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SB0110AA=129'107' RSAO' C"89'1V57•E CL=5A7 LS.7T A=45'4427' A-25'0,•72• R=60.00 R-60.W CB=N01.47'20•E CBS13'3504'E CL=46.64' CL=25.9W7 ' L=47.99 L.6.11 R=100.W J (� CB=N10'53'59 CL=35.36 r L=35.54' � " W mF� I s� m0 I D7 'a ' I N S =60.00' CB ,S03T3'58V SCALE:1'=6U CL=7.97 LL=7.gT A=07.34'08' A=165'48'40' R=60.00 R=3.W CB=N04'30'10'W C13=S99'16'54V CL=7.97 CL=5.95 L=7.97 L=8.W MEDIAN DETAIL - LOT 6X (REMAINDER) CADG SUTTON FIELDS, LLC DOC. NO. 2015-30204 RPRDCT I 1 CB=N1 - STREET 7 O 32 33 tea S- 89°18'56"W 216.24' 12' DEDICATio BY PLAT PARVIN N00°41'57"W- DOC. NO.2021-102 PRDCT ROAD - _ 60.00' _ 12. SWISHER PARTNERS, L.P. CIIIY OF CELINA, TEXAS CALLED 129.978 ACRES DOC. NO.2008-62468 RPRDCT DOC. NO.2004-7927 RPRDCT (CURRENT DEED) JAIANJANEYA REAL ESTATE SERVICES LLC (CALLED 91.01 ACRES) INST. NO.2022-120979 RPRDCT 1❑ MSUD UTILITY ESMT INST. NO.2021-2,9574 RPRDCT MSUD & CITY OF CELINA ❑2 DRAINAGE & UTILITY ESMT INST. NO.2021-29589 RPRDCT MSUD & CITY OF CELINA ❑3 DRAINAGE & UTILITY ESMT INST. NO.2021-29588 RPRDCT CITY OF CELINA TEMPORARY ® DRAINAGE ESMT INST. NO.2021-29587 RPRDCT MSUD & CITY OF CELINA 10 DRAINAGE& UTILITY ESMT INST. NO.2021-29584 RPRDCT CITY OF CELINA TEMPORARY © DRAINAGEESh4T INST. NO.2021-29577 RPRDCT FMSUD UTILITY ESMT INST. NO.2021-29573 RPRDCT S71 °56'34"E- 45.00' H 2e k (REMAINDER) -CADG SUTTON FIELDS, LLC DOC. NO.2015-30387 RPRDCT 0=026°1737' R=1700.00' CB=N31 °12'14'1:--N CL=773.32' /\ 1L=71t0.1±? / - SUTTON FIELDS PHASE 3D ROSTHERNE _ UbC._NO_2572A__4PffD_CT- DRIVE .SSE 1 1 2 13 4 5 6 7 I FFF S WME I I 5 WME _'44 43 42 41 40 39 38 n SANDOWN DRIVE 0 �n- / 1---- ----------- / POND'C WESr 5/8' CIRF �s�o 100 YEAR 589.7 (BCD) / Q =h NORMALPOND5825 y S0WSV13% 1X / 89.29' OPEN SPACE, ACCESS Z J5/8' CIRF & DRAINAGE ESMT U SUTTON FIELDS PHASE 3D w Z DOC. NO.2022-44 PRDCT ' > DONALD KENNY ESTEP & NI > I SONYA KAY ESTEP DOC. NO.2001-99806 RPRDCT zo w CIO o f - (n Z I O Y (CURRENT DEED) J v a MICHAEL BOHN & LORI BOHN as a J (TRACT 1) z DOC. NO.2020-19369 RPRDCT < Q w w 1X L LL I OPEN SPACE, ACCESS & DRAINAGE ESMT 1/2' CIRF (ALLIANCE) Dr ONALD K ESTEP & SONYA K ESTEP I DOC. NO. 2011-67774 RPRDCT PARVIN ROAD (VARIABLE WIDTH R.O.W. DEDICATION (CURRENT DEED) MICHAEL BOHN & LORI BOHN BY PLAT ^ DOC. NO.2022-44 PRDCT) (TRACT2) DOC. NO.202G-19369RPRDCT - 5750SF �O 7Y 1Q"b`t :`�v p 4 0 2K3' 0e cs 7,136SF,s� b� ' i/ �90� 378.155 , 311 3'6W gN89 737'E;��66' T 9119 - -70.0J h fm.oY bo n^^ I �rlll 34 6.