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SD4624ACALLED 113.432 ACRES PULTE HOMES OF TEXAS, L.P. DOC. NO. 2015-141656 RPRDCT C\2 E-4 REMAINDER OF CALLED 248.67 ACRES CADG COMANCHE 248, LLC I DOC. NO. 2013-71194 RPRDCT 100 0 50 100 200 A--44*18'18" R=1095.00' 0, C) CB=N4259*03"E 1 inch = 100'feet CH=825.79' LJ3 < C) LJJ L= 84-6.73" LOCATION MAP Uj N.T.S. t0 SHEET 1 SHEET 2 �SHLL I J Lij §7+ � 63 Q -7� N Z Ld 0 LL, C, 0 _�j 4e�b7 ACREI LIL_ C� /0- 44 14 IIAIDG 1"'UMAHCHE ? 4,13, 1. LC 421 0 S76*05'44"E PR 1) b 6# 1,3 0 C; 6 b -------------- d 6 14) C-4 '70, V_ 7. 12 C4 ;01I / , >1 CIRS E S76*05'44" KEY MAP C-) U) 50.00 NOTES- 1:� CiRs N13*54!16"E ' L5�*O 25' P ?5' 0 61, 1. WATER SERVICE TO BE PROVIDED BY THE MUSTANG SPECIAL UTILITY DISTRICT. S 20�00` .,7 �Q N NR5 CIR _/ , v5r ClRS CiRS 16 10 DRAINAGE ESIA'T (BY _�6. 0. S78-1 / , UTILITY PROVIDERS: 7 UF- q%w 333-,E SEPARATE INSTRUMENT) 0 ftI 00p ��CIRS S13*54!16nW CIRS ,:�� - .0 N76*05'44"W (), _--z CIR$ r`II U. 17' ELECTRIC & GAS SERVICE. COSERV 25' 2S' 50. UO 20-00' CIRS 2 1 0.0w 7/ ox 9 7701 SOUTH STEMMONS 14 CIRS /2 A, 9 25 IRS tR$: eol 0 00, CORINTH TEXAS 75065 -zo :>I t 1 12 1w . I / _> 1 811- 1 L" I V_ � I NII z CIRS iD I � 00 00, 1-80Q-274-4-014 081,1, /61 57 "I *ft 1 41 V .4 12 S76. 10'00' SIDEWALK & Vl�@ILIUTY 65-12' dc- 7 10, / 7, 01 AT&T .0) 8 NI 0*56'59"E cl N�' (b) TELEPHONE SERVICE: 4. 401 sar i�t /\ I 1� ESMT. AT STREET INTER�MT ko 2301 RIDGEVIEW DRIVE -ION S N�,Ci�14 2p,& PLANO, TEXAS 7502� 25" U_ 1b, 521.32' rIRS 10 EE 7 (972),569�3084 OYM& EXCEPT AS SHOWN 0D*RWrX) "N 10 0 1 4 Vj, n t b 0 7_ A" D N76' 9858. 171, Z.- N09*37 14*1 GF ")" 0) CIRS .,6 70, 39" � I, v7R- Lit 3'�tjl V 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY �THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. W, 3 j�� 11 . I - _39 -10 OR111 N07'56"49'I`E 52.32" N8( N m'/ �jl /;i- - '120 9;;7- 44 6 D/OR EASEMENTS SHOWN ON THIS PLAT ARE THE 5, 25' '1- ' 10' /V 9 ImP4J �Q le� i IC40 S79 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AN -7 ;w '2 0'4 7 2000, E 126Z2 At' 311, RESPONSIBILITY OF THE CITY OF,AUBREY. APPROVAL OF THIS PLAT BY THE CITY OF AUBREY DOES NOT CONSTITUTE ACCEPTANCE OF N08*17'050E (R®R 0 Uj CIRS 14 120 4:7) -,o THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF S82'23*1 Al *E 0' J.,v 4 9 52'82' co P, 1 .00, _j 0 SAME FOR MAINTENANCE PURPOSES BY THE CITY OF AUBREY. TION STRUCTURES, OR GRADING. DETENTION PONDS, DETEN cc 113.14' \S82-23--11 W 129. 2, 12 47"W qj 5 Co + 18 lu _<1 8 LO Aq I ()0l, 16 N 17Q _U5� , IION AREAS N5618'27"E I\ 5 . :,t 1 1" 8 od co 'xidl-2050" __j 79.,39'47" �_q - "Ill 5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBI F FOR'MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, RECREA ORS 5 4 CIRS 0 AND THE / 1 6 12 DO--- -12 If 8 O� 25 25' AND OPEN SPACES; T I N82-23,,, w IA/ 00 MLESS IHE CITY OF AUBREY FROM ALL W ('0 AP'l RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HAR C,� .7 f:� 1'3 N81 -53,,3,3,, 1, � Q 11 1+ 1�' 4 SES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN �r) t 0 3,, 0 E CLAIMS, DAMAGES AND LOS to U)- 1-1 11 11 (0 C14 101 i, 10.00, �'6 -(i,, THIS PARAGRAPH. 4�5 11 0) �W� 7 "E �j w 1j: 2Q 13 to 0 CD . TIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF zo /& �g �o - - D w n 7<�Q 0 - " Scs 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILI 404 RP111 7 1 C, 120.00- 12 (D 3'1 1,,E P 3 TILITIES UNLESS OTH 4, Im 11 - ro 8 THE FRANCHISE DRY U SS20 jq; zl, 14 4/ tI) 11 @ I 11 25, ERWISE NOTED. /!�/ C S82-2 6 L. 41 311 F Cd gr . 4 0 w 1' N81-19'2 -2 7'5 b 154 IRPRDC I # w G, 11 11 p I T -17 81, RESIDEN11AL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS LU 1- 01 14 12 '49, 7� LOTS ENDING NTH AN "X" ARE NON- 1c; 6 C�j 10 ��z W, 0I 1 0 0) Itc ? 1 1 15 13 9 - MIN (HOA). 0 to r`1 b <�] ASSOCIA (0 0 1 IC4 CN 00 LO N 0 127,1 V) N 2 t, N85*10'44"W TY OF THE HOME OWNERS ASSO -nON (HOA). CT)T 04 01- 1, _�4 0 4-4 8, MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILI CIA 5 N84*53'1 88 5 15 120,00, V) C 0 i ILI') 40 0C) 1�__, . �l 11 10/ kv-,o "-I 720_391 TINGS, AND OTHER OBSTRUCTIONS 16 2 2 16 11 7- 1 00 14 0c '0'0, 9. ALL SUR "E cli 0) FACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLAN N07-0,3'3 to 140) 4 1 tc� 10 >-41 0 1— 1 ' tO 1,1461 11 CE OF THE DRAINAGE FACILITY. U V) f 1\11,�, - I� I r- U) l U-) 6 U� CI TO THE 0 1,01 3: PERATION AND MAINTENAN -w !,,I 11�1 r I - 11 z 52.5 1,14- 4 ((zz? 11 0) 10" 1 /.z) ut 0' Lu-) 4- - 0) l n 1 _C0 E 1�0, 1482-23'j 19 11 �j I - �111 ;7, -120,20 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE 00 �S82-23'1 I "E 17 1 15 14- b N05'07"06*'OE U0 �0 7 FLOODWAY IS PROHIBITED. .21 3'11% 01 '1 7X UE__�/205.00' -MILUCAN LANE A R [7- S 1-4, N82 g1115� S82 9�8 5, -4 N83-52 < 7 ,g7 Lj 0 N r" 0 W_ )i,i .-, i "! [ :�E cO w N8823'24"W c;t 53.5 0 '1(5) '' '0 tn q j;'q, to z 6C) 16 b 61 11 11C < ? 0 1;�l 114 __j - K -2,3' 'ni FLOODING OR FLOODING CONDITIONS. 0 CEN -1 ER C6 3 CD jj� W/ 17 11, THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY A ivil I" T CiRS 1tv? 1 1, Ar j 18 cli S 8 -2� CO 0 2 4 N83*10116"W 1,0 '23'11 C14 Tj 0 1-1 1 N8,j'4j'DOW 11 - I S82 135�07' U9 56.0 1403"OV37"IE N83-16'1 6' - WILL N8_9'53'39"vjq- E 2 O'BL ui, 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS OPEN CHANNELS AND ELEVA 1`10N 53.5 14 7.5 UE 20 L OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE (R DR� "1'2, 3� 1 1, 1 r, n BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS �'j 2 0 ul I 'C-1,1,11 - � N _j 54414 Crr i R 2 J-) 17 m 21 1106) Lq 0 COURSES ALONG OR ACROSS THE LOTS. II)LO 1"6 19 N85*08'0R"1At S86*04*19"E -f 38"E !C'4 00 !(Do 2- 3 CN " 11 IV) *1 0) in Lo Li 4 5 6 7 C5 N00'!58'27`E N 7- M; 't �?5'38"� I:eo, 00' 140.5 0 0 N861*42'22 w N8642'22" W 20, 65 !MOO' 0 to -AE- (SHADED) ZONE -X- (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. )67 - 120.00' 1:20,00, 12 10) P4 13. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE 19 V, L 18, 2011. ZONE �*AE- (SHADED) IS DEFINED AS -BASE FLOOD ELEVA11ONS DETERMINED - 1% ANNUAL 610 'to t1) V) 0 Co 00 -1 0� .1 1 5'WME 48121CO270G, REVISION DATE APRI w 15'13 L ? al,� 6 1 - (0 50.00" co 1 20 6 18 q_q� 1 5 0. 0 0' --- r _)i 11 CHANCE FLOOD (100-YEAR FLOOI AND ZONE X (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% W CIRS S89'39'59 'U�12 15'BL 7 5UE BE _jV !") I �4 2 to AN 0 t- - �,f4 0 11 "Ll iY F SM I ____ I I - j- z�*' 1 5X 13X NUAL CHANCE FLOODPLAIN," 4_�- _0 -21,16 ONO t`) 53 120.00'CIR Fz I' -_ f� Co 0 CD -ff) cc 000 00 Co C 7�5'UE 5WME 0") 1 "-5'WME "--7.5'UE E DETAIL A 0 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN IDENIIFIED *FIRM" FLOODPLAIN (o C9 0 `Rs BYRAN ROAD., N89'39'59"W 1160.00' 5wmE/BYRAN ROAD E-4 ER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO -------- 1/2"IRF AN, ROAD AREA, AND THEN ONLY AF1 2�70-00' � (D 0 290-00' 0 290-00' 290�00' MNIIIIII��' W, Q0 2.4 TION (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW C, O� C RISE IN THE BASE FLOOD ELEVA 0 CIRS 0RS 139.7C Ln 0 0 (PARTIALLY DEDICATED z 41111111111110 4"M OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A PARTY TO L0 CIR 41 QRS 05, CIRS CIR 9 PUBLIC ROAD) THE REQUEST. MERE CONSTRUCTION IS PERMITTED,'AiL FINISHED FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE 10 59`1w IRS N89*3959*W 240.0(Y c 25 1 N89*39*59"W 240.00' 2�" 25' N871 Loin P.O.B ('IRS N89*39"159"W CIRS CIRs N89*39'"" WrZI.05�01'c 25' /5* s N89*39'!59"W 240.00 25' 2 49 W 100-YEAR FLOOD ELEVATION. Ld Uj 0 F_ IRS CIRS CIRS CIRS CIRS 7IRS CIR CIRS CIRS 121.62 50�00' TEXAS STATE PLANE COORDINATES < 0 1-1 194.34� C11 S NORTH CENTRAL ZONE 4202 (GRID) 71 .3�: Z Q') L61 I 0 W cr A N 7,142.016�70 E 2,454,761-30 15. PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED -PE-nTT-RPLS 4087- FOUND OR SET, UNLESS NOTED --J LU Uj N42*51'32"W OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT CORNER, A 5/8-INCH IRON ROD MAY w r 3: 42 82' BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG 114E SIDE LOT LINE < -V"� am 04 \-ACCESS ESM'T (BY �2 A - �L-` -,� - 110). '1-- b 10- 50 0 C> to NAD 83 (CORS TEXAS 0 5 C) 6 8 0 Qz 0 P 0 ^0 C� z ", a 5 f" 01� q b p 100 0 0� Y) b SEPARATE INSTRUMENT) 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM C) 0 b c! Y) 0 '0 C� I Ld 0 0 C14 0 0, . 03 W a 6 t 16 t $40 0 0)0 0 N C> 0> q p4 0 C> 0) C� �4 0 C14 0 't P 0 P`11 0 4202). ALL DISTANCES ARE SURFACE DISTANCES WITH A SURFACE TO GRID SCALE FACTOR OF r, F-1 C14 04 Z_ (0 NORTH CENTRAL ZONE NO < <CL 0 C5 C> C,4 n C) 0 04 p C) .......... 0 04 r4 Q 04 t.1) 0 Q 0 00 to to 0 0 10 0 0 0) !0 .., K) S02*07*37"W 59.63' 0.999849392677. 0) 0 1, IIIIIIIIIIIII',j Z 0) 00 z OD -1 3'34"W) 0 _j 0 z 00 (DEED S02 -nON OF TAKING AND ORDER OF IMMEDIATE z z z z 17. FLOWAGE EASEMENT (TRACT NO. L-1033E) SET FORTH IN JUDGEMENT ON DECLARA V� REMAINDER OF 'w " GE 154, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS (RPRDCT), AND _j CALLED 248.67 ACRES POSSESSION RECORDED IN VOLUME 414, PA z 6 DEVELOPMENT SOLUTIONS CR, LLC < < << SEMENT (TRACT NO. L-1032E) SET FORTH IN JUDGEMENT ON DECLARATION OF TAKING AND ORDER OF IMMEDIATE 72 > CADG COMANCHE 248, LLC Uj FLOWAGE EA F_ DOC. NO, 2013-144483 RPRDCT DOC. NO. 2013-71194 RPRDCT Cr 000 POSSESSION RECORDED IN VOLUME 427, PAGE 404, RPRDCT, ARE NOTED HEREON. ACCORDING TO SAID DECLARATION OF TAKING, THE CO -FOOT CONTOUR, WHICH IS SHOWN HEREON AS SURVEYED ON THE GROUND. ANY AREA C� af� 121 FLOWAGE EASEMENT ONLY EXISTS BELOW THE 537 C), 537-FOOT CONTOUR IS NOT AFFECTED BY SAID FLOWAGE EASEMENT. _4_ CL ABOVE THE LINE L, L2 x 9:� MILLWXN 2 5' �n I 'Q, r- 1-) 17 l C) .0 0, L4 q �D LANE c,, :��L5 (�o tn 'c., 0 < L6 51 t- � I (�! SW&,VEr---_', :> t- . 