 25' 125' "F. -101 Ij� 1 15'B o 0 0 0 12 0 l0 N88'50'03"W m 0l N88'50'03"W 0 120.83' a0 0 120.88 0 102 0 F o 0 0 11 0l „ In » uoi 011�1 3 0 1004 M » IQ 4 9 GIs l I l0 5 0 0 0 g ool ' N88'50'03"W o- N88-50'03"W 0 120.88' 0 0 120.88 1 0 0 10 6 15'BLm 0 �_ 7j0dl OJ ILO-D 88 - &88 5' R r 25' 25' W o ,p o z� t, 3 O N O Fi"j�i (n w Ln I� 10 1I 1 15,6 O o 1112 �01 S88'50'03"E N88'50'03"W 'I 0 115,00 �0 115.00 0 I0 2 0 0ILO 0 0 11 01 - 3 0= =0 10 kjl I N l0 4 3 = 9 mI:1 to 10 5 v0)o C0 8 0l 'n S88'5O'03"E 'n N88'50'03" '' F 115.00 0 0 0 115.00 ,C-4 1 O l0 615'BL 0 11560-- O 0�.5'UE7 M'�/ L D96= r119.05 o w 30 :t zl 0 3 IN �I V) o ldl ILO„ 118.45 I`ho O o cy 31 I o z w N » o V W 117.85 3� 1� z��a< rn 32 I o n rn w Qllri zW )i o N Uj w oNc� I =117.25 N I 1 33 z } „ I Xw io 116.64 o0 o o j coy Z 34olu) I� S88'50'03"E 25' 25' 5 N r- l'0 M 116 M ,04' 35 ROW Li 88'50'03"E� z (-), U_ 106.40 , _ , J . _ Q I 1� 8413'42"Ew I = I w - - _ - 3 N _ _ 291.77' -' Ut FATHOM STREET / oal I zo > Z 13 a FATHOM STREE 7 UE N 7.5'UE 114.72' N N 280.00' - - - G / . v, n > N orn _ n 280.00' 7.5'UE m a N N88'50'03"W 11081.77' (TOTAL) 7.5'UE 230 00'- /� G~ o 36 NI D w a I,dI O 2 r'O) O rrOI T--r----- -- -- - -- - -- ---- » » » -, S1S7 M ~ O Ic0 �+ or o ®14 ICI 1 F1i0.00 55.00 " " " 55.00' 65.00� F F r76.77 50_00 50.00 O.js, �p� ��, r1 20 F rn w , »z O O w o w 3 »- 20'BL 3 a 0a w " 20'BL 3 A 3 rn I << 3 ei3 S88'50 03 E m „ m v o aUj : w o ^ 11.83' X X o r: S88'50 03 E 4 ui ,ten o u^i o ,=n um, r i� r r- 0 In o iy 00 37 9 F m w Inn m 110.00' 115.00' ') n o c 1 < 'O1 tV 0 N Fo 0-0 0 01 -" J _ 0 ui 2 = 3 4 5 ' 6 = 7 = 8 0 o �� arm 0 46 = = 45 44 = = 43 = : 42 = 41 = 40 = ' 39 0 ,� 38 rcDi o 646'30'39"W a W M o n N o 1 u; 0 15 0 0l °° I moo o o 01n E^ 49.79 d a cn n z 15'BL o ui � n n I U U 21 X ui ui - cn O voi o WME 0 < do >x 5/8" CIRF < coy z Z 30' 30' I 110.00' 115.00 I 25' 25 I 60.00' 55.00' " " " " 55.00' 65.00' I 25' 25' I 76.77' 50.00' „ » „ » 50.00' 58.80 .115,'L - ��. (PE v (-, 5/8" CIRF (PETITT) - - - - - - - - - - - -� - y\� - - -� I N88' PHASE LINE 1A & 16 ' " 88•rjQ Q�IJy 22 0 5/8" CIRF (PErTT) N88'S0'03"W \7.5'UE (SEE 5/8" CIRF (PETITT) 5/B" CIRF (PETITT) N88•5Q'Q3"W Ei`74.9�' 5/8" CIRF N88 50 03 W 1 5' 20X 7.5UE (SEE 15> (PETITT) 1 5/8" CIRF20,0 QUICKSILVER BOULEVARD 5/8' CIR 7.5'DE (SEE 22X DY L1 15' ' NOTE 6**) DY L1 NOTE 6**) icPEnTT, CALLED 80' WIDE RIGHT-OF-WAY DOC. NO. 2018-241 PRDCT)- - - 60.00 LETITT) NOTE 6**L 15' _ - 510.00 _ - _ - - - - - SILVERADO PHASE 1A & 16 5/e^ aRF INOlro9'S7"E 90.00' 5/13' CIRF (PEI I DY L2 QUICKSILV R BOULEVARDI BDY L2 5/8" CIRF S46'30'39"W I I DOC. NO. 2018-241 PRDCT (PEr.TT) PHASE LINE 1A & 1B DY L3 CALLED 80' WIDE RIGHT-OF-WAY DOC. NO. 2018-241 PRDCT BDY L3 - (PETITT) - PHASE LINE 1A & 1B 42.68 1 16 3 75UE 52.05T _ » 52_00 51.77 50.00' - 201-1 'BL I 1 0 L6 2 • = 3 4 5 6 : = 7 = 8 = 9 : - 10 = 11 = 12 13 = = 14 15 = �0 16 0 I 0 17 1 o) (1)ICI 1 60.00' 52.00' " " 52.00' S88 51.77' 0'03"E 50.00' 881.77' (TOTAL » Y 50.00' 60.Op' 1 1160.00' 52.00' " " » 52.00' 51.77' 50.00' >� " •' '• 50.00' 60.0 1 qq O n 0 r n !n o0 21=20=190�181 1 340�;33= 32==31'=30==29==28==27==26==25==24==23==22 1 I�- 20'BL -- -- �� Z 0 LO.00Z 52_00 -- _ » - - 5r0' 51.77 50.00 5 UE - - - - - - - - - 50_00 6 00 wr V W 00 F� o FVI-) ZOO Q3001= L ¢`f 0 0 Q W N < InaOX Z)0zU �I.� 0- N 3?�S 39"W I-_ LOT w LOT JA0,'DEWALK & o SIB ESMT. YP.) 101 STREET 10' O 10'xio' SIDEWALK & VISIBILITY ESMT. LOT (TYP.) LOT NO SCALE 10'x10' SIDEWALK & VISIBILITY ESMT. AT STREET INTERSECTION (TYPICAL EXCEPT AS SHOWN OTHERWISE) X LOT INFORMATION LOTS 18X, 21X-22X ARE FOR LANDSCAPE BUFFER PURPOSES AND CONTAIN A UTILITY EASEMENT ALONG THE R.O.W. AS SHOWN ON THE PLAT. LOT 19X IS FOR OPEN SPACE AND DRAINAGE PURPOSES. LOT 20X IS FOR OPEN SPACE, SANITARY SEWER EASEMENT, LANDSCAPE BUFFER PURPOSES AND DRAINAGE EASMENT SPACE RESIDENTIAL LOT INFORMATION SF-5 199 LOTS SF-6 = 72 LOTS --- 2{riF---------27X-- ---2$ $X------z9)E---- ---- ------31-X- -CFO -----4�X-------------------4+X-PH�sE-L+NE-2----- jN I 1 I _PHASE LINE 1C I I I I I I LOTS RANGE IN SIZE FROM 1 1 } a N 5,445 SO FT TO 17,560 SO FT r. w t W I I I I I 1 22 I I 25 I - I 102 �' } a N x d l 1 o I`...J �O J W0 ON 22 I I 1 34 I I I 1 30 I 1 1 30 I I (I I I I' a: I I o ") > X 11 I a I 1 1 S LVERAD PHASE2 w z w a=) o g z I< I} 3 I'�gyI�IqI I O�I III N1 IIII �©maa �I lWII Iv 0V=oII II 24I Ij o LI _DOCIN020 8-480I PRDCT I ao 3z� zz a F �Y I I 2 21 4- �Q � N w a U z Ia233 1 12 29 1 1 2 29 R._ 21 x <IImX JwZ O a�UZ23 m w _j - w < Mm w O zw 3O 20 Oa = 1) 32 28 p 3 23 w � <wo pliI_ 20 SILVERADO PHASE 1C .>"1 I I a 65 I I 1 1 44 100 TEX AS, LTD.C) < DOC. NO. 201 -479 PRDCT OWNER: D.R. .O 4306 MILLER ROAD n Tx 75oa6L 0 4 19 .. 