%6 SF N 67 9 b� J O 7,129 SF ,O'o`� '� +. � ry^ 10,859 SF 54.79 , oa B Q' b �sy's p 1^. si. 20 Oy' 70.16' 70.1T 70.1T 70.16' 70.00 N N et CLAUDE ADAMS & KATHLEEN ADAMS I .�V S89.2T37W ° b• 6,78TSF oa ° F e4,;' ry �S y9 p's / =+� 9,023SF wI 126.94' O DOC. NO. 2011-67775 RPRDCT 68 h0. �� �\ Ah yy+ 3 pry 7,137 SF s� bb' 13 'a' 8,069 SF 8,069 SF 8,069 SF 8,069 SF 7,938 SF N I fi® W F O �O Q p°' ® 7�S 7,127SF ryh ^� I / S07'46'24E ,o a N b N b c� b N b i3 b ri o n y e) ry'`- Y9• 21.D8' N N N o Fv o N o 8 iv o 7 0o III uri 33 r4579 SF uri \` \ l ph• .�°$- C,` 16.ss sry,2� .�. ,� �� ,�, 21 yam. 4 2 ^ 12 P � 11 :'' 10 r' 9 r, t2 :� r I S89'2737'w m S' 0�' o.- /�--y '�/e° 2 �' '' 7,139 SF � ry° o S o N44-2T37'E I I 127.20' \ L4 1y.� �p� �y ®� 7072SF t� 06 b ?S� 16.7T z z z 7S1� z z ®21.21' I I® 32 6592SF F \ \ b• 7 B• LP` b• by L5 Z Z y� 01'4945'E \ \ I /0 22 , CT 74.73. 70.16'--70.1T- -70.7T-70.16' - -55.00 I ( i S69'2T3TW I O 4 21.65 NO3 51'43 W c� �0� bN 35.09 S� °'y °, !, %ASS �6 N a 7 �9 17348SF 1.69' 79.99 1 :� y't 7,176SF y k b'b J` / C� oo, �_ _ N89'273TE 39243 N o 7 127.46' I to �a�k ®3' 7 1 \ .86' t0Al2SF ��� h �*Cs:� / J���Q /%ate ®` 60 WARRINGTO STREET - 131 6,6assF _ YY/)j O 7 u� 23 09: N b I Q I- pry b \ \ S� �OP,ob Oy q (i P a� /pry° 1 -60.09' n I n n S89'2737W - - O Q 785SF Ltd \�7\ T9,�S, bb B,B40SF l !I ,3 30.82'--67.05- -67.06-67.05- -67.07--55.00' I 7Ss Nso 6 b \ \ \ �'9UF 'b VG� / / 11.751 SF e`er' hq 29.2. 7.5 LIE s 3723•E I I 127.7r m o �i• �' Fa \ 7o 24 10. s n 2 4 3 / b rZwo �bbb tl727.27' II 6619SFo Z_� a I o I 30 DAVID P. BREWER & CAROLYN BREWER L ry % h Nary 3 m NO O NO NO NO b ( � J 3 'L r b `� 8835SF a s 4 N 5 zv 6 iv 7 8 m 9 o i S89'2T37 W DOC. N0. 2012 34990 RPRDCT m ^p ^ `r- 7�1 SF \.-gyp CO, 1�'J� fi y ^ 8,616SF h o o o o o = oo I 177.97 3'WME I Q a 9.436SF y '32' z 7,711 SF z 7,71t SF z z z CURRENT DEED 7 1 7,558 SF 7,711 SF 7,713 SF 7,938 SF 6,632 SF ( ) d o b 8 F ^,y.�p` b g1 7p0) \ \ 1`A 01� b° 20 73• 32' 26 Z (To 3 y ME N89 737'E 442.871(TOTAL]j §" I w 29 i DALE TRAVIS & VICKI TRAVIS I H / 8,175SF 9• \ b`1 N00'39'5TW,od �� 63.06• 492�33.59 71.06'- L67.05 67.05 67.65 67.07_ 70.00J I S892737"W CALLED 1.0tIACRES S02'23'S6'E 2121' O 13,977SF 63. 6 SF ti 20.56' ��ry� 62.10 6210 62.10 6210' 6210' 6737 70.00 I 128.23' DOC. N0.201953525RPRDCT w le v o h 0 S F ^• ; I� ^d b 7 7a 27.61' 7� �+ SS ?