61 09' rvl� I o __ __ __j - Qi� PL4 SW&VU I r-,\ 7�5'UE- L/ Ld L8 -2 b_TB-L- L9 WME S89'39`5I9"E 143-28' ME 12 �D �zF 1W _�\ , - �1� , X61 (DO 16' 18X LOT LINE-- - I ) 0 1 L10 12 2, 95' 18 ><' L12 L13 X1 I L14 _0 Of 1) -1 L15 N87'19'40"W 212, > Ll 6 ---- -- -- 47'__ > C8 (o �s _1d n L17 L18 BYRAN ROAD 19 MI 41, I/V, In L19 C� f 100' L20 50 1 50' 5'WM E L21 N8719'40*'W 121.62' 25,00' S00020'02"W Co L23 BYRAN ROAD T 20.00 N142�51'32"W (PARVAIU)� DEUCVfEl,� X L24 L25 PURUCI ROAD) N89,39, 9"' 42.82" L26 T L27 tj"ILITY ESM'T - INS 50. i,! �Ij 200528353 RPRDCl a L29 INST, DUA L30 30' UTILITY ESM'T J1 - - -DE.TAIL-A- �BL 30' UTILITY ESM'T INST. NO. 2005-28353 RPPDCT NO� 2005--28352 RPRDCT L31 SCALE 1 50' L _32- 50' _U3 _3 L34 __� _35) L36 LINE TABLE BEARING PD EIS T:A::N::C E: 4 .9 �: 7 88'27'43"E 44.97' t�Q�q6�36-E NOO'20'01"E 4Ujb 97.67' NOO*20'01 "E 96�83' NOO'20*01"E 96.83' NOO'20'01"E 96.83' �_ V 2 4"E 6.50* _84L2 N04'52'21"E 7138' N15'10'57"E 72.06' -E 72.06' N36'07'04"E 72,06' N46'35'08"E 72.06' 72.06' �N57'03'11"E N68'30'59"E 85.29' NO3'15'46"E 67�68' N08'23*08*'E 58-55' N1 3'1 7'03"E 5&55' T11iiT10'58-E N23'04'53"E N27'58'48"E 5' 58.55' 58.55' N32'52'43"E 5&55' N3-/*46'37"E 58.55' __�8,55' _N42�410`32-E N47'34'27"E 58.55' N-552'28'22"E 58,55' N57*22'17"E 5&55' N62'16'12"E 58.55' N67'-30'06"E 58.55' j�: 18 _�-E �7Z 74�43' NO2'02'20"E 67.81' tjQ ��50'13"E [_�4-92� N07-40'18"E 1 50-86 ___CINE TABLE --CIN-E BEARING DISTANCE L37 N09*13'20"E 53.89' L38 V36'1 3-E 61.22' __�5,12' L39 _1�1 NOI-26'41"E L40 N04'59'45"E 56,04' L41 N07*29'23"E 51.54' _T42 N07-53-41 "E 56.17' L43 N09'39'1 1 "E 58.49' L44 N11*51'05"E 70�03' L45 NOI"09'43"E 64,70' L46 N035641"E 58.66' L47 N06*39'08"E 5&6 L48 N07-4343"E 32' ___"55 L49 N09*03'52"E 57 57.58 .58 L50 N10'40'31"E 52.90' L51 N12*18'41"E 59,29' L53 SOO'20'01"W 16,77' L54 S43*29'46"E 42:40' L55 N67'20*1 2"W 60�00' L56 NOO*20'01",E� 96�83' L57 N13*54'16"E 45,00' L58 N13'54'16"E 45.00' C5_9 1 '30*07"W 105,99' L60 N01*40'01"W 50.00' L62 N01'36'36"E 13,05' L63 S01*36'36"W 14.33' L65 23*20'03'*E 15.52' L66 S33*31'00"E 12.29' L67 N23*20'03"W 1720' L68 N32*46'56 W IQ�zll L69 S32*46'56"E 15.41' L70 19-39'11 _E 0 OC L71 4 �25'46"�E 0 00� L72 5"E 5T50' L73 N25'55'45"E 57.50' CURVE TABLE CTION CHORD DELTA RADIUS LENGTH ci S88'25'34"E 3, T1 7 '04'19" 2710�00' - 3.41' C2 S43'34'25"E 117.61' 157'06'53" 60,00' 164.53' C3 N46*34'26"E 17 _6V 157-11'12" 60,00' 164.61' C4 S45*18*40"W �2,07"� 250.00' 381 � 36' C5 __145,45' S42'21'44"W 705.01' __��7 81*30'16" 540.00' 768.16' C6 S41'20'1 5"W 1060.97' " __797 27TW 830-00' 1151,00' C7 N32'02'28"W 11T21' 60�00' 162�55' C8 N88*29'49"W 10. 20' --1-55*13'25" 2*20'18" 250.00' 10�20 1 C9 S87*51'32"E 4,63' 1'03'44" 250.00' 4,63_ Clo S03*58'21"W 207.67' 7*16*56" 1635.00' 207.81' C11 S03*58'25"W 7-16'48" 1660.00' 210.92' C12 N85*20'27"E __210.78' 206.73' 12*10'16" 975�00' 207.12' C14 N88*31'04"W 6.81' 0*06'41 " 3500.00' 6,81' C15 N77-16'14"W 28.92' 22'23'00" _74�50' _2910' C16 N01*32'17"E 135*14'01 " 1�50' 3.54' C17 N80*20'47*'E 28.92' 74.50' 2910' C18 N88*31'04"W 6.80' _12:23'00" 0*06'41 3493,00' &80' C19 S77'22'55"E 28,92' 74.50' 29.10' C20 S01*25'35"W _2�'�):23�00" . 14'01 " 1,50' 3.54' C21 ___.2,7Z:___j35 S�.o �105"W� 28.92' 74�50' 29. 10' C22 N70*40'47"W �78' __Z2�23'00" _ 74,50* 46Z3' C23 N06*04'53"E _15 1 4� _15 117-44'03" 3.00' 6.16' C24 N78*11'15"E 34,12' 26'��!1�4 7 4_5 0' 34,43 �_25_S _3'55 C 26 S64*04'07"E 10-48' EFO 74.50' 10,49' C27 S07*28'20'*W 5,54' 135*00'59" 3�00' 7,07' C28 S83'1 2'1 2"W 21.31' 16*26'46" 74.50' 21.38' C29 N88*31'04"W 6.83' 0*06'41 3507.00' -6-83' C30 N86'3253"E 0*48'01 _ 1 150�00' 16.06' C31 N66'39'57"E __j&06' 10�00' 1150.00' 10�00' C32 N72'46�33"W 16.02' __2:2954" 6*01'05" 1- 57�50' - 16.08' - C,33 N79-13'40"W 2 2. OP5 22'08'12" _��7.50' 22,22' Lfj4 N76-32'12"W 23-14 1*16'51" 103500' 23.14' CURVE TABLE NO� CHORD DIRECTION CHORD DELTA �_A_DJUS LENGTH _�74.07' C35 173.9C 07-16'48" '_�_ 370-06 C36 _S03'58�25-W S`10'45'�� W 2 315 4' 06*17'26" 2110�00' 231.66' C37 s03-58 07-16'48" 1080.00' 137�22' C38 _25-W S1 0*45'32'*W __137.13' 199.72� -66 �lr267 1820,00' 199,82' C39 ;::,��o �5825��"W 100.31' 07*16'48" 790�00' 100.38' C40 S10*45'32"W 167.90' 06'17'26" 1530.00* 167.98' C41 07-16'48" 500�00' 63.53 C42 _S035825-W SOK3 �54"W _.§3,49' 88,05' 04'04'09" 1240.00' 88-07' C43 �� 32-12�23 W 69.33' 87 -4643" 50.00' 76.60' C44 _N N32*12'23"W 34.66' 87*46'43" 25�00' 38,30' C45 S46*31'06"W 1461�36' 89*48'59" _1035�00 1 162Z46' C46 N77'49'10"W 404,91' 21*30'29" 1085.00' 407.30' C47 N85*59'09"E 997.03' 53'5352" 1100.00' 1034.76' C48 S7"3 32-23'22" 400 00' 22612' C49 _54-W N07*28'55"W __223.12� 94.07' 18'02'23" 3� C50- N46*34'26"E 70.76' 90*04'19" 50.00' 1 78.60' C51 N 6* 4 26" ��-3W� 90*04'19" 25,00' 39�30' C52 S 3 4 25" L_70� 90'00*00*' 50.00' 78,54' _C53 S 3 25" 1 35.36' _'�Q �0000- 25�00' 39.27- *** FINISHED FLOOR ELEVATIONS REQUIRED PAD ELEVATICK LOT BLOCK PAD ELEV 14 SS 551�3 15 SS 551.7 _T6_ -SS 552,1 17 SS 552.6 18 SS 553.0 won= UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT SW&VE SIDEWALK Sc VISIBILITY 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 POC POINT OF COMMENCING POB POINT OF BEGINNING 57.5'R 57.5-FOOT RADIUS R.P. RADIUS POINT RPRDCT REAL, PROPERTY RECORDS, DENTON COUNTY, TEXAS A D S 0 DENOTES STREET NAME CHANGE OWNER: CADG COMMANCHE 0148, LLC CONTACT: CLAYTON SNODGRASS RPLS OF RECORD: JIMMIE D. NICHOLS 1800 VALLEY VIEW LN, SUITE 300 REGISTERED PROFESSIONAL FARMERS BRANCH, TEXAS 75234 LAND SURVEYOR NO. r�,184 PHONE (4-69)" 892-7200 FINAL PLAT WINN RIDG"E PHASE J1173" 87.374 ACRES 284 RESIDENTIAL LOTS 21 NON-RESIDENTIAL LOTS AMENITY CENTER TRACT SITUATED IN THE WILLIAM LUMPKIN SURVEY- ABSTRACT NO. 730 CITY OF AUBREY DENTON COUNTY. TEXAS ENGINEERING PLANNING S1,1iRVEYtNk".� TBPE FIRM REGISTRATION NO. 1488 TBPLS FIRM REGISTRATION NO. 101068 1651 N. Glenville Dr, Ste. 212 Tel. No� (214) 221-99r55 Richardson, Texas 75081 Fox No. (214� 340-3550 DATE: JULY 2017 SCALE: I "= 100' JNICHOLSOPETI 71BARRAZA.COM JOB NO� 12031-IB Filed for Record in the Official Records Of: In the PLAT Records WINN RIDGE PH 1B Doc Number: 2017-338 Number of Pages- 4 Amount: 200.00 Order#:20170802000335 BY: i K 4 7' V) _ CALIA, D 113.432 AC'RE S IDULTE HOMES OF 1LXAS, L.P. F1 DOC. NO, 2015-14H656 RPRDCT 6--14*59"49" "A DRAINVv AGE EST (HY DRAINAGE ESM'T (BY PA 0, (0 5/8"CIRF -SERATE INSTPUkAF_Nj,,, R=1085.00I -"ISEPARATE INSTRUMENT) A--21*3029"- -4 (PETITT) (PEI-ITT) CB=N83*55'40"E S1 2�34!21"F R=1135.00' S8834`261 192.62"\ /,---4-8.39 CH=283.19" '5/8"CIRF CB=S77*49`10"E 84.001, (PETITF) S88-34'25"IE 328.58" Lzz-- 2 5/8"CIRF CALLED 113,432 ACRES w"w, VIM ONO 'A%w ==am - I(PETITT) CH=423.57' (PET] PULTE HOMES OF TEXAS, L.P. 02� UD 000 " 7D �� L=426.07' IJ 21 X C� DOC, NO, 2015-741656 RPRDCT u 0 0 S88'34'25"E is c246-78-- - � z V- V_ 0 328-58' C46 5/8"CIRF 7 z CIRS (PETITT) R C T MILLICAN LAN't aw Lo 0 W `7(75-C R =2. 50' 7 fl) -I-- '70 'T7.-5UfE .00 '7. X, X X, CD lu 2 7.5' 0 in 60 2 T-57 (TOTAL) 2 _j (V _ 6 Ix (�A 0 I IIIH_ 1 10' OXI _t-LOT J5� LINE SW&VE 5'WME C\i 41 70A)0' I X 'IV 951 R=2�50� 9X BYRA� �) ROAD 20' (PARTIALLY DEDICA IED PUBLIC ROAD 328.58' 388.53, --- �ftw too wSwummounwam 0&,& CIRS TOTAL) 16'DE <0, 1 S88*34"25,*E 278.39' 34 `7 DRAINAGE ESM'T (BY ','-�SEPARATE INSTRUMENT) CIRS v )0, 22X _�v ill- I 7 ') SO1'2V35"W-----` CIRS 4, C> 0 50 100 200 C) C)* 100 17,18"W 49,67' ;S7 R.P. 17p 2:2S, ***, 57 22X 5/8"CIRF 1'(PETITT inch 1}(? feet A- I AA*AA'r,1" I 0� ' I S 6"W �P R=57.50' LOM R_ aC8=N63*2655"E CATION AP 5'U E Olt I CL=114.68 C :e t SHEET 1 SHEET SHEET I 9 =189.25' N22*56*05*1;3 N.T. S. 17.64! CIR 21'1 ZOE C� 3 X EVARD I '55*E 10 $67*03'55*E 22*56'05E 64-7-- 50.00' 10.00' A--21 *46?48' A--2�31'55" 6, R=565.00' R=1 166.0 CB=S77*57'20*E CB=S81*50'55"W CH=438.3J' CH=24.96* L=24-97' (_j L=440.96' Iw-4 co W. 0- ,N06*53'08"W LL_ c , NOTES: < 0 50.00'* P4 1. WATER SERVICE TO BE PROVIDED BY THE MUSTANG SPECIAL'UTILITY DISTRICT. A2*13'311" R=515.00' -q- z co z < 2. UTILITY PROVIDERS: SAVE & EXCEPT TRACT, CB=N82O00(}ELECTRIC & GAS SERVICE: COSERV '"6"'E 7�F I I z 7701 SOUTH STEMMONS LOT �,,O,Xlo, SIDEWALK & VISIBILITY ESMT. (TYP,') Lo T NO SCALE 0 0 �Z4 CORINTH, TEXAS 1 75065 CH=20.00' W 37.360 ACRES 1OX10 SIDUMA&KA VISIBILITY 4 L=20.00 1-800-274-4014 �2 41 0 AT&T T. AT STREETjNTERS ON < (b) TELEPHONE SERVICE. 0 2301 RIDGEVIEW DRIVE MIPICAL EXCEK AS SHOWN 07HUNISE) REMAINDER OF 65*05*32 PLANO, TEXAS 75025 CALLED 145.1 ACRES (972) 569-3084 1 R=275.00" CAD" COMANCHE 248, LLC APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY� 13=S86*27'58*W 3. SANITARY SEWER TO BE HANDLED BY FACILITIES DOC� NIA}. 2014-20673 RPRDCT /CH=24-43' _N 4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOW ON THIS PLAT - ARE THE L=24.44� CITY OF AUBREY. APPROVAL OF THIS PLAT BY THE CITY OF AUBREY DOES NOT CONSTITUTE ACCEPTANCE OF RESPONSIBILITY OF THE R S SAME FOR MAINTENANCE PURPOSES BY THE CITY OF AUBREY. THE 1-111-Y OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DETENTION PONDS, DETENTION STRUCTURES, OR GRADING. DETEN 3__----N00-5w1 7-W 50.00' N88*23'24"W 5. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCEOF DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS IRS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF DRIVES, EMERGENCY ACCESS EASEMENTS, 50,00' -Y Of- &--6*50'01" RECREATION AREAS AND OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS THE C11 - AUBREY FROM ALL N88*2324"W BOONE CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING : FROM PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS SET FORTH IN R=225�00* BRISCO 50.00' S01*36,36*W THIS PARAGRAPH. CEl=N85*3,5**43"E 20.00' IVIE USE OF WAY AVENUE 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSI CH=26.82' S01*3636"W' NOI*36'36"E THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED. L=26.84! 24.51' CIRS CIRS 20.00' CIRS CIRS NOI *3636"E 25.00' 7� LOTS ENDING WITH AN "X" ARE NON --RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS N88*23*24."W 785.00' 5' 25' CIRS N88*23'24"W 240. 2' ASSOCIATION (HA). 0-616!�w mm was 00, C f am '"a '"mmommm',� ,, 4um m 0 R 40M Now 0011 IRS 25' CIRS (HOA)� 60.00' 120,0O'Lj-f.-+ am #am mmommma 41 w 020 NOW OVAU 8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION 18 ? i -) Tom, 67-67, 15 ? 601 60.00' CIRS CIRS 20-C CI IRS 5� 25� CIRs N88 2-3 ' O� c)O 5 00� 120 OLD 65004 C, 0 I pa i- �jj -n (0 0 0-� I (a 0 (D Lo� 1, "6 0 9. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS. AND OTHER OBSTRUCTIONS 2 5 0 8*23'24"W "W to _0 2� 3 21 20 19 '2 3'-? 4 f @ ill, 18 17 16 15 1 1 _ - I TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE: FACILITY. C5 I ob 14,6, r '016 16�120.00 r 120.00' (00 38 c.� 37 3 6 35 34 10 330 __bb 0 0 0_10 C14 10. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND FILLING OR OBSTRUCTING THE 20'BL 7.5'U "I z 1-� 14 S 0 0 z 7,5'UE cv 2 C14 �l z L�2 UB L z 2 FLOODWAY IS PROHIBITED. D' 66--0(T 6 7. O'BLz 5'UE _jib -6�0 0 420 ,rZ0q:0:q - - 60.6_0- 11. THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY 0- 437.04' !��8232�4"W 990.00' MILLICAN LANE FLOODING OR FLOODING CONDITIONS. C14 512.96' a� 12X,- 32,58.40' (TOTAL)_ 6_ TION WILL REMAIN AS OPEN CHANNELS AND WILL <T� ix 1- 12. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDI 50 00 1 70�00' -0- - - - - - - - 1� BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE 70. - - - 11 - - - - - - - E LOTS. E FV 7, 5'U E4 112 b'� L� - f .4 �D I [_20'6[�� - __ - __ - - __ - COUIRSE$ ALONG OR ACROSS TH f 7.5'UE j5o_L� 61 10 -C) 76- L -7 5'U E 3: Z p r C, 13. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE -AE- (SHADED) ZONE -X- (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. '�3 1 0 -BASE FLOOD ELEVATIONS DETERMINED - 1% ANNUAL -0 48121CO270G, REVISION DATE APRIL 18, 2011. ZONE -AE-(SHADED) IS DEFINED AS 19 20 21 22 0 2 3 4 6 7 8 9 10 12 13 14 2 2 15 16 -AREAS DETERMINED TO BE OUTSIDE THE 0.2% 17 co 18 0 CHANCE FLOOD (100-WAR FLOOD) AND ZONE X (UNSHADED) IS DEFINED THEREON AS 0- Q__ L 5'WME (n 5WME 18 ANNUAL CHANCE FLOODPLAIN." OqL 00' 00' 6000'\ 5WME V) 2aoo' 4 - -4 - 6 0 � ]00 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL BE ALLOWED WITHIN AN IDENTIFIED "FIRM" FLOODPLAIN N9_872_T24"W_ AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO lox RESULT, 'THAT NO FLOODING WILL RESULT, THAT NO OBSTRUC11ON TO THE NATURAL FLOW RISE IN THE BASE FLOOD ELEVATION (BFE) WILL I C�_ S88*24'56796767 b CONSTRUCTION BECOMING A PARTY TO C5 0 S88-29'00"E 25125 0 OF WATER WILL RESULT, AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH MI --maw a"& Qaw 40' RIGHT-OF-WAY DEDICATION awm maw wmwwmwm=mmmw REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO FOOT ABOVE THE owwammommmomm 'mm an* 4mommoAmb ..... . no 'mm %�CIRF (LETITT),0 THE REO r_ MIMI Mnkl Onn kJAV 5/8"IRF 100-YEAR FLOOD ELEVATION. (NAIL FND BEARS SEE TAIL 'C" N88*24'56"W 1022.96 4 ESM'T - I (DEED N88*25*41"W 1022.80') TV` F�A!�, 11 ?005 28352 N65*1 I 3'22"W 4,53') S88'24'56"E 35' UTILITY ESM'T (PARTIALLY DEDI F, lot., 15. PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "PEnTT-RPLS 4087" FOUND OR SET, UNLESS NOTED (PA CA TED PUBLIC ROAD) f;PRDCT 35.43' INST. NO. 2005-57358 OTHERWISE. WHEN A RETAINING WALL OR ST.;KttN1NU FENCE. HAS or -UN PLACED Al THE REAR L01 %1VT%11#V_rN1 Q RPRDCT BE SET FIVE FEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. DENTON COUNTY FRESH 16. THE BEARINGS SHOWN AND RECID HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM - NAD 83 (COPS TEXAS NORTH CENTRAL ZONE NO. 4202).TEALL DISTANCES ARE SURFACE DISTANCES WITH A SURFACE TO GRID SCALE FACTOR OF DEVEI_,-_)P!,AENI_ CR, LLC 9 WATER SUPPLY DISTRICT NO, 10 Cj NO-42405 RPRDCT COMANCHE RIDGE DOC. NO Q1PRDCT DOC. , 2012 0.999849392677.1 ELEVATED TANK TION OF TAKING AND ORDER OF IMMEDIATE CAB. X, PG. 264-265 LOT 1 17. FLOWAGE EASEMENT (TRACT NO. L-1033E) SET FORTH IN JUDGEMENT ON DECLARA I I POSSESSION RECORDED IN VOLUME 414, PAGE 154, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS (RPRDCT), AND PRDCT FLOWAGE EASEMENT (TRACT NO. L-1032E) SET FORTH IN JUDGEMENT ON DECLARATION OF TAKING AND ORDER OF IMMEDIATE POSSESSION RECORDED IN VOLUME 427, PAGE 404, RPRDCT, ARE NOTED HEREON. ACCORDING TO SAID DECLARATION OF TAKING, THE FLOWAGE EASEMENT ONLY EXISTS BELOW THE 537-FOOT CONTOUR, WHICH IS SHOWN HEREON AS SURVEYED ON THE GROUND. ANY AREA ABOVE THE 537-FOOT CONTOUR IS NOT AFFECTED BY SAID FLOWAGE EASEMENT. CURVE TABLE CURVE TABLE RADIUS LENGTH LINE 'FABLELINE A LE_ CHORD DIRECTION CHORD DELTA NO CHORD DIRECTION CHORD DELTA RADIUS LENGTH LEGEND LINE BEARING DISTANCE Ll _S88*27'43"E_44�97' L2 NOI'36'36"E 5/1-.23' L4 Iq01'36'36*'E 40,98' _40,_98'_ _N01'36'36"E - -40.98'-- L7 N00'2U01"E ' 97,67' na Q7' L -,-NOD 20 01 E _. - N00'20'01"E___ 96,83' N00'20'01"E 96.83' L12 N04*52`21"E 73.38' L1,5 N1 51 Q'57 "E 72.06' 72.06, 5 N36'07*04"E 72.06' 1-16 'N46'3508E 72.06' L17 N57'0311"E 72,06' L IS L NO3'15'46"E 67.68' L'�0« E,d08'23'08"E L21 I N1317-3-t- 5&55' N18 5 _58.55' L-23 1123'04'53"E 58,55, L25.1 N3252'43"E_ 5&55-, 12 6 N37-46'3-7 58.55' L27 N142*jQ Q2"E 5& 55'-- L28 N47'34'27"E 5&55, - 5 21�2�:rE 58.55' LRT N57-22"17"E 58,55, L33 N72*441 8'E 74.43' N00,2'20"E 6T81' L35 NGG'5013"E 54,92' _�_36 _I N07'4Q�1�E 50,86' C11 '2534"E S88 3.41' �V`19_ 2710.00' .3.41' 1 C2 S43*34*25"E 117.61' _63' 157*06*53" 60-00' 164,53' C3 N46-3:1:2CE _117 T57-1'r12- 60.00' 164.61' C4 S45*18*40*'W 345,45* 87*24'07" 250.001 381.36' 1 C5 S42'21'44"W 705.01' 81'30'16" 540.00' 76816' C6 S41*20'15"W 1060.97' 79*27'18" 830,00' 1151-OU C7 N32*02'Z§�:W 117�21' 15513'25" 60.00' -0cy 162 * 55' CS N88'29'49"W 10, 20' 2*20'18" 2_50 10.20' C9 S87'51'32"E 4.63' 1*0344" 250,00' 4.63' CIO S03*58'21 "W 207>67' 71656" 1635:00' 207.81' C11 S03-58'Z�j �W 2 7 8' 7-16'48" 1660.0C 210.92' C12 N85*20'27"E _10. 206.73' 12'1 O'll 6" 975.00' 1 207.112' C14 N88-31'04 " �w 6_81' 0'06'41" 3500.00' 6.81' C15 N771 6'1 4"W 28.92' 22'23'00" 74,50' 2910' C16 N01*32'17"E 2.77' 135*14'01" 1,50' 3,54' C17 N80:20'47:E_ 28.92' 22'23'00" 74,50' 29.10' C18 N88*31'04"W 6.80' 0'06'41 " 3493.00' 6.80' C19 22.2S00" . 74:50' 29,10 C20 _S7T2255-E so_-r2!535"w _Z8,92Z 2.77' 135'14'01" t5o 3 54' 1 C21 S80,IiLo.�� w 28.92' 22*23'00" 74.5 _74,50' C22 N 70*40`47"W 15,73� 35'Z7716- 46,53' C23 N06*04'53"E 5.14' 117*44'03" 3.00' 6,16, C24 N78*11'15"E 34.12' _26:28'41 74.50' 34.43' C25 S78*20'1 5"E 35.54' 20'28'20" 100.00' 35.73' C26 S64*04'07"E 10.48' 8*03'55" 74.50' 10.49' C27 S07*28'20"W 6.54' 135 0(759- 10C 7.07' C28 S83-12'12:W 21.31' 16'26'46" 74.50' 21.38' C29 N88'31'qj: �W 6.83 1 0-06*41" 3507.00' 6,83' C30 N86:3f 5-3-E 16,06- 0-48'01 1150,00' 16.06 C31 N66-39'57"E 10.00' 1 0'29'54" 1150 00' 10.00* C32 72-46'33"W 16.02' 16'01'05" 57,50' 116.08' C33 _ ' 40 "W N79-13-40"W 22' 08'12" - 57,50' 22,22' -4 N76-32*1 2 .W 23,14' 1*1651" 10,35.00' 2314' C35 S03*58*25"W 173.96' _.�97 �1648"� -L,370 00" 174,07 - C36 �45,32�%V -r26- 1&00' 231-66' C37 _S�l S03*58*25"W _131.54' 137,13' _�g6 07*16'48" 1080,00' 137.22' C38 199.72' 06*17'26' _1_82000' 199.82' C39 _S10*45,32"V1 S03'58'25"W 1100.31' _27-_16'48" 790,00' 100.38' C40 - Sl 0*45'32"W g6L1_726- _1530.00' 16 7,98' C41 49' _k7LI 6-48�- �00�00' 63,53- C42 _�ioy_-,8�25-W S09*38'54"W _63 88.05' 04*04'09" 1240.00' 88.07' C43 23:V t!32*1 2L 69�33' 87'46'43" 50.00' 76.60' C44 _ N32*12'23"W 34.66' 87*46'43" 25,00' 38.30' C45 S46*31'06"W 1461.36' 89*48'59" 1035.00' 1622.46' C46 N77*49*10"W 404.91' 21 *30'29" 1085.00' 407.30' C47 N85 . 59'09"E 997.03' 53'53'52" _1100. OC`_ 11034.76' C48 575*13'5,4'*W 223.12' 32*23'22" _±00.00' 226,12' C49 N07*28'55"W 94,07' 18'02'23" 10_0-00' 94.46* C50 N46*34'26"E 70.76' 90*04'19" 50.00' 78.60 C51 15. 38' 90*04'19" _Z5,00' 39:30' C52 __U46*3426�E 543'34'25*'E 70.71' _90L0000"'_ 7&54' C53 :S:4�3-4�25�-E �35315 20LO0'00_ 15 _00' _39L27' LOT INFORMATION' SF-6 - 182 LOTS LOTS RANGE IN SIZE FROM 6,000 SQ FT TO 13,648 SQ FT 102 LOTS F LOTS RANGE IN SIZE 171ROM 7,200 SQ FT TO 14,610 SQ FT UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT SW&VE SIDEWALK & VISIBILITY 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 POC POINT OF COMMENCING POS POINT OF BEGINNING 57.5'R 57.5-FOOT RADIUS R.P. RADIUS POINT RPRDCT REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS trA DESIGNATES SUBDIVISION BLOCK DENOTES STREET NAME CHANGE OWNER: CADG COMMANCHE 248, LLC CONTACT: CLAYTON SNODGRASS 1800 VALLEY VIEW LN, SUITE 300 FARMERS BRANCH, TEXAS 75234 PHONE (469) 892-7200 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184 FINAL PLAT WINN RIDGE PHASE 1B 87.374 ACRES 284 RESIDENTIAL LOTS 21 NON-RESIDENTIAL LOTS AMENITY CENTER TRACT SITUATED IN THE WILLIAM LUMP IN SURVEY- ABSTRACT NO. 730 CITY OF AUBREY DENTON COUNTY, TEAS 0 J PETITT BARRAZA-3 ENGINEERING PLANNING SURVEYING 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. JULY 2017 SCALE: 1 "= 100' JNICHOLSOPETITTEARRAZA.COM JOB NO. 120311 --1 R wt . I t, =I, In the PLAT Records WINN RIDGE PH 113 it Numbert 2017-338 Nuaber of Pages: 4 Amount: 200-00 order#:20170802000335 By: J K SHEET 2 OF 4 » ! 5j8"CIRF 1 j2'"GiR� 4 � aair � c tx ' { -� i�� CALLFO r45.i ACRES cv C3 {PETiTT} (H&N) ANINA L IZ t tONG CADG COMANc c z48, z�c � � � BONAR � DOC. N O. 201 �1-1 561 acc. nod 2014 RVRD s � X ,.....,. ,.m W Y� SAVE & EXCEPT TRACT > OLIVER FLORES HERNANDEZ RPRDCT ;37.360 ACMES � 5 INST. NCB, 2007-49335 RPRDCT N88'27'43"W t CALLED 113.432 ACRES MUSTANG P.O.B.85.00' 10' MUSTANG SPECIAL UTILITY i 6 SITE PULTE HOMES OF TEXAS, L.P.' ' 1 "' m s DOC. NO. 2015-141656 RPRDCT DISTRICT ESM'T INST. NO. I� 22 2/ 2Q is 00 --3 *23 2016-90841 RPRDCT 3c`-'----,w. -•r t r.; o PARVItN 2016-94179 RPRDCT t 4 CL ih 8=N75m13'54"E IvIILIIGAI<r I" �'� tz PARVINLy KEY WAP251.01 5j8„GIBE N41'25'35"E 5j8"GIRF 5j8"CIRF I to W '21 F3YRA t> PROSPER L 254.3 ' (PETITT) 10.0c} (PETITT} (PETITT) z _.+ n- v> f w t J f t` N 0 n , n_. ,k.. *® tit a t25.1--_e • S88'34'25"E 938-.70' S88'31'St 5j"GIB= H cow Uj ` } 58"GIRF (PETIT IN RIDGE BOULEVARD _0 C48 o (PETITT) 0 'HARPER o S88'34'25'E,1159.-7 `#. i 0TO} OD ORF' .90518' s'"E toso.a7' Fill TRAP FISH 'RAP - t - µme > T 764.80' � n r, Eill � Ui N "TCi 5/3" CiR {PETiTT} 1 Q f (( sj"GtPFc, 4�. wME SEE DETAIL E C14 (PETITT) sa �! ''" r cS c� pp��s t9 385 �s p iyt✓ I '� 15'BL 7.5'UE o (_ t - - - - - - - - - - - - .._ - - - - ._ � .._. ____ v ._.s � ____ � _.__ .. - co 7.5'UE � �' 0 1 2 �� c� ` o "I`ai `° �o� 714. 30' 7.5'UE o 25 10�1'i `� © 380 G' 380 1 IriCif �J t7 �} o � j r� 0 � f i,Nr fr�a h 26'x26' w cuf 25z F LEGENDca GOOD C3P` nE SIDEWALK & � r y a €a h i h YISIBILaTY ESad`T 11 CIRSi88°34'25"W clRs ' „ Cr 4?' 52 r3 C'88°2 7'43"E S88'34'25' E cn S88'34'25"E r f - 4 ,� .` i� sic ` S ' � � _ i 20.14' '"� i CsRs � .s 714.80' '\,_ 1(5D. 1 ' Pr �a ' cox Q 3 2. 9' w o n It] 50.00' �'' S0- 17{i.41' N88"27'43"t� �.7 F o a 30 C5' a • Y . MM 11�M iMl lolll N88'3425"W 5a7.4Q' c,Rs N8549 D9 E dop/ - 1 i9.' - __ r WME f 5>o r.,.f15 ILL -) zFs & S88'2 ,'43"E h _ CO � fa 0 Ina � r " � . � I � Cat �c 1� "° % 47 �'' 120:00 120.26' 5 " tr 0 2 3 - q u3 a; S88 34 25 E ,n L.= 87. 73 c�_ n R w o � 1 M M f. 5 f i ICa O d( R WL53 + 47.97 TEMPORARY ACCESS &UTILITY ti? far- h' CIR it `°� IS" 26 Ca Q h 20'BL7,5'UE I SR9'T {BY SEPARATE INSTRUMENT) ¢ Wa' RS8$'23 4 E '' 120.00' I 0�.00 50.00 ' ~ I C S88 34'25"E - CIRS '04 I j f I f 117.09 �S cIRs .n S01 :�r1 3J W iY +p , i w R. P �j c! s 57"41'3Ef 1�, 2 a> - °' s�, A T �-r•�••p�-•�•�t t 8'34 25'"E 230 37' i� .- ' G, �2 __.. � 5t},O0 REMAINDER OF � f � rh.� t� �, 4.83' - h h tiL 1. t14lr��l:t I CALLED 145.1 ACRES O I ar a C30 1081.8 2 3 X `' L 1 ` D 32.21 50.00' a c+Rs i � +� 3� 4 �:. -�- - - - - � / CADG COMANCHE 248; LLC 10' MUSTANG SPECIAL UTILITY Z i6'DE tiVAIER LIt`!E ESM'T (t37 I 45 f '' T Q4 g1 7.5`UE 50.00' _ _ DOG. NO. 2014-20673 DISTRICT ESM'T INST. NO. j 1(X t - __ _ y+RS SEPARATE INSTRUMENT) f � � 24 h y�� 1~2 w y RPRDCT 2016-94180 RPRDCT � � �-CITY OF CEI_INA, TEXAS P4.' 'j,.. L63 s is r h I " ix u7 at 47 E 4 8. 4 { f0 in 0. N88*3425"W I DOC. NO. 2008-62468 CiRs cv o _ M p C ty u7 rt^' : " 4>° : 30' UTILITY ESM'T _ 158'S2 3D 0 �� , 33 �f I� 34 �35 ° 036� 03i6: +� co 44.00 � I 4 RPRDCT > o1of I� © oI I "'' VOL. 5194, PG. 497 RPRDCT I =57. 0 to �f � +- � 13' � � N -4- � � N37*29'30" : � >. ( LJ p F 16'DE z a .- 10' PIPELINE ESM'T f CCr LL N88 4 (n ° 120.00' . t° N88'29'00"W 165,70' 70.40' 50.00' 50.00' INST. NO:' 2006-22088 RPRDCT f o Q �- ��'f I 158.73' r - ' .rr 15.00= 30.00' - LC ;PAi^1F{ E ESM'T (E3Y L157 4319.94, 1 s� q •r•u .,.�, .,... P 10'I L `' , «5 0 5�8 GIRF E N88'29`00 W 371.13 CIRS �, �.m._ ..-.M. _ _ � . 1 'SEPARATE PNSTRUMEN'T 3. ( 2! r. - u _. CIRS �" NOTES: +� (PETITT) „ .,..... �a < ..