31 4 1-1 4 27 I 0 4 27 L 4 21 1 99 PH-(214)607-4244 g a 2 43 RPIS OF RECORD: ¢MARK WHITKANACK REGISTERED PROFESSIONAL I 30 18 I I I I I LAND SURVEYOR NO. 6134 5 I 5 026 I I I I 5 026 1 1 ' I 1 LS LANDSCAPE EASEMENT UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT WILE 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 POB POINT OF BEGINNING 57.5'R 57.5-FOOT RADIUS RP RADIUS POINT HOA HOME OWNERS ASSOCIATION RPRDCT ORDTEXAS REAL PROPDENTON COUNTY,ERTY PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS �A DESIGNATES SUBDIVISION BLOCK DENOTES STREET NAME CHANGE FINAL PLAT SILVERADO PHASE 3 62.605 ACRES 271 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 DENTON COUNTY, TEXAS PETITT & ASSOCIATES ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION TBPE FIRM REGISTRATION NO. 1488 TBPLS FIRM REGISTRATION NO. 101068 1651 N. Glenville Dr. Ste. 212 Tel. No. (214 ) 221-9955 Richardson, Texas 75081 Fax No. (214) 340-3550 DATE: DECEMBER 2019 SCALE: N/A JOB NO. 12019-03 Filed for Record in the Official Records Of: Denton County On: 1/15/2020 2:18:24 PM In the PLAT Records SILVERADO PHASE 3 Doc Number: 2020-14 Number of Pages: 2 Amount: 100.00 Ord a 0: By: MB SHEET 1 OF OWNER'S DEDICATION OWNER'S CERTIFICATION 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, said tract of land being a portion of a called 345.993 acre tract of land described in deed to D.R. Horton - Texas, Ltd. recorded in Instrument No. 2017-139975, Real Property Records, Denton County, Texas, (RPRDCT) and being a portion of that certain tract of land described as Tract 1 in deed to CTMGT Regatta II, LLC, recorded in Document No. 2012-122934, RPRDCT, said tract being more particularly described as follows: BEGINNING at a 5/8-inch iron rod found on the west right-of-way line of Farm to Market Road Number 2931 (variable width right-of-way), said iron rod also being the northeast corner of Lot 1, of Marriot Estates, an addition to Denton County according to Final Plat recorded in Cabinet V, Page 91, of the Plat Records of Denton County, Texas (PRDCT), (said Marriot Estates Final Plat vacated according to Vacation of Final Plat recorded in Instrument No. 2019-94603, RPRDCT), said iron rod also being the southeast corner of that certain tract of land described as Tract 1 in deeds to CADG Regatta III, LLC, recorded in Document Number 2013-44256, RPRDCT, and Document Number 2015-63292, RPRDCT; THENCE South 01'51'21" West, with said west right-of-way line, a distance of 589.88 feet to a 5/8-inch iron rod with cap marked 'PETITT RPLS 4087" found for corner; THENCE with the west right-of-way line of Farm to Market Road Number 2931, the following courses to 5/8-inch iron rods with caps marked 'PETITT RPLS 4087" found for corner; South 13'10'41" West, a distance of 101.55 feet; South 01'51'21" West, a distance of 200.10 feet; South 09'24'35" East, a distance of 102.06 feet', And South 01'51'21" West, a distance of 545.71 feet, said iron rod being located at the easternmost northeast corner of Quicksilver Boulevard (variable width right-of-way at this point), according to the Final Plat of Silverado Phase 1A and 1B, an addition to Denton County, Texas, recorded in Document Number 2018-241, PRDCT; THENCE with the north right-of-way line of said Quicksilver Boulevard, the following courses to 5/8-inch iron rods with cap marked 'PETITT RPLS 4087" found for corner: North 88'08'39" West, a distance of 20.00 feet; South 46'30'39" West, a distance of 42.68 feet; North 88'50'03" West, a distance of 674.91 feet; North 01'09'57" East, a distance of 20.00 feet; North 88'50'03" West, a distance of 50.00 feet; South 01'09'57" West, a distance of 20.00 feet; North 88'50'03" West, a distance of 510.00 feet; North 01'09'57" East, a distance of 20.00 feet; North 88'50'03" West, a distance of 50.00 feet; South 01'09'57" West, a distance of 20.00 feet; North 88'50'03" West, a distance of 225.00 feet; North 01'09'57" East, a distance of 20.00 feet; And North 88'50'03" West, a distance of 60.00 feet; THENCE North 01'09'57" East, leaving said north right-of-way line, and over and across said D.R. Horton - Texas, Ltd. tract, a distance of 73.27 feet to a 5/8-inch iron rod with cap marked "PETITT RPLS 4087" set for corner at the beginning of a tangent curve to the left; THENCE continuing over and across said D.R. Horton - Texas, Ltd. tract, the following courses to 5/8-inch iron rods with cap marked 'PETITT RPLS 4087" set for corner: Northwesterly with said curve which has a central angle of 67'41'34", a radius of 470.00 feet, a chord that bears North 32'40'50" West, a chord distance of 523.55 feet, and an arc length of 555.29 feet to the end of said curve; North 66'31'37" West, a distance of 296.26 feet; North 23'28'23" East, a distance of 60.00 feet; South 66'31'37" East, a distance of 20.00 feet; North 19*10'55" East, a distance of 80.94 feet; North 14'57'42" East, a distance of 57.32 feet; North 11'28'03" East, a distance of 57.32 feet; North 08'18'29" East, a distance of 68.03 feet; South 88'50'03" East, a distance of 318.00 feet; North 01'09'57" East, a distance of 115.00 feet; North 88'50'03" West, a distance of 46.00 feet; North 01'09'57" East, a distance of 50.00 feet; South 88'50'03" East, a distance of 20.00 feet; North 01'09'57" East, a distance of 115.00 feet; South 88'50'03" East, a distance of 460.00 feet; North 01'09'57" East, a distance of 115.00 feet; North 88'50'03" West, a distance of 30.50 feet; North 01'09'57" East, a distance of 50.00 feet; South 88'50'03" East, a distance of 30.50 feet; And North 01'09'57" East, a distance of 175.00 feet, said iron rod being located on the common north line of said D.R. Horton - Texas, Ltd. tract, and the south line of said CADG Regatta III, LLC tract; THENCE South 88'50'03" East, with said common line, a distance of 1,353.76 feet to the POINT OF BEGINNING of herein described tract, and containing an area of 62.605 acres of land. 