� ? 7,481 SF 7173 SF "' 7938 SF I 28 6,645 SF fi O a W a • 04 4.73 p FS \ ® Iu - I FF-599.5 tn'araF a 19 a w 7,142 SF 7,142 SF w 7,142 SF w 7,142 SF w 7,142 SF w w 6.803SF y9 ZY®0 /b' \ ao N ,n io M Th io q F}=599.5 N boF�=599.&2 b r I j n 496 v Q ns C O V $ �- L3 \ iv BB b b O O n b N f O N89'2T37'E 7) Ci I 3 �.,.p N O O NO NO iV0 i3O �v, C a o �W�`r ww Qc S� 4849 NS,q. 12 / \ "' :' "' N N zv 14 `" 13 `� 12 z4 �i 11 10 ;n 128.49 N89 20'27"E 238.8.T 'Plc• NAfL FND. Pr w allo °' Y co � •-\ ,jam o .- N 17 ;� in 16 m 'ri 15 ;o vi m vi ;o vi $- - - ____ __ �. f z 3 o o n 3'N ^ J q8? Q / iafi O 18 O r ,- e� N Z 0 0= � o � � o � o ,,, c NAIL FND. BEARS ¢ rn m TS F Mh n, 76 ) O \ ? S68'0540 Ez o o g o 8 0 o N44-27-37-E I ro W 3T 2S 11 y^' / �99 \ `ry ' 27.73 vt cn v� m m w 21.21' \ 76'S5 7 n 3WME 3 r > O - - 0' S82'S8'29'W7 Z ¢ n b 41 0.9T 2 I'OO 6,886 / 2225 ?s 'B9, ! �F ® 7 5 ® ® PRIVATE UTILITY ESMT & R O.W. N J � o o o S 6936 SF ,� Ngq 11 o / / Sys 14 �- 54.47- 6210 - -6210 -62.10 - 62. - -623T -55.00 - L ( DOC. N0. 2021-227996 RPRDCT I I - Q z Q o � 0 W O / 5 341r �^Ta I 776Z Wdes' 7,418SF - � -.S34.0549'E 7�0 c3 o `' ' - TUDOR PLACE -_- - - - - - - - -_-_ _--N33rora3 -c 1 I I °' Zz " Z ` ° a z w 8S m,y 4' ( ap �6 F $9 N�tT- ug O ubi 26.63'n,�,o 6, 86 SF m al / 13 `L�O�'ro \- -�. - O 1151 O 5 h 2 11! U 7{i17sF b -� c7 -- 7 57o.1s -1 �,{d Z _Iis C i I ^ S 6833SFo N)6• S56? ^ 10.15' �- 30.00 SO.QO- 50.00 50.00 50.00--50.00 _50.00 50.00--50.00 •50.D0'- 745.01' 4.079AC ¢ I I 'O t2 4'04•E c w 4928 K "� 7' �40- 176. " 0 7762 ^ T?69?� ti 2� 25.15 ® ® 7.5UE (� 177,697SF 07' 3 1 1 d v o 15 500• 6 NOT 1 1 �7.5 DRAINAGE AND LANDSCAPE I vl , N Z mN o c°i a n 12 @ B-( 3 ' '� "� e3 c; w SUD UTILITY ESM7 7 EASEMENT e 6 6.767 N � i •• 7274 SF 9 0 ;, W / 7.402 SF :� N 16 3 17 i» 18 ,n 19 ZO .� N 21 N r. N b °' F ❑ m W M n 9,302 ,b ' a ,� N N ,� N ,,., 22 - �, 23 �, 24 i3 25 26 N N 27 ry INST. NO.2021-29573 RPRDCT 100 YEAR 597.51 Q o I o ( " �ry N O N N iV N N N N N N N N P O h Z h S80• : �' N �6 ,n .6 N ,6 14 co .6 'o `n m `n `o I NORMAL POND 593.00 N S87'192D'E S89'16'S7•W ,v a 40'S3 E v !