� )J M, w ff , !Rs 1 f (DEED N88'29'23"w) 15' c SD1 3 3 A '� �z 1. WATER SERVICE TO BE PROVIDED BY THE MUSTANG SPECIAL UTILITY DISTRICT`. `7 NN B°23'24"w .. 1- I f _ . " ': r�-- r fi h I i_ cIRS 113, 45' r SAW Y �' -D in,I ' 0(0 14 �' u� h cn DRIVE cCs M 23.11.' f h fC TRACTSAVE & EXCEPT �f ' ! o o S8 23 24 ;I f f S88'27'43"E w 69.78'' Ca 15' c2 ! 9 C+RS C5 I r ' -I Iit�liDlI 59. fC14 la 1 b CALEl 145.1 ACRES 'r-11 N88'27' "CADG COME' NCHE 248, LLC 9� � � u F- w � „ DOC, NO. 201 --206 73 RPPDC-1 C+RS 1. DOC, 1 SD1'38'381 � 14 r~ 5 .D ' o �' 0 ,-, 8 8*27"43"E !F? I 7 f z 16 «, I t] SEE COMM ; vS&E TRACT f q 1 � ENCIN(_ � �� N88"110.15' DETAIL THIS SHEET"1 IR 0 fUj „ f I I! ff} 60.00` 70.15" 4 Lo 1 2 � }.0:, _:L) j 2j t`Ll I 62I6 N C Cam? � - •O�13I C5l S88*27�' 3` E CQ 60.0 t _45.27' � � 115,51 1 _ 1 / X - N88'23'24"W 647,31'� �. � rr_� � �� 15' - .� v 2a'BI. I f f 20'k7L Co � - t � ha•;� h IJ cff f ( � 2 5I � � r6. , ca I: 0 I C n� on- , 70»00' c I 70 00' 60.00' „ - 0 cC) ! 5. 5 E 02. Q CC, 0! _ _Sa ..._ _ m. 00 ��EO' CIGNT--Ol=-�-WA', DEDICATION--- o �� yfi N8$�2'i0'� 115.95' SEA. DETAIL D 5j8 GtRt (DEED N88 29'23"W 1169. 73') (PETITT) S88 (DEE 40' R.O.W. DEDICATION BY PLAT - (COMANCHE RIDGE ELEVATED DEVELOPMEN.l SCUU 1i- ,NS C k. LLC STORAGE TANK - LOT 2X) C1OC. NO. 2013 RPFdiJ T CAB. X, PG. 264--265 PRDCT � NIE fAB t LINE 1ABi E I _ NL f3E:ARIPIG __ -__ _ DISTANCE �.44 - _ LINE __ BEARING i DISTANCE _ : �88'2 i 4J E_. 9 f L3_7 i 09'13'20"E S6.89' L2 N01 *36 i6 E 5 , 23'� L38 N11'36 13 E L3 S88'27'43"E� 48.11' L39 N01'26_41"E 65.12' - L^ L101'36'36"E _ _._ `�E? 98�_,. L40 N04"59'45" E 56� 04' !0_1'3Ci'36"E 40.98' L41 N07'29'233"E 51.54-' L , J N61'36 36 E� 40 9E L42 -L43 N0753'41'E 56617'' 1100`2001'E... 97.67'_ N0939'11"E 5&49' _L7 18 01 .E 96.83' L44 N11'51'05"E 70.03' ~64.70' __C 9" _N00'2Ci N00°20 01'E 96.83 L45 -,NOT'09'43"E L.10 NOCT'?0 Ql 4:LL c 3' nG. L46 NO3 56'41"E _ 58.66' - L11 58t3'23 24E "�t}' µ L47 N06'39'08" SI3.66 _ L12 PI04'5' 1 E; 7 3_38 L48 N07 #3 43„C 55,72' L1 5 N1`�'1C 57E 12.06 _ L49 N 0 9 03 52'E 57.58 Li 4 I tV25'39'01 " E., .. _7 06' L50 N10'40'31 "E 52.90' Li5_.. N36'0704 E 2.06' � L51 N1 18'41F 59.29' 1_16 N46`3 a 08'E 1,06 I t_53 500`20'41"Y� 16.77' 1i77 �-N-5-7_U.� t 1 c._.._ 2 r .�. 0�' L 18_ N68' >C )9 E 85. 2 Li9 Nf)u i5 1� Ce. bl.t?5' L%t� _ Pd0E3'%3 t>H a.: Sb.55' L t 1,11 10 58 F L 3 N23`U4 58-55' L )1 N r 5a 1F E � 58.55 i 5 N3 5 5 F, 58 55 L26 N3146 31 E I 58 J5 L' 4) 3' E _ 58.a` _I L 8 1 P�47'3; 27 E 1 58_55_- i � 51 N62 16i' E 58.5> � i 32 N67 10 06 C 587 55 53 4 `P" 2 e 1w F 1 711.4 kit dO2�C'?2CI: _ L 1 L36 N01 40 18 L � JC) 86 LOCATION MAP N.T.S. N88 z9 0a w a 50.00' ,� , , 2. UTILITY PROVIDERS: 0 x1 C SIB L & VISIBILITY co a (ca) ELECTRIC & OAS SERVICE: COSERV 7701 SOUTH STEMM0N5 ES T� SIRE INTERSECTION 10' MUSTANG SPECIAL UTILITY i I r 2 cn u) 0 o CORINTH, TEXAS 75065 1-�800-274-4014 (TYPM EXCEPT AS SHOWN OTHERWISE) DISTRICT ESM'T - INST. NO. Q a 2015-144854 RPRDCT~---`*-j -�s w w ` (b) TELEPHONE SERVICE: AT&T z 2301 RIDGEVIEW DRIVE i f a- U PLANO, TEXAS 75025 ( rya (972) 569-3084 0 0 Ld 3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY. z c <� _ 4° THE MAINTENANCE OF PAVING, GRADING ,AND DRAINAGEIMPROVEMENTS AND/OR EASEMENTS SHOWNON .THIS PLAT ARE THE c' ct < RESPONSIBILITY OF THE CITY OF AUBREY. APPROVAL OF THIS PLAT BY THE CITY OF AUBREY DOES NOT CONSTITUTE ACCEPTANCE OF CC SAME FOR 'MAINTENANCE PURPOSES BY THE CITY OF AUBREY, THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF to > `�' DETEN11ON STRUCTURES OR GRADING, DETENTION PONDS, , as � 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 OBLIGATIONS OF SAID OWNERS SET FORTH IN THIS PARAGRAPH. z E 6. ALL UTILITY EASEMENTS FOR FRANCHISE DRY UTILITIES SHOWNHEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE USE OF a- THE FRANCHISE DRY UTILITIES UNLESS OTHERWISE NOTED. (,REMAINDER; < � C.M. JACKSON & ORO JACKSOfJ � 7. LOTS ENDING WITH AN X ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF X" LOTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS VOL. 546, PG. 12 RPRDCT ASSOCIATION (HOA). Q }}ff } J IF 8. MAINTENANCE OF WALL MAINTENANCE EASEMENTS SHALL BE THE RESPONSIBILITY OF THE HOME OWNERS ASSOCIATION (HOA). � II 9. ALL SURFACE DRAINAGE EASEMENTS SHAH. 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 0R OBSTRUCTING THE I FLOODWAY IS PROHIBITED. I 11, THE CITY OF AUBREY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY OCCASIONED BY (PARTIALLY DEDICATED FLOODING OR FLOODING CONDITIONS. PUBLIC ROAD) f 35' UTILITY ESM'T INST. NO. 2 00 5-57358 RPRDCT) 29'00"E 1090.27' TO 5/8" CIRF PETITT D N88'2W23"W} ( %'� -- - - m - ,rt (PARTIALLY DEDICATED PUBLIC ROAD) WCX 5E TRACT BRYAN ROAD SEE COMMENCING DETAIL. RETAIL PARTNERS, LP - THIS SHEET I DOC, NO. 2011-116244 RPRDCT TABLE DELTA RADIUS LENGTH _ CURVE NO. _ CHORp DIRECTION CHORD C35 S03'58'25"W 173.96' 07'16'48" 1370.00' 174.07' C 6 S1G'-i-532"W 23 554' 06'17'26" 2110.00' 231.66' C37 S03'58'25"W 137.13' 07.16'48" 1080.00' 137.22' C38 S10'45'32"W 199.72' 06'17'26" 1820.00' 199:82' C39 S03°58'25"W 100.31' 07'1648" 790.00' 1001.38' C40 S10°45`32"W 167.90' 06'17'26" 1530,00' 167.98' C41 S03`58'25"W 63.49' 07`16'48" 500.00' 63,53' G42 S09'38`54"W 88.05' 4' 4'09" 0 0 124 0.00' 88.07' C43 N32'12'23"W 69,33' 87'46'43" 50,00' 76.60' C44 N32'12'23"W 34.66' 87'46'43" 25.00' 38.30' C45_ S46-31'06"W 1461.36' 89"48"59" 1035.00' 1622.46' C46 N77'49'10"W 404.91' 21'30'29" 1085,00' 407,30' C47 N85"59'09"E 997.03' 53 5352" 1100.00' 1034.76' C48 S75'1354"W 223.12' 32 23'22" 400.00' 226:12' G N07428'55"W 94.07' 18'02'23" 300.00' 94.46' C50 N46'34'26"E 70.76' 90'04'19" 50.00' 78.60' C51 N46'34'26"E 35,38' 90'04'19" 25,00' 39.30' G52 S43,°34'25"E 7031' 90'00'00" 50.00' 78,54' C53 S43.34'25"E 35.36' 90'00'00" 25,00' 39,27' BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACR08S THE LOTS. 13, THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE• i •(UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. 48121CO270G, REVISION DATE APRIL 18, 2011. ZONE -AE- (SHADED) 15 DEFINED AS -BASE FLOOD ELEVATIONS DETERMINED - 1% ANNUAL CHANCE FLOOD ii •#i AND ZONE X (UNSHADED)DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE ANNUAL CHANCE ••R` 14. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM THE CITY OF AUBREY SHALL 13E ALLOWED WITHIN AN IDENTIFIED "FIRM' FLOODIPLAIN AREA, 11 AN I i THEN ONLY DETAILED FILOODPLAINDEVELOPMENT i AND STUDIES SHOWNO REQUEST.RISE IN THE BASE FLOOD ELEVA11ON (BFE) WILL RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUC'nON BECOMING A PARTY TO THE • • PERMITTED.i FLOOR ELEVATIONS SHALL BE A MINIMUM OF • FOOT ABOVE it ••i ELEVATION. BOUNDARY15. PERIMETER CORNERS• .•i NTH CAPSMARKED "EIIT1`-RPLS 4087" FOUND OR BEARINGSOTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT THE REAR LOT CORNER, A 5/8-INCH IRON ROD MAY BE SET FIVE PEET (5') FROM THE REAR LOT CORNER ALONG THE SIDE LOT LINE. 16. THE SHOWN i RECITEDHEREON " • i TO THE TEXAS STATE PLANE COORDINATE SYSTEM - NAD 83 (CORS TEXAS NORTH CENTRAL ZONE NO. 4202). ALL DISTANCES ARE SURFACE DISTANCES WITH A SURFACE TO GRID SCALE FACTOR OF i " i f M " " " FLOWAGE17. (TRACT NO. #,33E) SET FORTH IN JUDGEMENT ON FLOWAGEPOSSESSION RECORDED IN VOLUME 414, PAGE 154, OF THE REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS (RPRDCT), AND NO. i32E)ISET FORTH IN JUDGEMENTON DECLARATION iIMMEDIATE POSSESSION RECORDED IN VOLUME 427, PAGE 40k RPRDCT, ARE�NOTED HEREON. ACCORDING TO SAID DECLARATION OF TAKING, THE FI 0WAQF EASEMENT ONLY •W THE 537-FOOT CONTOUR,# # i ON `• i . ANY AREA N01'25'35"E 10.00' 5j8"CIRF (PETITT } S88 31 50" E 220.68 i r S88`3�-'25„L �.�8.70 � Allow 0" 5j8"CIRF MW MW ar* WM ww .or 25.00 am*s 64.83 W 130:85 (PETITT) 5j8"GIRF Q O (PETITT) h C28 S88'34`'25"E 128.30' Ul) S88`27'43"E 0 C"Io C2 cif z S88'34'25"E 23.69'' ° CK7 C' 2 7 X 162.91' r~ C21 42.08' C29 Cy S� o _ c 71.38' S88'2 4 8I 88' N68'06'05"N C2S N4 9.57' 3 C2 C14 C9 .' 52. g88'34'25"12_8�8I 9 _er_ - 22.24' N88'34'25W8 12' sTlGLBOULEVARD hi (� Uj Q 42.08' N882743WWVN 2369'o� 45. 36 ` z I O ._._ -.., - _ _. - - - S88"34 25 E 714.80 7.5'UE z w + .._.. _._ �.. � ...._ __ __ - .® -. -. � 0 39.76' 80.69' o S88'31 50 E 120:45 w_m___T 7.5'tr-__ ssr - f 25.00' 120.41' 25X �1 .. 4 CIRS y170.41' L c V�aN88`3A'25 CIRS�, c I I Wily-111 RF K LOT INFORMATION 20X-23X AND 25X-27X ARE FOR LANDSCAPE rE BUFFER PURPOSES. FINAL PLAT 87.374 ACRES 284 RESIDENTIAL LOTS 21 NON-RESIDENTIAL LOTS AMENITY CENTER TRACT SITUATED IN THE WILLIAM LUMPKIN SURVEY- ABSTRACT NO. 730 CITY CAE AUBREY DENTON COUNTY, TEXAS Find for Record OWNER: CADG COMMANCHE 248, LLC u in the Official Records Of: Denton County ONTACT: CLAYTON SNODGRASS IENGi1`�IEc ICI PLANNING t.;1`��''i�4C: On: 8121201711:26:15 AM 1800 VALLEY VIEW LN, SUITE 300 fit the FLAT Records FARMERS BRANCH, TEXAS 75234 TBPE FIRM REGISTRATION NO. 1488 WINN RIDGE PH 18 PHONE (469) 892-7200 TBPL.S FIRM REGISTRATION NO. 101068 Doc Number: 2017-338 Number of Pages: 4 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Amount: 200.00 LS OF RECORD: JIMMIE D. NICHOLS Richardson, Texas 75081 Fax No. (214) 340-3550 OFder#:20170802000335 REGISTERED PROFESSIONAL DATE: JULY 2017 SCALE: 1 "=100' y: JK LAND SURVEYOR NO, 5184 JNICFIOLS@PETITTBARRAZA.COM JOB NO, 12031--- 1B SHEET � CIF' 4 WHEREAS CADG Comanche 245, L0. is the owner of tha: carton tract at land Atuatea in the WiLLIAM LUMPMV SURVE!, ABSTRACT NUMBEF-,' 730, in Denton County, Texas, ono' being put a! a called 14a� care trccz descrioed deed ir CADG Comanche 24Z, U_Ct recorded in Docurnent Number, 201L-2067:�, Reci Property Pecords. Dento:- Texaz (R-FRDCt. and being part of 0 call,ed 24&67 acre tract described in deed, to CADC Carnamne 24E. LLC� records, in Document Number 2013--71194, RPRDC7, and b5ng more particulariy described as falloWS7 BEGINNiN�� C1 C 1/2-Ocn &on rod found at an intedov "ELL' comer of said :248.57 acre tract. and being tkz nortnwasi corns, oV thot certain tract of land described ir, deed, to DeveloDrnent Solutions C-F_ LL�, recorcec i�- 2015-14445a RPRD07. said iror� rod also be�np locoxec cr the apDrox!rnaxe cenceri�n,_- t- 7FENCL Soon, 020111" Wen, YNth the approxialve centu a! War roav and wit. or eon west it, W so' ��:F_ LLI Yaw a dinance of 5GAS ren z, c 5/b-hwt Won r0, jor inc fmns w in, samenniow souinean carte o son 105 7 owo Krow eyj Scutn QTYT�' Wes--_ cilstcnc,,�, 46`�-,.0 fee-, 0ENCE NwQ. 17TY23 Wes� aeparting the wer ime of sco Devsmrnen- SoiutionF CF.. LL�_' icrcc� of B)Tcn Rocz, c distancz of 55NE fee, n c 5,`F, iro� c wit or opp,!-�, - I n cr --. ro r, caj,, ro j� 4,06 corne. THENCE over ano across said 245.67 acme traw to 5/5-Inch iron racs with cac market "PE777-RPLS 405� set to- cornen ne fdiowing courses: Nut 4257 W Wes-. -, dis,�ancIE� o�.' 