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 SILVERADO PHASE 3, 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 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 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 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 _30_"'bAY OF � InI __-, 201q. D.R. HORTON - TEXAS, LTD. BY: U �---------- DAVID BOOTH LAND ACQUISITION DEVELOPMENT MANAGER SA0359A - G019 S029 W41 52490-A0036A J. BRIDGES TR 20 44.265AC-PART STATE OF TEXAS § 52229- A0036A J. BRIDGES TR 21 18.34AC-PART 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 o_-Q- DAY OFDt-u 201gL. NOTARY PUBLIC IN AND FOR (THE/STATE OF TEXAS. MY COMMISSION EXPIRES: _" j I -I _- SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: S KARENWILLIAMS Notary 10 #125155758 My Commission Expires February 7, 2021 THAT I, JAMES MARK WHITKANACK, 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 _��= % __ DAY OF 2015 MARK WHITKANACK :RED PROFESSIONAL LAND SURVEYOR NO. 6134 STATE OF TEXAS § TF+"'ANN / '� ••''GISTFR '•'9 JAMES MARK WHITKANACK `•, 6134 ; '''c'SS1Q��'•• COUNTY OF DALLAS BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR TH STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED JAMES MARK WHITKANACK, 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. GIVEp UNDER MY HAND AND SEAL OF OFFICE, THIS =L__ DAY OF WlDL!______ 20±%. �y�11111iittlr A 9 _ 4 \11Yllpllli JOY NOEL PREWITT ° A C�......... .� A, .•• '•. i �nNotary Public, State of Texas •., NOTA Y P LIC IN AND FOR THE STATE OF TEXAS. =ate; Q Comm. Expires 05-02-2022 C) OFFICIAL i ��rr '9lli�i� Notary ID 129785384 * S MY C MMISSION EXPIRES: _ice=-2��_ = � SEAS :Q. rtdiJ[111ti���` OWNER: D.R. HORTON - TEXAS, LTD. 4306 MILLER ROAD ROWLETT, TX 75088 PH-(214)607-4244 RPLS OF RECORD: MARK WHITKANACK REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6134 DISTRICT APPROVAL THE LAKES FRESH WATER SUPPLY DISTRICT: t 1 2 -U CHAIRPERS04 DATE APPROVED AND ACCEPTED: J ET ME M OR�- VY OF AUBREYVTEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF AUBREY, TEXAS HEREBY CERTIFIES THAT THE FOREGOING FINAL PLAT OF SILVERADO PHASE 3, AN ADDITION TO DENTON COUNTY, TEXAS, IS HEREBY APPROVED BY THE CITY OF AUBREY THIS OA-A DAY OF sI$2 � 201V- AND THE CITY OF AUBREY DOES HEREBY ACC PT 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 vpp,4)-IAY OF20 JENNY HUC ABEE, CITY SECRETARY CITY OF AUBREY, TEXAS FINAL PLAT SILVERADO PHASE 3 62.605 ACRES 271 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 DENTON COUNTY, TEXAS PF.TITT & ASSOCIATES ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION TBPE FIRM REGISTRATION NO, 1488 TBPLS FIRM REGISTRATION NO. 101068 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Richardson, Texas 75081 Fax No. (214) 340-3550 DATE: DECEMBER 2019 SCALE: N/A JOB NO. 12019-03 Filed for Record in the Official Records Of: Denton County On: 1/15/2020 2:18:24 PM In the PLAT Records SILVERADO PHASE 3 Doc Number: 2020-14 Number of Pages: 2 Amount: 100.00 Order#: By: MB Cn 3 v M O rn 0 N r E Li 0 > 00 � N �o M I 0 rn0) 00 N N N rn O N U .91:Il�it�l111111111►ZG]Ii A FRONTIER PARKWAY 1 8X 7.5'UE 7.5'UE 5 WME O I I 2.5' I 25• I 0 115'UE 1 UE&DE SCALE: Ir j I I ' to I p i I 1"=40LOT J 1 I 18 18A Io�OI i o I I N88'50'03"W o I i I g• yE 50.05' (LOT; 7'50, 1 2-82 1 15.00' 22., 7.00' 7 S -' '.E. Lo ALAMOS DRIVEN o LOT N v 19X DETAIL "A" CURVE TABLE CURVE CHORD DIRECTION CHORD DELTA RADIUS LENGTH Cl N46'09'57"E 117,61' 157'06'53" 60.00' 164.53' C2 S46'09'57"W 70.71' 90'00'00" 50,00, 78.54' C3 S02'01'47"E 27,87' 6'23'28" 250.00' 2T89' C4 S02'01'47"E 27.87' 6'23'28" 250.00' 27.89' C5 S43'50'03"E 70.71' 90'00'00" 50.00' 78.54' C6 N43'50'03"W 117.61' 157'06'53" 60.00' 164.53' C7 N43'50'03"W 70.71' 90'00'00" 50.00' 78.54' C8 N43'50'03"W 117.61' 157'06'53" 60.00' 164.53' C9 N88'29'21"W 12.04' 0'41'24" 1000.00' 12.04' C10 S38'11'14"W 95.81' 105'57'26" 60.00' 110.96' C11 N52'50'51"E 62.00' 76'38'12" 50,00' 66.88' C12 S52-50'51 "W 31.00' 76'38'12" 25.00' 33.44' C13 N32'40'50"W 556.97' 67'41'34" 500.00' 590.73' C14 N69'09'54"E 187.31' 44'00'05" 250.00' 191.99' C15 1 N19-00'04"E 169.20' 8'56'38" 1085.00' 169.37' LINE TABLE LINE BEARING LENGTH L1 N34-43'23"E 60.00' L2 S57'36'30"W 60.00' L3 S32'23'30"E 60.00' L4 N55'16'37"W 60.00' L5 S32'23'30"E 60.00, L6 N55-16'37"W 60.00' L7 N47-09'52"E 20.47' L8 N01-0957"E 60.00' L9 S75-12'31"W 60,00' BDY L1 N01"09'57"E 20.00' BDY L2 N88W03"W 50.00' BDY L3 S01'09'57"W 20.00' 5/8- CIRF (PETITT) 50'x5O' ACCESS, DRAINAGE-- --I-=-� 2: & UTILITY ESM'T (BY W SEPARATE INSTRUMENT) p' 25' 25' WATER LINE ESM'T INST. NO. 2020-7361 RPRDCT Q n 103 0q N S88'S0'03"E Z" 5 . w �•505/8' CIRF (PE-nM N01'09'570E N CTMGT REGATTA. LLC 50.00' TRACT 1 5/8" CIF DOC. No 2012-122934 RPRDCT (PnTT) (CURRENT DEED) N88'50103"W f 30.50 � O D.R HORTON - TEXAS, LTD. w INST. NO. 2017-139975 RPRDCT04 �j FA in 5/8" CIRF z .