� �� "' o' o o f o o o o o o oo I Nlp O 114.44' °' 127. o 0 0 0 0 0 0 0 0 o S to o 116.79 Q ra C5 I m �' Z z z z z Z 6,318SFZ Z z Z 6,313SFc" 25tE I r a �® 77 bo gbo6 8 ®v, zu ei� /1 7,120SF n 9,176SF 6,181SF 63245E UM SF 6321SF 6320SF 6319SF 6317SF 6316SF 63145E FF=599.5 (SEE cn rn ZIT/SF .00 o L76 m ` T 1.17 ni 3 WME 3 WME NOTE") Z I Igo Z > 10.79 3WME n 7.6LE /� 41.56 11217 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 0.00 50.00 SO.Off 120.57 0 .r Q _ o L11-N85'4041'E- CITY OF CELINA TEMPORARY U) _I I J > !�-=100.71'= =100.00- 108.47 1/2'RZF S89°25'S9"tN 824.19' 5B.gRF(PETM DRAINAGE ESMT w > ? z1.5' (N32'4934'E m IRF IN CONCRETE BEARS INST. NO.2021-29577 RPRDCT J I I 0 Z se9'1ss7w4as.71�To1AL)� - - 6oae �10 sDD,7s3wz.99) ( 10 100175E f ' I Z a U) Q YfORIIfDAfiE STREET - - - - n a so.00-so.00` 50.0'- 5o.Oo' Ati° e� s l� o w o 7.9UE 19 4903' �'$�� ��O n o I �i^ 16MSUDFShfT LL I I Ix D: w w w w 54.0'@B.L \ 96p�F O �W (BYTHISPLAT) U 3 0 4 g o 5 g o 6 b' 0 7 g o di, u� 1 773Sp N JOHN M. COSPER BJACKIE COSPER tV �� m I v Ui 2 w g 8 a a W VOL. 626, PG. 706 RPRDCT ^o J.LU - n 5,750SF- 5.750SFN A750SF' 5,750SFy 66705E 1 `r6t ® < (CURRENT DEED) 1\ I b�o MSUD UTILITY ESMT 3' WME !+9 TRAVADI INVESTMENTS LLC T.. INST. NO.2021-29576 RPRDCT so.00 50.00 50.0o so.0 7s.26 m_127.87 ° CALLED 5.0 ACRES ° ABLE WIDTH N89'16'S7°E 541.80 VARIABLE WIDTH LANDSCAPE BUFFER O O f 24.50 O INST. N0.2017-38158 RPRDCT Z 0, -- OPEN SPACE 8 DRAINAGE fin_ - ,' - f� 24253 N82• 39g0•yY703Q w .zS89'0941'W230.40- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N89'26'22E37609 POINT OF WOD COORDINATES J b 5/8• IRF rN - - -- - - - - - - - - - - - - - -b NORTH 7.142=026 a = � o DRAINAGE AND GRADING EASEMENT corocrtErE o 60' R.O.W. o BEGINNING EAST z461,37420 4 F o 12•1F@244.64• DOC. NO. 2021-271995RPRDCT @27.73- Ci DEDICATION n 411.81,- 72' S89°09'41'W 462.41' 12 "F _T PARVIN ROAD NAJLINASPHALT FND. S89°26'22"W 378.96' 72'"F (UN -DEDICATED PUBLIC THE RUE FAMILY TRUST I ROAD AT THIS POINT) I THE RUE FAMILY TRUST TRACT 2 TRACT 1 CALLED 99.50 ACRES I(CALLED 90 ACRES) I DOC. NO.2002-25573 RPRDCT ( PROSPER (CURRENT DEED)KS DOC. NO. 2 02-25573 RPRDCT DOC. NO. 2021-120739 RPRDCT NO L' SCALE rr; 70.00' 60.00' I (60.00) (50.00) w O I 'w'9 o o0 I 0 Ir Z 1ui 2 � I Cr Cr LL 15'x15' R.O.W� STREET 7.SUE CORNER CLIP FRONTAGE TYPICAL LOT LAYOUT (EXCEPT AS SHOWN OTHERWISE) S6 \ I � &\ \ I b °j 7Y4�� SCALE 1'=60' DETAIL "A" S13011 OA G019 S179 C499 PID37 52744 - A1411 A WILKERSON TR 129 2.171 OAC/PART 660188 - A1411 A WILKERSON TR 11 A(1 A), 0.536AC/ALL 751235 - A1411 A WILKERSON TR 1213, 38.00AC/ALL 751236 - A1411 A WILKERSON TR 11 A(1 A)(2), 2.684AC/AL 