42.0 fen E71940" Wen. c d4tance of 1Z.62 fee S Wes_ c distance o-I' 20.0`,,, ieet SO,: v 0 0, '2 21L North 890939" West, a distance of 50.00 feet; North 00'20'01' East, a distance of 20,00 feet; North 89'39'59" West, a distance of 240.00 feet; South 00'20'01' West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01" East, a distance of 20-00 feet; North 89*39'59" West, a distance of 240.00 feet; South 00'20'01" West, c distance of 2-0.00 feet; North 890930 WeN, a distance of 50.00 feet; North 00'20'01 " East, a distance of 20.00 feet; North 891159" Wek, a distance of 240.00 feet; South 00'20'01" West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01 " East, c distance of 20.00 feet; North 890919" West, a distance of 194.34 feet-, North 01'02'06" East, a distance of 93.58 feet; North 18*55'36" West, a distance of 103.02 feet; North 0049'48" East, a distance of 90.40 feet; North 09154C Wed, c distance of 72.29 feet; North 56'18'27" East, a distance of 117.82 feet; N o r th 46'23'0"' East. a dist once of 86 . 42 few; South 82010" East, a distance of 113-74 feet; North 071649" Eck, a distance of 20.00 feet; South 82*23'11" East, a distance of 50�00 feet; South 07*36'49" West, a distance of 192.87 feet, said iron rod being the beginning of a tongent curve to the let; Southwesterly, with said curve to the left which has a central angle of 7'16'56" , a chord that beors South 030121" West, c distance of 207.67 feet, a radius of 1631CO feet, and an arc length of 207.81 feet to the end of s5d curve; South 00*20*01" West, a distance of 16.77 feet; South 89OV59 " East, a distance of 120.00 feet; North 00'58'27" East, a distance of 63.03 feet; North 033517" East, a distance of 5153 feet North 05'07'06" East, a distance of 53.53 feet; North 07'0339' East, a distance of 52.59 feet; North 07*36'49" East, a distance of 249.53 feet; North 08'17'05" East, a distance of 52.82 feet; North 09'37'14" East, a distance of 52.32 feet; North 101559" East, a distance of 5132 feet; North 12*26'31 " East, a distance of 65.12 feet; N orth 76'05'44" West, a distance of 20.00 feet; North 13"54'16" East, a distance of 50�00 feet; Son-, 751541� Ecs, n dis,,once, o-' fer,-, NorO i3'54�1e�' Eas._ a distance a f 20.00� fee-,; Soutt-� 76'05'44" East, c diszonce of 50-00 fee-.: So&h 13044 6' West, c distance of 20.00 feet; South 76*05'44" Eost. a distance of 240.010, feet� North 1,3'54'16' East, a distance of 20.00 feet-, South 769544" East, a distance of 50.00 feet; South 13'54'16" West, a distance of 20.00 feet: Soutr, 76T544" Ean, a distance of 4011.53, feet; i\, crtr: 1 3 '5 4 " 1 C Eas�_ a distance a f' 125.5E fee.7� Sout; 7EV 301 Eau, a Mstance of 150.17 fen. Scut! 67TV12" Eak. a distance of 158.24 feet. scic' iror� roo beh�,. the beginninip of a non -tangent curve zc tri;e, righ', Northeasteriy, with said curve to the right, which has a central angie of 441815", a chord thot bears North 420103" Ed&, a distance of 825.79 feet, a rodIs of 109!00 feet, and an orc length of 846.73 feei to the end 0-:� sold curve; And Nortli 0115'315" East, a distance of 113.26 feet to c 5/5-inch Iran rod with cap morked "PE-11TT-RPLS 4087" found for come:-, said iron rod being located on the southerly line of that certain tract of land described in deed to Pulte Homes of Texas, L.P., recorded in Document Number 2015-141656, RPRDCT; (Cortinum THENCE wAn sat southeny !he of s5d FORE, homes Of Yexcs, "k zrow, the fonwing course�; -c roc� wit marj<ec. "Pr71Tj`-RPLS 4067' founc fu cornen Souzr, Ecz,_ o distance- of 192L52' fee-, South 120021" East a distance of 4&39 few. s06 ire; roc, being the bel-nnimg a-,,- a non-tcrigeni curve tc the righ.,- Nonneuster;. wit- saiz curve tc inf right wniO no, anVo c" 14TV40 to chord that bean Nort, 83254C Eon, c domnco & 28aAl fen. c w5kn lOE500 fec.. an: c- =7 is"n of 28ACC fam, 7i n;� ent o? sat cuwa- sm7� SFZK�y Ecy, a cpsnanc: c� Z215E fw. sok k�- oe�� 24 segnoYn r n vangen curn 7: �c Kq, Soutnecsze��, wAF saw curve = thr A&I whic' T1W L CWUO anys W 21W29'. c cnom tn& own Soo,- 77'4--2`,,C` Eaz- i� diNtancs of 42a57 feen. c rclus a" 1135.0r� �ee-.- oF,�, an ienqt�- t. tt-� enc cv sain ciTn- SmAn C7131T Eau c cAstance of 371hil few saic rw ohing the oegi"Q o-� c tongen,, curv,�- Nortneasterj� Sh said curve to the lef-, wh,c��. hco c cenua, ongle of 52:,53'521', c chiom tho-� deans 85TWO�' Ecs,�� c: distarics of 251.71 few, c radius of fee., cric. an cro ieng-tn o- 09F7.7,-� feet tc zr"-_ enc 0� sc�z curve Ncrtn Ecs-_ c 0stance of 103.02 few. said iror, roo being the be in .n c- c tangent curve to tn,� righ.: Norlheasxen5� VAIn sain curve = the Q41 Wn"r nos o cenzm: crigi-, c-' 32112Y. c mom mal. bears Now, F715z" Fcy f Tsvoncv- n" 25'.2' fmi c radoF c" 45001 On onc 0� C7 !er�a� c` 2,�:'`_-:��, �e�F� t: Or e-� SL 1_ BF2, F: c 21�R let. saw va: %z Sol PuNt women & yews, Lk son, sdo 40- cot own own; Maim m. tn�� vres�.e:-�, Form to Market Road Number 1385 (variable width right-of-way - F.M. 1385); THENCE South 01'32'17" West, with said westerly right-of-way line, a distance of 497.96 feet to a 5/8-Ach imn rod with cap marked "PETITT-RPLS 4087" found at the easternmost southeast corner of said 145.1 acre CADG Comanche 248, LLC troct; THENCE North 88'29'00" West, with a southerly line of said 145.1 acre tract, a chstance of 50.00 feet to a 5/8-hch iron rod with cap marked "PETITT-RPLS 4087" set for corner; THENCE over and across sold 145.1 acre tract, the f0lowing courses to 5/8-inch iron rods with cap marked "PETITT-RPLS 4087" set for corner-, North 01*32'17" East, a distance of 358.01 feet; North 88*34'25" West, a distance of 170.41 feet; South 01*25'35" West, a distance of 41.35 feet; North 88'3425" West, a distance of 507.40 feet-, South 01'25'35' West, a distance of 120.00 feet; South 88'34'25' East, a distance of 47.97 feet; South 01 '2535" West, a distance of 50.00 feet; North 881125" West, a distance of 40.00 feet; And South 01*25'35" West, a distance of 145.61 feet, said iron rod being located on said southerly line of 145.1 ocre tract; THENCE North 880100 West with said southerly line, a distance of 371.13 feet to a 5/8-kch Won rod with cop muked "PETITT-RPLS 4087" found at on interior "ELL" comer of said 145.1 acre CADG Comanche 248, LLC tract, THENCE South 01*,32'17" West, with an east Ike of sId 145.1 acre tract, a distance of 850.00 feet to a 5,18-inch iron rod with cop marked "PE11TT-RPLS 4087' found at the southernmost southeast corner of said 145,1 core tract, also being located near We approximate center hne of said Byron road, and on the north line of Lot 2X of Comanche Ridge Elevated Storage Tank, an addition to Denton County, Texas, according to the Final Plat recorded in Cabinet X, Pages 264-265, of the Plat Records of Denton County, Texas (PRDCT'); THENCE North SM00- Wen, witri sWd approArnate center line of Byran Road, ano wRn the nonn Me of said Lo- 2X, a 0stonce of 1169.96 fee, to a 5/8-inch iror, rod with cap marked "PET17-RPLS 4087" found for corne!-, soic iron rod being located at the northwest corner of said Lot 2X and the northeast corner of that certain tract a-,,' Iona described in a deed to Denton County Fresh Water Supply District No. 10, recorded in Document Number 2012-4240��, RPRDCT; THENCE North 88*24*56" West, continuing with the approximate center of said Byron Road, and with a south line o� said 145.1 acre CADG Comanche 248, LLC tract, a distance of 1022.96 feet to a 5/8-inch iron rod found for the southwest corner of said 145.1 acre tract and the most easterly southeast corner of said 24&67 can tract; THENCE North 88*23'24' West, continuing with the approximate center of Byron Road, and with the south line of said 241167 acre CADG Coma"he 248, LLC tract a distance of 1269.30 feet to the POINT OF BEGINNING of herein described tract, contoinhg 12?734 acres of land, SAVE AND EXCEPT the following described 37.360 acre tract of land, leaving a net area of 87.374 acres of land. SAVE AND EXCEPT TRACT: BEING that certain tract of land situated in the WILLIAM, LUMPKIN SURVEY, ABSTRACT NUMBER 730, in Denton County, Texas, and being par, of c called 145.1 acre tract described in deed to CADG Comanche 24B, LLC, recorded ir, Document Number 2014-20673, of the Real Property Records, Denton County, Texas (RPRDCT), and being port of c catied 24&67 acre tract described in deed, to CADG Comanche 248, LLC, recorded in Document Number 2013-71194, RPRD0,T, and being more particularly described as follows: COMMENCING at c 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at the southernmost southeak corner of said 145.1 acre tract and being located near the approximate center of Byron Road (partially dedicated public road), and also being located on the north line of Lot 2X of Comanche Ridge Elevated Storage Tank, or addition to Denton County, Texas, according to the Final Plot recorded in Cabinet X, Pages 264-265, of the Pic-, Records of Denton County, Texas (PRDCT); THENCE North 01*32'17" East, with the westernmost east line of said 1411 one &act, a distance of 347.87 feet to c point, from which a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found at an interior "ELL" corner of said 145.1 acre tract bears North 01'32'17" East, (3 distance of 502.13 feet; THENCE North 88*27'43" West, deporting said east line, and over and across said 145.1 ocre tract, a distance of 185.00 feet to a 5/8-inch iron rod with cap marked "PE11TT-RPLS 4087" set at the POINT OF BEGINNING of herein described tract-, THENCE continuing over and across said 145.1 acre tract, the following courses to 5/8-inch iron rods with cap marked 'PETITT-RPLS 4087" set for comer: Nonn SET12& vyes� C dislance 07 1160.11 fen� North 010-5- , 3 6, '; Ea Ez: . c� distance a- 25�0c, few: North 88'23'24` Wen, c, distance a-,' 50.00: feet� South 01 *36'36" Wes-, c distance of 20.00 feet; North 88*23'24" Wes I; a distance of 240.00 fee; North 01 *36'36" East, a distance of 20.00 fee+: North 88'23'24" Wen, a distance of 50.00 feet; And South 01'36'36' West. a distance of 24.511 feel; THENCE North 86'23'24` Wes-i, continuing over and across said 145.1 acre tract, and, said 246.67 acre tract, distance of 785.00 feet to a 5/8-Mch !ran rod w1h acp marked "PE-PTT-RPLS 4087" set for comer; 7HENCE ove and acros-- sait 24110 core tran, th�: folioyin(- coutrses to 5/8-inch iron rods m4th cap marker: `PE7=RPLS 40EE7� fc-, corne--: North 011616' Eas-:�- o distance of 117.45 feet, s5d inor rod b5ng the beginninip a' a nor -tangent curve tc the right; Ifortheasteny, wit, said curve to the right which has c; centroi angle of 650T;`, a chorc' that bears Nortr 851543" Eck, a distance of 26.82 feet, a radius or 225�00 feet, and or, arc length of 26.84 feet to the end of sod curvo North 00'59'17"Wes�,, a distance of 50.00 feet, said iron rod being the beginning of a non -tangent curve to the left; 'Cwviruez� angle o-�' chor�j thal- bears S 86115E" West, c distance 0 24.4a feet, c radius of 275.00 feet, anc c7 aro jerigtj c,-,' 9-4.44 feet to the ent of add cu�e� Nuth 120020 Wes;,, c. diiiistcnce a- 24C%82, said iron rod being the beginninq c non -tangent curve the right: Northeasten;. vyAn SO: curve w the right wNQ nas c centrc! ongis 04 ch,uct that bears Nort- BMW Eau. c d'istance c- radius of 515.00 feet, ant c�, -,7 ien,,gtr� 2�j.,30 feet to the enc of saic curvw Nut4 05110V Wen. c onfunc, st %Z Te". sw imn roo nem�, the� o- o curvs 1V 01 Oft, 10.0weslyr, WA scn sz-� e� ynn' ncy a cemr, anpn v 5:1 F! wm DeaT sow-,� 3,1055 Wen. C Wszonn 1 nooi%,z y 55&00 fen = c Oro wqq,- cl 2�.V7 iee7 = tne e,-- a- saic curm No"v 120W27 Wes. c c0unc, 24L21 me, sak. Nor, rot being 0z begnur; Y' s nor-wrigen curva We hj,�, Northecsten,% witli sat curve to Inc Ant whib, has c cenua: ongis a- c chore tno-, pears Nort 3TT'1W' Eas� o distance o' 2a0l fe&. c radius of 8010C fen, ano ar, or,:: iengt� o-T 20.00, feet to the en-. of sdd cux�--, 0E,*,3e,0,-:,` wes�_ C custance of 50-0C� fee-_ soit iron rot being the beginning o" c, non-tcngen-, curv-_ t:, the le-t� �n Sat curve za tris le� wnicn. ncz� z cenwal onpa o-' -,7_Z� o choro the-, dears Sou'-- sc-715 wen. sc 7 histc"Ce Z` fe�:r, rcd, cl 8510C fee, ane or orn mpti 23.0 fee' tc the en;.