•- V �+eQ (PETTT) S88 'S0'03"E 460.00' 5/8" CIRF �O^ W I O - 50.00' W - (PETTY) „ 50.00' 60.o W in w w O Co N S88'50'03'E P �i g g o O I o 260 �;25= =24= =232 =22= = 21 = =20= =190 18J �+ Z � z 20»eL �, N01'09'5TE � 5/8-GRF (PETITT) s�oQ " � " - ,• z W I 50.00 r (PETTT) F KLONDIKE LANE N 7.5'UE o FIRE STATION o c> J UE " I 1 a0 c� 7701 SOUTH STEMMONS 2301 RIDGEVIEW DRIVE N88-50'03"W 270 2.00 ACRES N I U') w Fz- wo CORINTH, TEXAS 75065 PLANO, TEXAS 75025 112.59' I 1-800-274-4014 (972) 569-3084 w l j o 3 al w= o 19 0 0 5'UE = 1 1 N w w 0 Ion <r of 0 c:I I C4 EE 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. Co o I r *� ¢ ¢ w 115.00' w ' I N �1 I 'O xo 4. THE MAINTENANCE of PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS PLAT ARE I0 20 I W ZI ' N Coo 0- 0 I o THE RESPONSIBILITY OF THE LAKES FRESH WATER SUPPLY DISTRICT. N ILOrn I N (i !CIRF q a 5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS. J Ip 115.00' qq o I 1 E w RECREATION AREAS AND OPEN SPACES' AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, l0 S,E d z I a 2 I I F o EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND o =\- `� 1 z `�6', i V) o _ HOLD HARMLESS THE CITY OF AUBREY FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM N88'50'03"W Q I 5p ocs`. SSE I 1 w o �" J N PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. cola I 115.00' 19X �,A�z r'zU �UGIDF- 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR 55 RADIUS ACCESS ESM T o I OPEN SPACE N88 08'39"I o z a u~i a 0 THE EXCLUSIVE USE OF THE FRANCHISE DRY UTIU71ES UNLESS OTHERWISE NOTED (**7.5' UTILITY EASEMENT ADJACENT (BY SEPARATE INSTRUMENT) ,n 5/8" CIRF - �, - - - _ _ 931.77' KLONDIKE LANE - 7.5 uE 3 N x I AND \ 94.45' r� I -­7.5'UE 2 0 TO NORTH RIGHT-OF-WAY OF QUICKSILVER BOULEVARD TO INCLUDE LANDSCAPE IRRIGATION SERVICE LINES). 5/8" CIRF (PETTY 7.5 UE 505.00' N S88'50'03"E 1436.77' (TOTAL) _ -- o - rn - - (PETTY) - - - _ _ _ _ _ _ _ 7 5'UE w I� DRAINAGE -3 x z 20'BL 53.0 3 3. N88'S0'o3"w Cog o 0 1 5 ' ' P'r 9 ��10= = 11 = =12= =1 = _ : _ o R W 46.00 p r 3 14 15 0 i5 16 0 25' 25' O 5/8" CIRF , w s 5/8Z" CIR 434.00' (TOTAL) CC 0 � (PETITT) S88�0 03 E 31$.00 PET 53.00' •• •• » » 53.00' 63.00 0 N08'18'29'E 133.66' z68.34- 60.00' „ o . o o ^ 5 '50'03"E 752.00' (TOTAL) 60.00' 70.00' I Co 68.03 00 I w �P/Esnm F CC co 26 0 0 25 ; ; 24 = = 23 = = 22 : = 21 = = 20 = = 19 = 18 0 N N11'28 03. E 27 4.34' z 20'BL N -- - o57.32 20'BL z56760_00- a5ECIF oQo�Q_ N14'5T42"E r T'0 5732' - J -7.5'UE GLOVER LANE 160.00' (_ 52.00T - " - - 52_00' 51.77 50.00' - - - - - - - - - N0.00 5 60_D I 20'BL wo l ,Q 2 3 : 4 5 6 = = 7 = 8 = 9 = 10 = = 11 = 12 = = 13 = = 14 = = 15 = 16 0 �; 17 oCn I 0 52.00 52.00' S88 51-77' 50'03"E 50.00' 881.77 (TOTAL (on10.00 .00' J 52.0 52.0 S7 -7 . „ 50.00' 50.00' 1Ii 60.0 q110'0 60.0m O 1wm� 1 34 0 33 = 32 = = 31 = = 30- = 29 = = 28 = = 27 = = 26 = = 25 = = 24- = 23 = = 22 = = 21 = = 20 = = 19 0 �; 18 II O I- z T L60`00J; - _ 52.00' 51.77 50.00 20'BL z _,1 52_00 = - - _ - - - - - 50_00 60.0OJ i I ° EASEMENT 74.45 ``' 7. LOTS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF X' LOTS SHALL BE THE RESPONSIBILITY OF a, ,�� 1 N o a ' ai THE HOME OWNERS ASSOCIATION (HOA). O a � w N d O � rn 0 CIRF O Z 8, MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION w I V I ,0n 20X z (HOA). 1�' I I OPEN SPACE, SANITARY SEWER s/a' GR (PETTT) 9, ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS, AND r: EASEMENT & - - - OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY. o o I S88'50'03"E DRAINAGE EASEMENT d - 3 • v-0 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR 000 60.00 50.00' ( . X �, M) Cb OBSTRUCTING THE FLOODWAY IS PROHIBITED. l m m N 3 COSERV ESM'T '> o C) COSERV ^ ^ N W ^INST. N0. ACCESS `� " O O J "' C�Z 11. THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY 5b' b 22 TLo'BL o 2018-101456 Go' 23 0 RPRDCT ESM'T (SEE DETAIL "C") a - - �L _ - = �' M .� ^ (�5/8" CIRF (PETITT ) O z r OCCASIONED BY FLOODING OR FLOODING CONDITIONS. 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN R 25' W 25' L 60.00 7 91 _ _ P, 43.14 �6 - 2o'UE 1 0 z O 3 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. ' " ,o ? �� n - - _ - - S8$ 50 03 E 1678.80 (TOTAL) 7.5 UE GLOVER LANE 7.5'UE 7.5'UE p S88'S0'03"E o N19a10 55 E 5/8" GR �• o I C12 N 610.73' - 280.00' --i - - `v \(� 6 N a O 13. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. w 28 7.5-UE o 28D.00 ,n - - � 80.94, PETITT) «> �Q I0 7.5'UE 371.7T C w 116.55 - U N " ----- _ __ __ to 136.30' S o - _ 56631'37"E N'2 2 3j•.w �% V9 33.44�20BL ��-0 3 3 - - 20Q B 70 �� LO L-k o a- 0 7 \ 48121CO265G, REVISION DALE APRIL 18, 2011. ZONE X (UNSHADED) IS DEFINED THEREON AS AREAS DETERMINED TO _ _ 7.5'UE g _ �I 11-5AO'- 015BLO� l 20.00' 2p•2�' �� 2 LO o '�' 1 0 20 0I N23'28'23"E ^� ) 29 0 �00 � �'�' /b ` ���� s. 3. 