0 50 100 200 FEET 1 INCH =100 FEET F. F.M. 1 85 BALLENGER ROAD CRUTCHFIELD BONARROAD ROAD CRUTCHFIELD ROAD 3 = J O 0 m O SUTTON FIELDS 0o TRAIL COUNTRYVIEW DRIVE SITE PARVIN ROAD BYRAN ROAD 62 PARVIN ROAD NU I tS: /� 1. All lots comply with the minimum size requirements of the zoning district. LOCATION i MAP 1 A P NOT TO SCALE 2. This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3. All common areas, drainage easements, and detention facilities Will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way are required to be an HOA "X" lot. 4. All common area/HOA lots or floodplain may contain a public trail and shall provide an access easement for the public to use the trail. 5. Notice - selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 6. This plat does not alter or remove existing deed restrictions, if any, on this property. 7. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 8. The subject property is located within Zone 'X' (unshaded) on the Flood Insurance Rate Map, Map No. 48121 CO270G, revision date April 18, 2011. Zone 'X' (unshaded) is defined thereon as 'areas determined to be outside the 0.2% annual chance floodplain." 9. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983(NAD83-CORS96) (North Central Zone No. 4202). All distances are surface distances with a surface to grid scale factor of 0.999849392677. 10. No overhead utilities are permitted on the subject property. 11. All perimeter property corners are 5/8-inch iron rod with caps stamped 'BCG 10194538' found or set, unless noted otherwise. Lot comers are 5/8-inch iron rods with cap marked `BCG 10194538* set or an "X' cut (set) in concrete. When a retaining wall or screening fence has been placed at the rear lot comer, a 5/8-inch iron rod may be set five feet (5) from the rear lot comer on the side lot line. 12. The undersigned does hereby covenant and agree that the access easement may be Utilized by any person or the general public for ingress and egress to public vehicular and pedestrian use and access, and for fire department and emergency use in, along, upon, and across said premises, with the right and privilege at all times of the City of Celina, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon and across said premises. 13. Water and sewer to be maintained by Mustang Special Utility District. 