-, c" soft curv; THENCE South 88*34'25" East, continuing over and across said 248.67 core tract, and said 145.1 acre tract (a distance of 27&39 feet to a 5/8-inch Won rod with cap marked "PE11TT-RPLS 4087" set for come-, THENCE continuing over and across said 145.1 acre tract, the following courses to 5/8-inch iron rods with cap marked "PETITT-RPLS 4087" set for corner: South 01*25'35" West, a distance of 49.67 feet; South 72*25'57" East, a distance of 226.23 feet, said iron rod beling the beginning of a non -tangent curve to the right; Northeasterly, with said curve to the right which has a central angle of 188'34'52", a chord that bears North 630645" East, a distance of 114.68 feet, a radius of 57.50 feet, (radius point bears North 59MW29" Eastj and an orc length of 189.25 feet to the end of said curve; South 670155" East, a distance of 253.29 feet; North 220005" East, a distance of 17.64 feet; South 670150' East, a distance of 5aOO feet; North 220605" East, a distance of 10.00 feet; South 670150 East, a distance of 173.37 feet, said iron rod being the beginning of a tangent curve to the left; Southeasterly, with said curve to the let which has a central ongle of 21*46'48", a chord that bears South 771710" East, a distance of 438.31 feet, a radius of 1160.00 feet, and an arc length of 440.96 feet to the end of said curve; South 88*52'47" East, a distance of 428.54 feet, said iron rod being the beginning of a non -tangent curve to the right; Northeasterly, with s6d curve to the right which has a central angle of 1561130� a chord that bears North 370130' Eck, a distance of 112.67 feet, a radius of 57.50 feet (radius point bears North 49*03'15" East),, and an arc length of 157.43 feet to the end of said curve; North 57'41'38" East, c distance of 42.83 feet; South SETS24" East, c distance o� 118.11 feet.; South OV-72"17" West, a distance of 246.OD feet; North 88*23'24" West, a distance of 19.94 feet; South 01 '36'36" West, a distance of 50.00 feet; South 88*2324" East, a distance of 70.36 feet; South 01 *36'36" West, a distance of 120.00 feet; South 88*25'0,3" East, a distance of 69,78 feet; South 01 *32'17" West, a distance of 120.00 feet; North 88'27'43" West, a distance of 19.94 feet; South 01'36'36" Wes' t, a distance of 50.00 feet; South 882141' East. a distance of 20.00 feet; And South 01'32'17' West, a distance of 120.03 feet to the POINT OF BEGINNING of herein described tract, containing 37.360 acres of land. APPROVED AND AC,-EP7=-: SEAL I ki ISO, Jul 104040, WAY ICE" City�lof Aubrey, Texas -the undersigned, the City Secretcry of the City of Aubrey, Texas hemby certHies that the foregoing final plot of WINN RIDGE PHASE 1B, on addition to the City of Aubrey, Denton County Texas, is hereby approved by the City of Aubrey this 001" 0� 2-0117, anc' the City a-,' Aubrey does 6-ept the dedication, of stmets, utHity easements and drainage easements cz� snown ond' set forth in anc upon sai-d finai pic-., Ano thc� I the City of Audrey furthe7 autnorizec the Moyo to note the acceptonce thereof by signing thei, namz& oF herein above subscribet'. Attest this x%f day of I WAY 2017 CAN Jenny Huckobee, City SecretwS City of Aubrey, Texas OV14ER? THEREFORE. KNCA,-' ALL MEN B� 7HESE PRE%N�0�:' ThaL CADG COMANCHE 24�� L-IC, o, Texas Linket Licbiiity Company. acting herei onc tcnrougn iIs� oui-y authorize� ofhcer, does hereby adopt this plat designating tne hereinabove, describet. properi',,, as )NININ RIDGE PHASE IIE..� c-, addition to the City of Aubre), Dentcm County Texas, and does nereby dedicate to the Cky of Aubrey (the 07�, f7 fee simpie, the streets and public use areas shown hereor., anc does hereby aedicaw the easemenis Show—, herec�- fo;- the purposes Indicated to tha exciusive use forever of the C17T suit dedications bei��g free an"t C!e-z- o' G�� iie7f_ anc encumbrances except as shown herein. No ft-noes, trees. shrub-z: -,- oinw irn-�rovernm-,_s sh& be constructed or piaced Upon, over 07 across the ecsernenns w sda Wc! At toe TSCMt&� :' thl CA' ono subjeci i-, z� written apDrov-�a_ ut'iQ easement: mc; - no, ot, user' v�e rnu-,Uc� Us��- cir�_ oi- :,ub�ls desty, to usc Same. uniesE tne eosern�i hrrin inc aw 7; c ourticyc 10n a an0s, M� usa 01 Ouj'- jtvi6es oem; subwonate to the C17Y use tharez Rnn oum-, 1�tilii�v g,!VE�, t-i't rhf� DV VW C za :ne SO sasennentv shoF how the righi to rernow an ken nornavel N or pwt 07 07: or gmwy�, whic- ;.- - - wit., resoevivE syslerr, on c1% 0, wAst wasernems. A� ounn: ulon, S; : C- T. 07Z7 An- W; yon ir,gres-r- cn�� egre�37 to ant son GhC UPC� �3oW OUSI110jAl TOr MC purpons a. conovuuk; rwananaM jnsp��,c��nq, potroHM, rnointa,,ninig onc- or ocri 0" 4: resne0ko w& mv Ocest" o�- onk. tirm-� mys.1 mn Womor; anci defend 0 one sinquic7- tbr� c!br:,V�� streets. easemenn arc rigrz: onn 20C &� Ggahn an-� persori winomsoever cornes iowfuQ clakning n- to worn mc surne or any pcn -ne?.ec'. -�jr;Dcert �E !_cate,� vith�r the the C11y 0" AUlbre,. Tnl-- Pic-, aporcv,� is at tne plutting, ru�eF cr%�- c-' Aubrej% Denton CounQ4 Texoz, j Low, W`itnem rny hunt this co.� c�� 277 CA[DG iZ;omanme 24::_ L.Q c Texasilmited ilabifiiv cornpw: CAC,2 irloldinqz�, LL-__ �' Texas Limiled LiGbillt�V ��Ornr)C-� 1� Son maraqK7 memn- By. Name: Mehrdod Mooyedi Its. Manager STATE OF7EXAS COUNTY OF DALLAS Too This instrument was acknowledged before me on the day of TVL;� ___ ' 2017, by Mehrdad Mocyedi, Manager of 2M Ventures, LLQ as Manager of MMM Ventures, LLC, as Manager of C DG Holdings, LLC, as Sole Managing Member of CADG Comanche 248, LLC, a Texas limited liability company on behalf of said company. ,,:-,-iwven nde m and and Seal of Office, this day of 201 7� am a SRUCE DAMON $RoWNE t' NE RAcry Public in and for the State of Texas Notary pubj�-_. pWa of aa Texas 7 COMM, EVOOS 12�0402017 Notary ID 1277402454r, My Commission Expires: SURVEYOR'S CERTIFICATEE KNOW ALL MEN BY THESE PRESENTS: That 1, Jimmie D. Nichols, a Registered Professional Land Surveyor, do hereby certify that this plot was prepared and the held notes made a part hereof from on 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 Requlctions� Dated this the 070>17y* day of �2017. OF T�� For Petitt Barrazo LLC, - � 14 �',' Eg ;Ml .............. Jimmie D. Nichols Registered Professional Land Surveyor No, 5184 sib y, RS STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personaliy 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 hand and Seal of Office, this day a'," _X3L_L�L-� -2017- !?Poi??--State' a! 701. My Commission Expires: Sc> -- C-0 C__�10 k '01 Im t1j, C -7 " IV in PA_ Wo m,? > UT q 5-7- ps c) jW Nvj 4 vq� ) q 0 xt 71; V�' 07 ar;_ �Fvx)�X_4+- FARMERS BRANC--�. 752,3-� PHONE (459) 822-720:, PEGISTEREiD ,-ANT., SURVEYOR NC. 518," T7-%- TO I �� 7-- LA WINN RiDGE PHAL4j 8'7.3 4-14 -1,11CRE-S T 284 RESIDEINTTIA�_. LOT'Z_� 22-11 NO`�:-RIEISIDENTT I A _111 L 0 T;�! AIMEINITY CENTER TPACT STIPUATED 1-N THEE WILL101 LUMATIN SURVEY- ABSTRAC-1 NC,*, 73C, CITY OF AUBRE`_'_ DFNNTO", COTUNT�', TE__ T PE I IT 101ARRAL20- RDE RRV QgSTR410N KO, 140�' TIPS FIRM �,� !%:�. 251 N. Ge"Te Dr. Ste� 2'-' �2�4� 22'-S-�5:f Richardson, Texas 75081 Fay No. (214) 340-050-- DA7_--, jULY 20'7 ITTBARR412,�`�.COV jOB NQ 12031-0, Ried Wr Rinoit. in the D%Iiall Recloms cl� Dentor C�ounr� On: 81212017 1126:15 Ah" Ir the PLAT Records Doc Number 2017-00 Number of Paye,�: 4 -Arriount: 20010 0rder#:2017080200033::i BW jl-�. - - 007- 4 0" N Z. / I 3 I �I 0 hl U U ICIUj WJCL TT o y LL 0QN0) TRACT 3 N M r w Z Z M Q N Q r I•I WWON -1Uo INN RIDGE PHASE 16 0 HOC. NO. 2017-338 a z -a--PRDCT I 00 /I I I 0 _ ��FRONTIER PARKWAY 7.suE s89.31 UTILITY I �50'00' 7.5 UE - - - 1 O 5/8'CIRF 5/8-CIRF 5/8-CIRF 5/8 r (PETITE) _ PETITT (PE TTT) - __- N89.39'S9"W 240.00' N89'39'59"W 240.00' I(ORMERLY BYRAN ROAD 1=1-3 W �� DEDICATED 60' R.O.W. \i DOC. NO. 2017-338 W p 3 p 3 "00 PRDCT) W p Ci � 00 O N O O O 8 ��. CCO 0 O ON "OOj1� ON C i<' $ 0) o c c i Ov \ O O �� Z Z Z Z N �p1 J � O Q w ~ � Q 0 a_ r a Z z w w F- LO w ro a 3 w 0 N ,n z U Z wN � z Z w J 0 ~ C5 0 J FQ- z or dz 3W Q w 0r a ODoLO �Q in M po MZ T - SCALE 1 "=40' w F- 3 w Z) W z oz _00 d¢ x3E M Uj NR' Q SECTION A- A F 5/8-CIRF (PETITE) N89.39'59"W 240.00' REMAINDER OF CALLED 248.67 ACRES CADG COMANCHE 248, LLC DOC. NO. 2013-71194 RPRDCT �U) w to 0 F z wo W O X 3w Z ON Q wp w m 3 J W IYZU� m0_O z Q 3z 0� 0 oQ a a 1nNaa LOM MZRw W J 0m z o a SCALE o: � 1 "=40' SECTION B-B D-02.20'18" R-280.00' CB=S88.29'49"E CH=11.43' L=11.43' EGEN D UTRWD UPPER TRINITY REGIONAL WATER DISTRICT UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT SW&VE SIDEWALK & VISIBILITY EASEMENT SSE SANITARY SEWER EASEMENT ESM'T EASEMENT INST. NO. INSTRUMENT NO. DOC. NO. DOCUMENT NO. BL BUILDING SETBACK LINE CIRS 5/8-INCH IRON ROD W/CAP MARKED "PETITT-RPLS 4037" SET CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND R.O.W. RIGHT-OF-WAY POC POINT OF COMMENCING POB POINT OF BEGINNING 57.5'R 57.5-FOOT RADIUS R.P. RADIUS POINT RPRDCT REAL PROPERTY, RECORD DENTON TY, TEXAS PRDCT PLAT RECORDS, DENTON COUNTY, TEXAS FND. FOUND DESIGNATES SUBDIVISION BLOCK DENOTES STREET NAME CHANGE w` ao w N y Z � N < Z O I� p \ w0 N ZN v0i IO 0 I M p ~I Z 0 " 1. 