0 4 0 5 6 = 8 9 0 1 °m0 8'50'03"W o N8815o00 " o ~\,,\ DUAK) 0 see N ,�`7 �� ( 6 g6'f,V��p (° +n' 75 29 (n n o - I o l,, 115.00 0 0 19 01 1 ^� 6/ "„� /� / 77 77 ~ N8 50'03"W 435.29' (TOTAL) •-I oI o 0I 0 0 to �pEB c,RF /N¢i 6.10: ` N7822S7 60.00' " 60.00' 70.00' 1 o z 1p 2 0 u, „ ,n ^� 7gsn�7 N ?SU �i��%Q Z`� V 75-7T 74.61' 92.05' 78.63' 60.00' 60.00' 70.D0'U 000 o w i� s 49' ss i • F (� 1 n(O n 4/ 15.99 z �( CV r O ^I N o =1 , w I " S 1$ �DfA��RF 1i k ��l i 7 3ES' 0 18 ryn o� / a � �0 4Q LO o ,^n o � l00 0o u) „ `�I - ['eQ� 2gs ?s o "�' o°' o. ° 14 p o 13 = 12 m 0 l l n r` 3 r- �� ^/�.e '•0 L� �26' TO (/tr=� b 17 ��L \� ''� 'ao �,15 (n_ Q OI(ol (° 17 I I . �T T o a 25' 25- _ IzT4ti �w�2`616 �8< `��� ^hh N / • 20'BL z 414 4 60.00 60 0 70.00J R50 W I ~ J`"�� ? \off 16 6Q12 a » Z o lir147 • oe� 7.5'uE GULCH DRIVE I ` I 4 = I Nw� s �? Z•/9i �(r _ 16 0 (°fn/T�RF �s �S• �0\j G� g 7.5'UE S88'50'03"E 231.94' w 1 ~ o I I o �+ \ _ » n _ 1 6 ` 61_94 7O'00'- 75.00 = 0 - %16.45' ^ 20'BL 5 0- 0 15 = I a �h „ 7 8 -•. �' o -- I J In � m W 6 rn Q C l�i 1= I o 6 0== 14 NI. I A z S88'S0'Q3 215.QO (TOTAL)) N o 70.00 70.00 75.00 I » \ �O 100.00' iv 115.00' I 13 I: 1 50' 6-67*41'r �\ 2 �� 6 0 o . R W R=470.01Y rn$�� 50 � 10 I(o 'x10 Id 7O o I 25 25' CB=N32"40'W \(s Cs 421 E S 8'50'03' I aJ o ^�I o I I r, 5 ( ,� �I LO CH-523.55' 12 AUBREY INDEPENDENT SCHOOL DISTRICT L=555.29' ` �� ` ` r--000 = 11 = I Id 8 0 " rr 1 INST. NO. 2019-6658 RPRDCT `o' �6, 4 I Q I`N° O 11 Ic°� N88'S0'03"W f; ,' 6 04 115.00 N88-50'03" R VJ 129 g8 0� = 12 =, �1 Io 0 0 115.00 00 I W o 0 0 0l CP'p ON p 9 O p 1 , pl �00 InL w 5 8L1 ° �p t m 1 w 1 1 �,aa13'42" w 13 _. o ,-,....��.... F- 1150- 0 wI o r, o015BL22 �01 I�� 1 0 p p N88'50'03"W" 0 o N88-50'03" of 0 115.00 0 0 115.00' o 1(0nl 2 21 0 u0i Iol 3 O20 it 0 I 4 11. 9 i 5 18 I 0' I 0 6 17 I 0= J m =l0 7 0° J 16 C"! „ 1 „ 0 V 1:I 1= 8 15 IM O 14 M ICI " (n ,M LO I rijl nl I 10 13 I " N88-50'03"W"' 'nN88'50'03"W `(' Fo 115.00 o b 115.00 0 0 Ipl °° 0l 0 0 I 915'BLO �� L -115 B0 _ N .5 UE ;n 24 od 1" [­ Ir BE OUTSIDE THE 0.27C ANNUAL CHANCE FLOODPLAIN." 3.39 1- 53-39 =- - - - - -•- 53.39 57.58 41.76T 1'o n S88'50'03"E"' `� o s3 = 3 f WITHIN AN IDENTIFIED L 3 20 BL 39.27' 3 �� co 108.56' - 0 N 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED i� o ;� C° 25 cv 'FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING 1 �p IJ 2 = e 3 : 4 5 = 6 7 = _ �p5 8 9 rl �;° - ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL RESULT THAT NO , - m o - - o I S88'50'03"E n o J - o ad F FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT, AND SUBJECT TO ALL a N m o m115.49' m N 5/8' CIRF ¢ o OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO THE REQUEST. WHERE n 0 (n i �3.39' 53.39' S88 50'03"E 508-89' (TOTAL) cn 21.27' (n (PETIT) C) tr o ° 26 ¢ -j a CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 0 53. 39' 57.58 cD. n CIRF 67. 58' v r &.4 v 100-YEAR FLOOD ELEVATION. { g3.39' S3.39' 53.39' S7.58� ro N 67.-5 N 28 E W *M '�' z "PETITT-RPLS 4087" FOUND, { I n O N84146 g_41 _ _ - Cd N n 15. ALL PERIMETER PROPERTY CORNERS ARE 5/8-INCH IRON RODS WITH CAPS MARKED j I ,n 0 9 o m { M M 1s'SSE c� o ,� -� tV 1�I 27 Z) w N UNLESS NOTED OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT 5/8-INCH IRON ROD MAY BE FOUND FIVE FEET (5) FROM THE REAR LOT CORNER ALONG THE SIDE LOT �n i 18 o 17 = = 16 = = 15 = = 14 = = 13 = 12 = = 11 0 0 10 { "' ui " `'f Q O G4 E F o I CORNER, A °-° I I z z _� { rn NEI -46'28 CQs �' o 119.21' i� 'rp z a LINE. 0 o- CC J Q 63.39 L- -3' 53.39' 5 20'BL _ 53�39' 57`58 N N 11.13' i w o C ! 90.02 Co 28 5/8' CIR _ 0 o 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE NORTH RIGHT-OF-WAY LINE OF QUICKSILVER ACCORDING TO FINAL PLAT OF SILVERADO PHASE 1A AND 1B, RECORDED IN DOCUMENT NO. 2018-241. » - - - - _ 'n I z BOULEVARD u, (PEWIT) U S8850'03"E a PLAT RECORDS of DENTON COUNTY, TEXAS (S88'50'03"E). LEGEND N GAGE DRIVE 7 5'UE 7.5'UE 291,77 S88'S0'03"E�571.77' (TOTAL) 280.00' i�u o IMF 11�.�70 9 N z _1 .11 - , y. 50' R0 25' 125' 0 Ip 1 15 BL 0 p pi �00 p p p 12 Ito N88'50'03"W w cD N88'50'03"W'01 0 120A8 ; o o 120,88 0 Io 2 F¢-- o 0 11 pl 00 p Ln „ 01LO I 3 = 10 „ N " `lo 4 ) ' O 9 o�= 10 5 � 0 0 8 oI ,n N88'50'03"W 'n (n N88'50'03"Wp 120.88 0 0 0 120.88 0 o Ip 6 15'BLcoo p of coo 7 _]ol 1 �5 90' ,BLo 010 �ol p 0 12 10 S88'50'03"E w N88-50'03"W wl 0 115.00' o 0 115.00 0 Ip p 2 io `t o 0 0 11 0 01 3 0 = li =O 10 N » II =ta lo 4 IN » LO pl „ N l0 5 N 0 0 8 0 oI n S88'50'03'E'n 'nN88'50'03"W2 115.000 �� 115.00 pOl N O 10 615'BL0 7.5UE7 �o I--OSg- W r0 119.05 wl r z10 o 30 3=N W „ l o I- ;dI J 118.45 = 1 w All i=I_ O 0 31 W =1 z nZ oo�z l o 3 117.85 11 CC 4 I w a(n� 0 = n 32 `' ohn NwCn ¢ D,� z� ��00� o w117.25 _ =.1 0 1) li�twa w,ov pi fn I = 33 =1 o � In <I o w r: , o }a odoi-'' 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 CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND ROW RIGHT-OF-WAY POB POINT OF BEGINNING RP RADIUS POINT HOA HOME OWNERS ASSOCIATION on 0 a N RPRDCT REAL PROPERTY RECORDS, 0 116.64 10 0 - o N N &VISIBILITY DENTON COUNTY, TEXAS ' N M ' 34 = I ' o r- ¢ o �� 0 oZ 7 �v~i 0'X') 0' SIDEWALK PRDCT PLAT RECORDS. 25' 25 w S88'S0'03'E --0 l "'11356.4 r; a u�i N .- vU1 N vz g ESW. AT STREET INTERSECTION OA DENTON COUNTY, TEXAS DESIGNATES SUBDIVISION BLOCK 5 3 MWCAL p(� AS Q �2 88'50'03"E w I z X LOT INFORMATION DENOTES STREET NAME CHANGE 10640 C-)i o V .