30' R.O.W. DEDICATION BY PLAT yQ F Z a I I I DOC. NO. 2019-279 PRDCT WINN RID(F PHASF iP INST. NO, 2016-WJ915 KMLA,1 H Z SD4624A G01,S05,C01,PID24,TIF19 713769 WINN RIDGE PHASE 1 B BLK MM LOT 13X/ALL 713791 WINN RIDGE PHASE 1 B BLK LL LOT 9X/ALL 713913 WINN RIDGE PHASE 1B BLK F LOT 5X/PT 100 0 50 100 200 1 inch = 100 feet FRONTIER PARKWAY (BYRAN ROAD) O] � wo c a KEY MAP Z N.T.S. �m I 17 16 REMAINDER OF _ I CALLED 145.1 ACRES 13 CADG COMANCHE 248, LLC 'r1 DOC. NO. 2014-20673 RPRDCT w0 i 15 3 z I �'J•1 I I I I O I o 5X 0 00 IO - W 12o 15 W Uj I 14 O I O OG 1¢ I wa=N � 16 15 14 1 a I I I I iI 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 I1 v I 13 < Z 6�I F► 13 14 L - _ _ _ _ _ _ _ _ _ _ _ _ I w o R --- J -- -- I L� _ =�L-- --- -- - -- -- - - -- --- - - -- - -- - - S Y d I ULn o Q M_ILLICAN _LANE WINN RIDGE PHASE 1B I I 12 o 8X� 7X 6X (CALLED 50' WIDE R.O.W.) DOC. NO. 2017-338 PRDCT `) w U - 20'BL 7.5'U I i M w i4.1-- 7.5'UE 20'BLPIP 55 ^ v � F a H 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ^2 E"I I 1 2 3 4 5 6 7 8 9 10 o� o Z S01'32'17"W I o h+-4 S88 '24"E 519_55 - g R.M.ME O I I I I O s'wME F 5/8-CIRF -- -- ---- -- -- ------LL- -- -- --- - 1 -- - _ -------5'W(PETITT) CIRS 57.63 -- -- --- R.O.W. ABANDONED BY THIS PLAT 1160.00' O.WABANDONED BY THIS PLAT - - - - - - - - - E--4 9XR 9XR 7.5'UE y� 80 00' sr� 7.5 UE 817.55 5XR .� S88'25'55"E 1085.05 -� �p� - S?2`� �s 5XR " 36.39' 22.29 22.08 h S88'25'55 E 780.63 - - - - - - - - - - ��T�� 40100- �� NDO��I�Lp�� seen, N88.24 56 W 1022.96 5/8 1RF (PETITE) 35 UTRWT �ASEMI r', (DEED N88'25'41"W 1022.80') m INST. NO. 2005-57358 FRONTIER PARKWAY N88.29'00"W 1169.96' 35' UTRWD EASEMENT INST. 5/8-CIRF 1CIO (DEED N88'29'23"W 1169.73') NO. 2005-57358 RPRDCT S88'29'00"E 1090.27' FORMERLY BYRAN ROAD m (PETITT) TO 5 8" CIRF PETITT PARTIALLY DEDICATED PUBLIC ROAD) 40' R.O.W. DEDICATION BY PLAT d Z (DEED N88-29'23"W) Z DOC. NO. 2017-338 PRDCT 0 F 40' R.O.W. DEDICATION BY PLAT (PORTIONS ABANDONED BY THIS PLAT) U w (COMANCHE RIDGE ELEVATED W (n COMANCHE RIDGE J� �o 5 1 DEVELOPMENT SOLUTIONS CR, LLC STORAGE TANK - LOT 2X) CAB. X, PG. 264-265 PRDCT ELEVATED STORAGE TANK ��0 DOC. N0. 2013-144477 RPRDCT CAB. X, POG. 264-265 Q �4, C, (CURRENT DEED) PRDCT BLOOMFIELDS HOMES, L.P. DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 ��0c�� 4 e P TRACT 1 INST. NO. 2018-69915 RPRDCT IDOC. NO. 2012-42405 RPRDCT FRONTIER PARKWAY (BYRAN ROAD) REMAINDER OF I CALLED 145.1 ACRES CADG COMANCHE 248, LLC DOC, NO. 2014-20673 RPRDCT KK 20 19 18 17 RIDGE PHASE 1B I W 2017-338 PRDCT Z -- -- 0• 4 7.5'U 20 BL 1-4 2 3 5 WM -��■ NOTES: 1. WATER SERVICE TO BE PROVIDED BY THE MUSTANG SPECIAL UTILITY DISTRICT. 2. UTILITY PROVIDERS: (a) ELECTRIC & GAS SERVICE: COR 01 SOUTH STEMMONS CORINTH, TEXAS 75065 1-800-274-4014 (b) TELEPHONE SERVICE: AT&T RIDGEVIEW DRIVE PLANO, TEXAS 75025 (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 CITY OF AUBREY. APPROVAL OF THIS PLAT BY THE CITY OF AUBREY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES BY THE CITY OF AUBREY. THE CITY OF AUBREY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF DETENTION PONDS, DETENTION STRUCTURES, OR GRADING. IVES, EMERGENCY ACCESS 5 SPACES; AND ATHE OWNERS SHALL B13ERRESPONSIBLE ESPONSIBLE FFOR OR MTHE MAINTENANCE AINTENANCE OF ROF DRIVES, EASEMENTS, RECREATION THE CITY OF EMERGENCY ACCESSEASEM NTSRECREATION AREAS AND OPEN SPACES, AND SAID OR RESULTINGFS AGREE TO ROMROM PERFORMANCE INDEMNIFY OF THE OBLIGATIONS HARMLESS OF SAID OWTY OF NERS RS SETTREY FROM ALL FORTH IN THIS PARAGRAPH. AGES AND LOSSES PARAGRAPH 6. 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 AN "X" OR "XR" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" OR "XR" 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. 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. THE SUBJECT PROPERTY IS LOCATED WITHIN ZONE "X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP, MAP NO. 48121CO270G, REVISION DATE APRIL 18, 2011. ZONE X (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN." FLOODPLAIN LINES SHOWN HEREON ARE GRAPHICALLY PLOTTED ACCORDING TO THIS MAP. 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 FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL RESULT; AND SUBJECT TO ALL 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 RODS WITH CAP MARKED *PETITT-RPLS 4087" FOUND OR SET, UNLESS NOTED OTHERWISE, 16. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE MOST EASTERLY SOUTH LINE OF WINN RIDGE PHASE 1B, AS RECORDED IN DOCUMENT NO. 2017-338 PRDCT (NB8'29'00"W). THE PURPOSE OF THIS REPLAT IS TO REVISE THE RIGHT-OF-WAY AND OPEN SPACE LOT LOCATIONS ALONG A PORTION OF THE REPLAT NORTH SIDE OF FRONTIER PARKWAY, AND TO REFLECT THE CHANGE OF THE STREET NAME OF BYRAN ROAD TO FRONTIER WINN RIDGE PHASE 1B PARKWAY PER CITY OF AUBREY ORDINANCE NO. 657-19. 4�CAREY <c BONAR CRUTCHFIELD r w N F.M. 1385 S 1 T E w PARVIN IL 0 BYRAN PARVIN a PROSPER = w R U) O 0 w x � Z Q 0 o o 0 HARPER m FISH TRAP FISH RAP o Z F.M. 1385 `L 0 = w 380 a 380 a V<t� 42 o GOOD OPE LOCATION MAP N.T.S. OWNERS: THE CITY OF AUBREY, TEXAS CADG COMANCHE 248, LLC LOT 5XR, BLOCK F; LOT 9XR, BLOCK LL; LOT I3XR, BLOCK MM; & PART OF BYRAN ROAD, WINN RIDGE BOULEVARD, COLT AVENUE, BUTCH AVENUE, WHEELER AVENUE, WESLEY AVENUE, WAYNE AVENUE, WARREN LANE & WALKER AVENUE RIGHTS -OF -WAY BEING A REPLAT OF A PORTION OF LOT 5X, BLOCK F; ALL OF LOT 9X, BLOCK LL & LOT 13X, BLOCK MM; & A PORTION OF BYRAN ROAD, WINN RIDGE o BOULEVARD, COLT AVENUE, BUTCH AVENUE, WHEELER AVENUE, WESLEY AVENUE, WAYNE AVENUE, WARREN LANE &WALKER AVENUE RIGHTS -OF -WAY � 6.893 ACRES a 3 NON-RESIDENTIAL LOTS & A PORTION OF RIGHTS -OF -WAY m SITUATED IN THE F3 WILLIAM LUMPKIN SURVEY- ABSTRACT NO. 730 a CITY OF AUBREY `rI DENTON COUNTY, TEXAS w Filed for Record > PETITT & ASSOCIATES in the Official Records Of: Denton County V) V) On: 12/12/2019 10:09:58 AM op ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION In the PLAT Records o TBPE FIRM REGISTRATION NO. 1488 WINN RIDGE PHASE 1B - PO TBPLS FIRM REGISTRATION NO. 101068 Doc Number: 2019-501 N Number of Pages: 2 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Amount: 100.00 N Richardson, Texas 75081 Fax No. (214) 340-3550 Order#:20191212000145 DATE: DECEMBER 2019 SCALE: 1"=100' By: MB o MWHITKANACKOPETITT.SOLUTIONS JOB NO. 12031-1 B L: SHEET 1 OF 2 STATE OF TEXAS § COUNTY OF DENTON § WHEREAS CADG Comanche 248, LLC, and the City of Aubrey, Texas, are the owners of those certain tracts of land situated in the WILLIAM LUMPKIN SURVEY, ABSTRACT NUMBER 730, in Denton County, Texas, according to deed to CADG Comanche 248, LLC recorded in Document No. 2013-71194, Real Property Records of Denton County, Texas (RPRDCT), and being part of a called 40 foot wide right—of—way dedication to the City of Aubrey for Byran Road, part of a variable width right—of—way dedication for Winn Ridge Boulevard, part of a variable width right—of—way dedication for Colt Avenue, part of a variable width right—of—way dedication for Butch Avenue, and part of called 50 foot wide right—of—way dedications for Wheeler Avenue, Wesley Avenue, Wayne Avenue, Warren Lane & Walker Avenue, all according to Winn Ridge Phase 1B, an addition to the City of Aubrey according to Final Plat recorded in Document Number 2017-338, of the Plot Records of Denton County, Texas (PRDCT), also being part of Lot 5X, Block F, and all of Lot 9X, Block LL, and Lot 13X, Block MM, according to said Final Plat, and being more particularly described by metes and bounds as follows: BEGINNING at a 1/2—inch iron rod found at an interior "ell" corner of said Byron Road and Winn Ridge Boulevard right—of—way dedications according to said Winn Ridge Phase 1B, and being the northwest corner of that certain tract of land described in deed to Development Solutions CR, LLC, recorded in Document Number 2013-144483, RPRDCT; THENCE South 02'07'37" West, with the east line of said Winn Ridge Boulevard dedication, and with a west line of said Development Solutions CR, LLC tract, a distance of 59.63 feet to a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found for corner, from which a 1/2—inch iron rod found at the southernmost southeast corner of that certain tract of land described as a called 248.67 acre tract in deed to CADG Comanche 248, LLC, recorded in Document Number 2014-20673, RPRDCT, bears South 02'07'37" West, a distance of 469.76 feet; THENCE North 87'52'23" West, departing the west line of said Development Solutions CR, LLC tract and said east line of the Winn Ridge Boulevard dedication, and with the southerly line of said Winn Ridge Phase 1B, a distance of 55.96 feet to a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found for corner; THENCE continuing with said southerly line of Winn Ridge Phase 1B, the following courses to 5/8—inch iron rods with cap marked "PETITT—RPLS 4087" found for corner: North 42'51'32" West, a distance of 42.82 feet; North 87'19'40" West, a distance of 121.62 feet; South 00'20'02" West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01" East, a distance of 20.84 feet; North 89'39'59" West, a distance of 240.00 feet; South 00'20'01" West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01" East, a distance of 20.00 feet; North 89'39'59" West, a distance of 240.00 feet; South 00'20'01" West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01" East, a distance of 20.00 feet; North 89'39'59" West, a distance of 240.00 feet; South 00'20'01" West, a distance of 20.00 feet; North 89'39'59" West, a distance of 50.00 feet; North 00'20'01" East, a distance of 20.00 feet; North 89'39'59" West, a distance of 240.00 feet; South 00'20'01" West, a distance of 20.00 feet; And North 89'39'59" West, a distance of 50.00 feet, said iron rod being a southwest corner of said Winn Ridge Phase 1B; THENCE North 00'20'01" East, with a west line of said Winn Ridge Phase 1B, and the west right—of—way line of Walker Avenue (called 50 foot R.O.W. according to said Winn Ridge Phase 1B Final Plat), passing at a distance of 20.00 feet a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found at an interior "ell" corner of Winn Ridge Phase 1B, continuing with said west right—of—way line of Walker Avenue, in all, a total distance of 80.00 feet to a 5/8—inch iron rod with cap marked `PETITT—RPLS 4087" set for corner; THENCE South 89'39'59" East, over and across said Walker Avenue right—of—way, passing at a distance of 50.00 feet a 5/8—inch iron rod with cap marked `PETITT—RPLS 4087" found at an interior "ell" corner of said Winn Ridge Phase 1B, also being located at the intersection of the east right—of—way line of said Walker Avenue, and the north right—of—way line of said Byron Road (called 60 foot R.O.W. at this point according to said Winn Ridge Phase 1B Final Plat), continuing with said north right—of—way line of Byron Road, and