•, i aaiiviva aJi1UiJJ71 ••+ v.ouc --/,pUE w. 114.7z �; N 28 DO 291.77' FATHOM STREET " � g 20' r Z rn<F 280.00 n - _ o 5/8" CIRF 1- o O°' - " 7.5'UE N N88'50'03 W 1Q81.77' (TOTAL) 230.00' �h C �o 'n I cz� PETTY 2 °' o pl _ I 7.5'UE G 36 Cr z W I 88'50'03"Ezrl m 014 �I IpW r60.003 55.00 '- - 55.00' 65.00'� G F r76.77 50.00 - - _ 50.00 �O SS c° �`' w �� w S88'S0'03"E ° 0a 20'BL 3 �J W ow I w 3 „ - 0."• O/ 7 w 20' w w a ¢ N 1`• � 110.00' ,n o N o f- J= b a oa 20'BL 15 5 �A?j, '- 3 w of o n 115.00' rn� I o n o n n 1 �w n , i 0 11.83'w 6 39, ¢¢ o¢ X O^� M N 6 0 0'0 I„ .-�qr 1 0) ,ri 2= 3== 4= 5== 6 7== 8 rn o r r o i� ` _ 3 0 o (w z n I` h o 1 Co 0 15A�0�pl o m o 0 o n o I „ ,�il .�47 0 ,ri 46 = 45 = = 44 43 = = 42 = = 41 40 e 39 0, 0 38 !n ,n a I 0 o F- T O ,+y N N 0 J` O .- 11- = e= e = O N 00 37 J Ew N O cli r 1 Z 'z 30 I� 15'BL I 25'25 10 ,n (n U U 21 X (� ,0 1 i m tht oo M o S46'3 499' 9¢ a CL w 5/8" CIRF (PETTY) 1 0 115. I 60.00' 55.OD' •• " ~ " " 55.00' 65.00 I 25 25 1 76.7T 50.00' „ O o 5'WME 0 ¢ ¢ - - - - - - - - - - » 50.00' 58.80'N 11 } 5 - J /8" CIRF, ¢ - - - - - - �' (PE QUICKSILVER BOULEVARD PHASE LINE 1A & 18 NBs�o=o3•w N88"5o 03 ft 225.00 5/a CIRF�'PEnT) - -pp�^ _ _-_� _ � - 8 IR -_ ._ - _ _ _ _ - _ - _ _ _. ► N$8 '3s"w NG7o W W 5/B' CIRF (PEWIT) 5 8 CIRF (PETIT) „ CALLED 80' WIDE RIGHT-OF-WAY DOC + 5/8' CIRF 7 5'UE (SEE 3 D 3 DETAIL}C COSERV ESM'T - INST. NO. 2018-101456 RPRDCT '� p h a1 CV. C1A z , co L LOT 19X R=&0 0'19" R=s.00' I- a .w O z I Cq 3.01' N01'09'57"E S88'S0'03"E CB=N25'55'o6"E RFB, 6.62' 14.00' CL=6.70' zj ¢ L=6.91' m } PROPOSED Z 19.45' O 1 I CV. C16 Z Uj > a E"F CV. CtA CV. C9'657"W N50'40'16"ECL 24 16 0'00" ( S88'50'03"E 3.06' V) Z SCALE: 1 „-20 CADG REGATTA III, LLC COSERV R=3.o 1 TRACT 1 ACCESS _ ESM'T--► r' CB=S43'S0'03"E CL=4.24' N H ¢ w > _ I' DOC. NO. 2013-44256 RPRDCT $ w ZR DOC. N0. 2015-63292 RPRDCT N88'50.03"W 1 o v \ L=4.71' w+> Q ���%60 26_17_-gyp N w CV. C1C TEMPORARY 50'x5O' ACCESS. O DETAIL f) B Z GLOVER'Ro�o. R 4 & TINSTRUMENT) w a- a SCALE: �7�T LANE L=0.50' \� 24 p941" (BYDRAISEPARATENAGE i ¢ 1"=30' CB=S70'S5'O6"W �O� o CV. C1C CL=5.54' J �- L=5.65' 5/8"IRF TEXAS COORDINATE SYSTEM OF 1- Yt - NORTH ^' � ¢ (p 196 (NA 8 - ) w J r 1097.87' SWWO+ "E 1353.76' (TOTAL) CENTRAL ZONE NO. 4202 (GRID) 1 M J QO• O (�1D72.87) N:7,144,138.81 E:2,445,030-63 -. IRF 0 FRONTIER PARKWAY 8' IRF Ir 0 r-10' _ Ir o op tZC9 N88'08'39"W 243.83' SEE a 7.5 UE N88'50'03"W 1047.87' 18X I ) _-,- ------------ ----- ---------- - _ I' B rn t 0' o DETAIL 7 5'UE 7 5'UE r �� J00 2 0 a1.77 50Q0 -..- - - -- -„- 0 0 S88'SQ'03"E I - I ski 5'WME N88 50'03" 921.77 (TOTAL5,WME 12.5' UEI N88'08'39' W 193 , iq d� 1 h - 0O f t -------- 2 == 3 == _ 4 = 5 == 6 == 52.00 7 == 51.77 - 8 == 5-0-0 g =10== 20;BL 11==12:=13==14Ce15==16='17eui18"V�1-- 5' o CEO° 0 83 -20' N -„ 50.00 26 BL O9 _ •83 _ - - - _ �,� 126.11 11.44' I I- �-- 25'DE&UE ISEEDETAIL A" viol I N88-50'03"W 50.05' LOT ( ) 15'UE ��� 15 J tis9,7s , S43'OB'39"E 42.43' 1 ' SSE ( 1 i O LOT 18A I i I zo a00 aD w z a N i iz o V) pz VI ee LOCATION MAP NOTES: N.T.S. 1. WATER SERVICE AND SANITARY SEWER SERVICE TO BE PROVIDED BY MUSTANG SPECIAL UTILITY DISTRICT. 2 UTILITY PROVIDERS (A) ELECTRIC & GAS SERVICE: COSERV (81 TELEPHONE SERVICE: AT&T " ' 7.5'UE LOS ALAMOS DRIVE 881.77' - N88'50'03"W 937.2T TOTAL I6(57oOT I 3 r` aFQo -_ - 52_QO 51.77 - 00' - - - -•� - - - - - - - - - 50.00 35.60 39.27' 0 20'BL 3 1 0�2 3 == 4 == 5 == 6 = 7 == 8 == 9==10==11==12==13==14==15==16��171 �- I N ZQ S88 50'03"E 881.77' (TOTAL �� mp ,n I 1 0.00' 52.00' 52.00' 51.77' 50.00' „ 50.00' 60.0 ' 1 1 �0.00' 52.00' ~ 52.00' 51.77' 50.00' " 50.00' 60.0 0 �p II i 34 0 q 33 = = 32 = = 31 = 30 = = 29 = = 28 = = 27 = = 26 = = 25 = = 24 = = 23 = = 22 = = 21 = : 20 = = 19 0 p 18 ,) I60_00)_ - = 52.00' S1.77 50- 20'BL _ - (n 52_00 " - 0_00 60.00_1 THE PURPOSE OF THIS AMENDING PLAT IS TO CORRECT AN OMISSION FROM THE PREVIOUSLY FILED FINAL PLAT RECORDED IN DOCUMENT NO. 2020-14, PLAT RECORDS OF DENTON COUNTY, TEXAS AS FOLLOWS - ADD A 5' WALL MAINTENANCE EASEMENT TO LOTS 19-21, BLOCK W. AND: ADD A SA0359ADv ACCESS AMENDING T 1PLAT SX, BLOCK W SILVERADO PHASE 3 DNW ONLY 62.605 ACRES N0. 2018-241 PRDCT)- - _ 60 00 PETTY NOTE 6 Y LI 15 7.s'uE SEE N8870 03 W 674 91' 5/8- CIRF F ..L 22x 15 _ 510.00' NOTE 6*: Y L1 15' 2ox 7.5'UE (SEE 15' (PETTY) I 5/8" GR 20• 271 RESIDENTIAL LOTS _) ) I(TTT) 0n LOT INFORMATION EASEMENTS 6 NON-RESIDENTAL LOTS SILVERADO PHASE 1 A & 1 B . + s/a" CIRF (PETTY) SDY L2 - - DY LZ NOTE s*• J D- 5/a• GRF IN01'09 57"E 20.0o I QUICKSILV R BOULEVARD - - -.39"W DOC. NO. 2018-241 PRDCT (PETITT) 8DY L3 _ - PHASE LINE 1 A & 16 - -2'6-� - - - - _ - - - _ - - - CALLED 80' WIDE RIGHT-0 -WAY DOC. NO. 2018-241 PRDCT BDY L3 I z SF-5 = 199 LOTS SITUATED - - -BX- - - - - - - - - - - - _ _ ) PHASE LINE 1A & 1B 42.68' 1 2 SF-6 = 72 LOTS JAMES BRIDGES JR. SURVEY - ABSTRACT NO. 36 - - - - �e�(---- - I -PHASE LINE 1C - - -Co -----41-i(------------------ 4i�E-PHASEtfNE-2- --- 5" �N LOTS RANGE IN SIZE FROM THE LAKES FRESH WATER SUPPLY DISTRICT 22 I I I 1 34 I I I 1 30 I I 1 30 I I 1 22 1 I F 25 � 1 j 1 I>- z 5,445 sQ FT To 17,Sso sQ FT CITY OF AUBREY ETJ I I I I I I I I 1 I 1 } O > Z w p o" DENTON COUNTY, TEXAS m a I I I �Oq ' I II I O II III III I Oz ► 1(, I I =a II IO III 1 "� II i W i ¢ X112 103 � r,Q N a: 102 } z 24 a DOC. N0. 208-80 PRDCT 2 33 J 2 29 21 SLVERD P1I zz2 29 ( 1 l ° ' oza Z O Q = 1I q P OWN ERS: D.R. HORTON - -TEXAS, LTDO 23 of DELTA DRIVE 101 X 32 q 4306 MILLER ROAD 20 3 m 3 I Z 20 O ao X ROWLETT, TX 75088 SILVERADO HASE 1A & w wI m '1�I•' II .,H O ' � ' N0. - I rr-T I1 W,..o 1 I 3 _a Ii d I I la 0SILVERADO PHASE 1C 22 oa �DOC. N0. 201 -479 PRDCT N 1 + I i 'OI 0 Q31 �?o -© 4 19N 9 27 01 4 27 1 O I 4 J L1 J V JI Q </ 5 30 i i © i I I�vi 5 18 (I Ivll 1 i i 65 � I { it 2 64 II 18 5 26 I , 20 I ' UI Z CJ Z = ifl-`L 14)--1- 11 g CL Z a- 3� CITY OF AUBREY, TEXAS 100 a I 107 S. MAIN STREET AUBREY, TEXAS 76227 { PH-(940)440-9343 99 i RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL I , I 1 i I 5 O26 ' ' LAND SURVEYOR NO. 5184 )D BAR&kZA CONSULTING GROUP, LLC 1 PLANNING • ENGINEERING TBPLS FIRM REG. NO, 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 142 8 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 EMAIL - JNichols@Baffaza-Group.com PROJECT # - 2019005-03 DATE - May 2020 SHEET 1 of 2 Filed for Record in the Official Records Of: Denton County On: 5/29/2020 9:44:09 AM In the PLAT Records SILVERADO PH 3 AMENDED Doc Number: 2020-168 Number of Pages: 2 Amount: 100.00 Order#: By: BH I 0 0 0 I ,n 0 0 rn 10 0,W1=FT 1 (1F 7 OWNER'S CERTIFICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS D.R. Horton — Texas, Ltd.; and the City of Aubrey, Texas are the owners of that certain tract of land situated in the James Bridges, Jr. Survey, Abstract No. 36, in Denton County, Texas, said tract of land being a portion of a called 345.993 acre tract of land described in deed to D.R. Horton — Texas, Ltd. recorded as Instrument No. 2017-139975, Real Property Records, Denton County, Texas, (RPRDCT), all of that certain tract of land described in deed to The City of Aubrey, Texas recorded in Instrument No. 2020-36128, RPRDCT, and being a portion of that certain tract of land described as Tract 1 in deed to CTMGT Regatta II, LLC, recorded in Document No. 2012-122934, RPRDCT, said tract being more particularly described as follows: BEGINNING at a 5/8—inch iron found on the west right—of—way line of Farm to Market Road Number 2931 (variable width right—of—way), said iron rod also being located at the northeast corner of said Lot 1, of Marnot Estates, an addition to Denton County, Teaxs according to Final Plat recorded in Cabinet V, Page 91, of the Plat Records of Denton County, Texas (PROCT), (said Marriot Estates Final Plat vacated according to Vacation of Final Plat recorded in Instrument No. 2019-94603, RPRDCT), said iron rod also being the southeast corner of that certain tract of land described as Tract 1 in deeds to CADG Regatta III, LLC, recorded in Document Number 2013-44256, RPRDCT, and Document No. 2015-63292, RPRDCT; THENCE South 01'51'21" West, with said west right—of—way line, a distance of 589.88 feet to a 5/8—inch iron rod with cap marked 'PETITT RPLS 4087" found for comer; THENCE with the west right—of—way line of Farm to Market Road Number 2931, the following courses to 5/8—inch iron rods with caps marked 'PETITT RPLS 4087" found for corner; South 13*10*41" West, a distance of 101.55 feet; South 01'51'21" West, a distance of 200.10 feet; South 09'24'35" East, a distance of 102.06 feet; And South 01'51'21" West, a distance of 545.71 feet, said iron rod being located at the easternmost northeast corner of Quicksilver Boulevard (variable width right—of—way at this point) according to the Final Plat of Silverado Phase 1A and 18, an addition to Denton County, Texas, recorded in Document Number 2018-241, PRDCT; THENCE with the north right—of—way line of said Quicksilver Boulevard, the following courses to 5/8—inch iron rods with cap marked `PETITT RPLS 4087" found for corner: North 88'08'39" West, a distance of 20.00 feet; South 46'30'39" West, a distance of 42.68 feet; North 88'50'03" West, a distance of 674.91 feet; North 01'09'57" East, a distance of 20.00 feet; North 88'50'03" West, a distance of 50.00 feet; South 01'09'57" West, a distance of 20.00 feet; North 88'50'03" West, a distance of 510.00 feet; North 01'09'57" East, a distance of 20.00 feet; North 88'50'03" West, a distance of 50.00 feet; South 01'09'57" West, a distance of 20.00 feet; North 88'50'03" West, a distance of 225.00 feet; North 01'09'57" East, a distance of 20.00 feet; And North 88'50'03" West, a distance of 60.00 feet; THENCE North 01'09'57" East, leaving said north right—of—way line, and over and across said D.R. Horton — Texas, Ltd. tract, a distance of 73.27 feet to a 5/8—inch iron rod with cap marked 'PETITT RPLS 4087" found for comer at the beginning of a tangent curve to the left; THENCE continuing over and across said D.R. Horton — Texas, Ltd. tract, the following courses to 5/8—inch iron rods with caps marked 'PETITT RPLS 4087' found for corner: Northwesterly with said curve which has a central angle of 67'41'34", a radius of 470.00 feet, a chord that bears North 32'40'50" West, a chord