over and across Warren Lane, Wayne Avenue, Wesley Avenue, and Wheeler Avenue (all called 50 foot R.O.W. according to said Winn Ridge Phase 1B Final Plat), in all, a total distance of 1185.00 feet to an "X" cut in concrete set for corner, and being the beginning of a tangent curve to the right; THENCE continuing over and across said Wheeler Avenue, and with said curve which has a central angle of 02'20'18", a radius of 280.00 feet, a chord which bears South 88'29'49" East, a distance of 11.43 feet, and an arc distance of 11.43 feet to the end of said curve, an "X" cut in concrete set for corner; THENCE South 87'19'40" East, continuing over and across said Wheeler Avenue, and said north right—of—way line of Byron Road, a distance of 136.54 feet to a 5/8—inch iron rod with cap marked `PETITT—RPLS 4087" found for corner at the south end of a corner clip located at the intersection of said north right—of—way line of Byron Road, and the westerly right—of—way line of said Winn Ridge Boulevard; THENCE North 47'08'28" East, with said corner clip, a distance of 40.76 feet to a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" set for corner; THENCE South 88'23'24" East, leaving said corner clip and over and across said Winn Ridge Boulevard, with the north line of said Lot 13X, Block MM, over and across Colt Avenue (variable width right—of—way at this point according to said Final Plat of Winn Ridge Phase 1B), with the north line of said Lot SIX, Block LL, over and across Butch Avenue (variable width right—of—way at this point according to said Final Plat of Winn Ridge Phase 1B), and with the most southerly north line of said Lot 5X, Block F, crossing at a distance of 3504.55 feet a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found at an interior ell corner of said Lot 5X, Block F, continuing over and across Lot 5X, Block F, in all, a total distance of 3519.55 feet to a 5/8—inch iron rod with cap marked `PETITT—RPLS 4087" set for corner on the east line of Lot 5X, Block F, and the east line of said Winn Ridge Phase 113; THENCE South 01'32'17" West, with said east line of Winn Ridge Phase 1B, a distance of 57.63 feet to a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found for corner at the most southerly southeast corner of Winn Ridge Phase 1B; (DESCRIPTION CONTINUED) (DESCRIPTION CONTINUED) THENCE North 88'29 00 West, with the south line of said Winn Ridge Phase 1B, and south line of said 40 foot right—of—way dedication for Byron Road according to said Winn Ridge Phase 1B Final Plat, and the north line of a called 40 foot right—of—way dedication for Byron Road (Lot 2X), according to Comanche Ridge Elevated Storage Tank, an addition to Denton County, Texas according to Final Plat recorded in Cabinet X, Pages 264-265, PRDCT, a distance of 1169.96 feet to a 5/8—inch iron rod with cap marked "PETITT—RPLS 4087" found for corner, said iron rod being located at the northwest corner of said Lot 2X and the northeast corner of that certain tract of land described in deed to Denton County Fresh Water Supply District No. 10, recorded in Document Number 2012-42405, RPRDCT; THENCE North 88'24'56" West, with the south line of said right—of—way dedication for Byron Road, the north line of said Denton County Fresh Water Supply District No. 10 tract, and the north line of said Development Solutions CR, LLC tract, a distance of 1022.96 feet to a 5/8—inch iron rod found for corner; THENCE North 88'23'24" West, continuing with the south line of the right—of—way dedication for Byron Road, and the north line of said Development Solutions CR, LLC tract, a distance of 1269.30 feet to the POINT OF BEGINNING of herein described tract, containing 6.893 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That, THE CITY OF AUBREY, TEXAS, and CADG COMANCHE 248, LLC, acting herein by and through their duly authorized officers, do hereby adopt this plat designating the hereinabove described property as a REPLAT OF LOT 5XR, BLOCK F; LOT 9XR, BLOCK LL; LOT 13XR, BLOCK MM; AND A PORTION OF BYRAN ROAD, WINN RIDGE BOULEVARD, COLT AVENUE, BUTCH AVENUE, WHEELER AVENUE, WESLEY AVENUE, WAYNE AVENUE, WARREN LANE, AND WALKER AVENUE — WINN RIDGE PHASE 113, an addition to the City of Aubrey, Denton County, Texas, and do hereby dedicate to the City of Aubrey (the CITY), in fee simple, the streets and public use areas shown hereon, and do hereby dedicate the easements shown hereon for the purposes indicated for the exclusive use forever of the CITY, 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 CITY 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 CITY use thereof. Any public utility given the right by the CITY 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 city 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. This plat approval subject to all the platting ordinances, rules and regulations of the City of Aubrey, Denton County, Texas. Witness my hand this _lLtt day of 2019. CITY OF AUBREY, TEXAS A MUNICIPAL CORPORATION BY: Mark Kaiser, City Administrator City of Aubrey, Texas STATE OF TEXAS § COUNTY OF DENTON § Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Mark Kaiser, 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 I '� day of We(a Public in and for the State of Texas. My Commission Expires: �� """ JENNIFER D. HUCKABEE a j` c Notary Public, State of Texas "1 1C; Comm. Expires07-05-2020 ,, Witness my hand this 1L! day of 2019• Notary ID 129043943 CADG Comanche 248, LLC, a Texas limited liability company BY: CADG Holdings, LLC, A Texas Limited Liability Company, Its Sole Managing Member By: MMM Ventures, LLC, a Texas limited liability company, Its Manager By: 2M Ventures, LLC, a Delaware limited liability company, Its Manager / By. ----i '�— - — ---------- Name: Mehrdad Moayedi Its: Manager STATE OF TEXAS § COUNTY OF DALLAS § This instrument was acknowledged before me on the __ day of 12stA_--, 2019. by Mehrdad Moayedi, Manager of 2M Ventures, LLC, as Manager of MMM Ventures, LLC, as Manager of CADG Holdings, LLC, as Sole Managing Member of CADG Comanche 248, LLC, a Texas limited liability company on behalf of said company. 'aet3E _ __—, Given under my hand and Seal of Office, this _ __ day of ______ r�� 2019. _ Notary Public in"` } br the State of Texas My Commission Expires: b3'keZm2-S gVei"O."�M3 . M, BUTLERublic, State of Texas Expires 03-18-2023ry ID 131935307 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 supervisions in accordance with the City of Aubrey Subdivision Regulations. Dated this the ! day of /!� .2019. ;AE et' t and Associates: OF TF� C'`\..•'STEkF 4S ....... ................ S MARK WHITKANACK �. A 6134 ;' K JAMES MARK WHITKANAC tered Professional Land Surveyor No. 6134 ,.9tiOFESStO�I� �, suRv 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 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. Given under my hand and Seal of Office, this day of 'DeCe_YYv1e4 2019- Notary �jind forthe State of Texas. My Commission Expires: (� •oS'201'� UPPER TRINITY REGIONAL WATER DISTRICT (UTRWD) EASEMENT PROTECTION CRITERIA: 1. Contact UTRWD at (972) 219-1228 prior to initiating construction within the easement. 2. The minimum depth of all pipes within the easement shall be three (3) feet from the top of the pipe to the surface of the ground. 3. The surface grade shall not be changed by more than 1 foot without written approval from UTRWD. 4. Utility, road, fencing and other crossings must cross at a 45 degree or greater angle. 5. UTRWD will not allow drilling or excavating activities and permanent structures within the easement boundaries. If crossing the easement UTRWD shall be notified in writing at least 30 day prior to installation. 6. The pipeline cannot be shut down and shall be protected in place at all times. 7. Landscaping placed within the easement is at risk. At risk means that UTRWD is not required to replace landscaping within the easement in the event we need to access the easement or pipeline. UTRWD will not allow deep rooted trees and other landscaping that impedes our ability to operate and maintain the pipeline. 8. Any structures/foundations or other improvements inside or adjacent to the easement that may impact UTRWD's ability to access and maintain infrastructure within the easement is prohibited. Contact UTRWD prior to constructing any structures/foundations or other improvements that could interfere with these rights. 9. UTRWD hereby retains all of its preexisting dominant and superior legal and property rights. APPROVED AND ACCEPTED: Mark Kaiser, City Administrator City of Aubrey, Texas The undersigned, the City Secretary of the City of Aubrey, Texas hereby certifies that the foregoing replat of WINN RIDGE PHASE 1B, an addition to the City of Aubrey, Denton County, Texas, is hereby approved by the City of Aubrey this ttHIA day of _J)C / be — 2019, and the City of Aubrey does hereby accept the dedication of streets, utility easements and drainage easements as shown and set forth in and upon 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. �tteialrf�ecr: Attest this [D* day of l>j, "r . 2019 OP AUk� 1 aud ;' FFICIAL Jenny Huckabee, City Secretary = __ City of Aubrey, Texas SQL ' ........... ...•. REPEAT .'Y..� pttRiEil�� WINN RIDGE PHASE 1B LOT 5XR, BLOCK F; LOT 9XR, BLOCK LL; LOT 13XR, BLOCK W & PART OF BYRAN ROAD, WINN RIDGE BOULEVARD, COLT AVENUE, BUTCH AVENUE, WHEELER AVENUE, WESLEY AVENUE, WAYNE AVENUE, WARREN LANE & WALKER AVENUE RIGHTS -OF -WAY BEING A REPLAT OF A PORTION OF LOT 5X, BLOCK F; ALL OF LOT 9X, BLOCK LL & LOT 13X, BLOCK MM; & A PORTION OF BYRAN ROAD, WINN RIDGE BOULEVARD, COLT AVENUE, BUTCH AVENUE, WHEELER AVENUE, WESLEY AVENUE, WAYNE AVENUE, WARREN LANE & WALKER AVENUE RIGHTS —OF —WAY 6.893 ACRES 3 NON—RESIDENTIAL LOTS & A PORTION OF RIGHTS —OF —WAY THE PURPOSE OF THIS REPLAT IS TO REVISE THE RIGHT—OF—WAY AND OPEN SPACE LOT LOCATIONS ALONG A PORTION OF THE NORTH SIDE OF FRONTIER PARKWAY, AND TO REFLECT THE CHANGE OF THE STREET NAME OF BYRAN ROAD TO FRONTIER PARKWAY PER CITY OF AUBREY ORDINANCE NO. 657-19. OWNERS: THE CITY OF AUBREY, TEXAS CADG COMANCHE 248, LLC SITUATED IN THE WILLIAM LUMPKIN SURVEY— ABSTRACT NO. 730 CITY OF AUBREY DENTON COUNTY, TEXAS Filed for Record PETITT & ASSOCIATES in the Official Records Of: Denton County On: 12/12/2019 10:09:58 AMIn ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION the PLAT Records TBPE FIRM REGISTRATION NO. 1488 WINN RIDGE PHASE 18 TBPLS FIRM REGISTRATION NO. 101068 Doc Number: 2019-501 Number of Pages: 2 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Amount: Richardson, Texas 75081 Fax No. (214) 340-3550 Order#:2019121191212000145 DATE: DECEMBER 2019 SCALE: 1 "=100' By: MB MWF-ITKANACKOPETITT.SOLUTIONS JOB NO. 12031-1 B SHEET 2 OF