distance of 523.55 feet, and an arc length of 555.29 feet to the end of said curve; North 66'31'37" West, a distance of 296.26 feet; North 232823" East, a distance of 60.00 feet; South 66'31'37" East, a distance of 20.00 feet; North 19'10'55" East, a distance of 80.94 feet; North 14'57'42" East, a distance of 57.32 feet; North 11'28'03" East, a distance of 57.32 feet; North 08'18'29" East, a distance of 68.03 feet; South 88'50'03" East, a distance of 318.00 feet; North 01'09'57" East, a distance of 115.00 feet; North 88'50'03" West, a distance of 46.00 feet; North 01'09'57" East, a distance of 50.00 feet; South 88'50'03" East, a distance of 20.00 feet; North 01'09'57" East, a distance of 115.00 feet; South 88'50'03" East, a distance of 460.00 feet; North 01'09'57" East, a distance of 115.00 feet; North 88*50*03" West, a distance of 30.50 feet; North 01'09'57" East, a distance of 50.00 feet; South 88'50'03" East, a distance of 30.50 feet; And North 01'09'57" East, a distance of 175.00 feet, said iron rod being located on the common north line of said D.R. Horton — Texas, Ltd. tract, and the south line of said CADG Regatta 111, LLC tract recorded in Document Number 2013-44256, RPRDCT, and Document No. 2015-63292, RPRDCT; THENCE South 88'50'03" East, with said common line, a distance of 1,353.76 feet to the POINT OF BEGINNING of herein described tract, and containing an area of 62.605 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, D.R. HORTON - TEXAS, LTD.; and THE CITY OF AUBREY, TEXAS, acting herein by and through their duly authorized officers, do hereby adopt this Amending Plat designating the hereinabove described property as SILVERADO PHASE 3, 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 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 plot approval is subject to all the platting ordinances, rules and regulations of City of Aubrey, Denton County, Texas. n 46 WITNESS MY HAND THIS F� DAY OF ILdic 2020. D.R. HORTON — TEXAS,, LTD. BY: U f�x 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 ANQ SEAL OF OFFICE, THIS o272 DAY OF 1 "`� 2020. N TARY PUBLIC IN AND FOR THE STATE OF TEXAS. MY COMMISSION EXPIRES: KAREN WILLIAMS Notary ID #125155758 My Commission Explres •a,r�,pl' february7,2021 WITNESS MY HAND THIS ft DAY OF HASA _, 2020. CITY OF AUBREY, TEXAS A MUNICIPAL C RA BY: JAkqT MEYERS, WYOR CITY OF AUBREY, TEXA 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 JANET MEYERS, 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 R* DAY OF FIA4 , 2020. IN AND FOR THE STATE OF TEXAS. �`�PP' ''-s """"' xa: 3 � 1 Notary Public, State ofi T e Comm. Expires 07-05.2024 Notary ID 129043943 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 2� DAY OF CV1`P4-4, 2020. JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 STATE OF TEXAS § ��E OTET� � r ��G �RFQ •..cf' .................................. JIMMIE D. NICHOLS ........5184.......,...a COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR T�HATEF 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. GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS a 7 7WDAY OF d , 2020. T� E__ MANDA RENEE SMITH otary ID # 125163769 TARY PUBLIC IN AND FOR THE STATE OF TEXAS.y Comrrdseloro Expires MY COMMISSION EXPIRES: Doordod �- January9,2022 OWNERS: D.R. HORTON - TEXAS, LTD. 4306 MILLER ROAD ROWLETT, TX 75088 PH-(214)607-4244 CITY OF AUBREY, TEXAS 107 S. MAIN STREET AUBREY, TEXAS 76227 PH-(940)440-9343 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 DISTRICT APPROVAL THE LAKES FRESH WATER SUPPLY DISTRICT- 5 -26-20 CHAIRPERSON DATE APPROVED AND ACCEPTED: 9/ v JANE, MEYER 0 CITY IF AUBREY, TEXAS THE UNDERSIGNED, THE CITY SECRETARY OF THE CITY OF AUBREY, TEXAS HEREBY CERTIFIES THAT THE FOREGOING AMENDING PLAT OF SILVERADO PHASE 3, AN ADDITION TO DENTON COUNTY, TEXAS, IS HEREBY APPROVED BY THE CITY OF AUBREY THIS 11M DAY OF , 2020, AND THE CITY OF AUBREY DOES HEREBY ACCEPT SAID AMENDING PLAT, AND THAT THE CITY OF AUBREY FURTHER AUTHORIZED THE MAYOR TO NOTE THE ACCEPTANCE �rtu�r THEREOF BY SIGNING THEIR NAME AS HEREIN ABO'®F SUBSCRIBED. ,,�,�y•• .,.•.••-• 4 • °� �� 'I • ATTEST THIS' DAY OF MA'�IT, 202( V\' OFF101 '• y o JE HUCKABEE, CITY SECRETARY 'a, -q ' .., •_�„ Ga, '' P �� CITY OF AUBREY, TEXAS ''. ','0 EY ME PURPOSE OF THIS AMENDING PLAT IS TO CORRECT AN OMISSION 120M THE PREVIOUSLY FILED FINAL PLAT RECORDED IN DOCUMENT NO. t020-14, PLAT RECORDS OF DENTON COUNTY, TEXAS AS FOLLOWS 4DD A 5' WALL MAINTENANCE EASEMENT TO LOTS 19-21, BLOCK W. AND 4DD A COSERV ACCESS EASEMENT TO LOT 19X, BLOCK W. AMENDING PLAT SILVERADO PHASE 3 62.605 ACRES 271 RESIDENTIAL LOTS 6 NON—RESIDENTAL LOTS SITUATED IN THE JAMES BRIDGES, JR. SURVEY — ABSTRACT NO. 36 THE LAKES FRESH WATER SUPPLY DISTRICT CITY OF AUBREY ETJ DENTON COUNTY, TEXAS JD BMUUZA CONSULTING GROUP, LLC PLANNING •ENGINEERING TBPLS FIRM REG. NO, 10194538 TBPE FIRM REG, NO.20683 801 East Campbell Road, Ste. 142 Richardson, Texas 75081 TELEPHONE - (214)-4847055 EMAIL - JNlchols@Bamaza-Group.com PROJECT # - 2019005-03 DATE - May 2020 SHEET 2 OF 2 O / Lv In E O p) O I u7 I O 0)O N 00 N N rnr O N N T Gi :2 nl II-rT n !lf .'1 )I ILL 1 G VI L