14. Wall Maintenance Easements and maintenance of screening walls to be maintained by HOA. '* NOTE - CITY OF CELINA TEMPORARY DRAINAGE EASEMENT RECORDED IN INSTRUMENT NO. 2021 295T/, RPRDCT, IS TO BE RELEASED/ABANDONED BY THIS FINAL PLAT LEGEND UE UTILITY EASEMENT DE DRAINAGE EASEMENT WME WALL MAINTENANCE EASEMENT LSE LANDSCAPING EASEMENT WLE WATER LINE EASEMENT SSE SANITARY SEWER EASEMENT BL BUILDING SETBACK LINE R.O.W. RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT ® DENOTES DRIVEWAY LOCATION RESTRICTION HOA HOME OWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS OF DENTON COUNTY, TEXAS A DESIGNATES BLOCK NUMBER O DENOTES STREET NAME CHANGE MSUD MUSTANG SPECIAL UTILITY DISTRICT CIRS 5/84NCH IRON ROD WITH PLASTIC CAP MARKED "BCG 10194538'SET SF SQUARE FEET OWNERS: MM SUTTON FIELDS 4A-4B, LLC CADG SUTTON FIELDS, LLC 1800 VALLEY VIEW LANE, SUITE 30 FARMERS BRANCH, TX 75234 PHONE (469)892 720 RPLS OF RECORD: JIMMIE D. NICHOLS REGISTERED PROFESSIONAL LAND SURVEYOR NO.5184 Line Table Line# Direction Length L7 N45'43'03'W 36.97' L2 N44'16'57"E 21.21' L3 N89'21'03'E 21.21' L4 S89'21'03'W 21.21' L5 N83'11'31'E 21.61' L6 N00'38'57W 21.21' L7 S45'38'5TE 0.96 L8 N88'2727 E 20.85' L9 N44'21'03'E 22.84' L10 N85'2711'E 21.76' L11 S44'16'57W 21.21' L12 N45°43'03'W 21.21' L13 S44'16'57'W 21.21' L14 N45'43'03'W 21.21' L15 S87'52.14'W 21.75 L16 S00'43'29E 10.00' L17 N39'37'11'E 49.90' L18 N40'43'48'E 20.00' L19 N26'06'58'E 49.44 L20 N27'4332'E 49.44' L21 N29'20'06'E 49.44 L22 N30'56'40'E 49.44' L23 N32'33'14"E 49.44' L24 N34'0949"E 49.44 L25 N35'46'23"E 49.44' L26 N37'2ZS7'E 49.44 L27 N38'59'31'E 49.44' L28 N40'36'05'E 49.44' L29 N42'1Z39'E 49.44 L30 N43-47-53-E 49.53 L31 N44-21-03-E 110.09 Curve Table Curve # Delta Radius Length Chord Bear Chord Length C1 090'00'26' %00' 78.56 S44'16'44W 70.77 C2 045'04'32' 320.00' 251.75 S21'48'47'W 245.31' C3 005'54'34' 2180.00' 224.86 S41'23'46W 224.75' C4 007'3Z19' 2180.00' 286.83' S34'40'20'W 286.67 C5 007'50'47' 2180.00' 298.53' S26'5847W 298.30' C7 026'03'43' 300.00' 136.46' S58'40'48'E 135.29' C8 026'03'43' 300.0' 136.46' S58.40'48'E 135.29' C9 044'5326' 50.00' 39.17' S68'05'40'E 38.18' C10 090'00'00" 50.00' 78.54' N44'273TE 70.71' C11 090'00'0' 50.00' 78.54' N45'3223W 70.71' C12 023'36'21' 250.00' 103.09 N78'44'13'W 102.27' C13 088'31'51' 50.00' 77.26' S68'48'03'W 69.80' C14 019*48'56" 1900.OV 657.11' S34'26'35°W 653.84' C15 045'04'06' 600.00' 471.96' S21'49'00"W 459.88, C16 038'59'02" 300.00' 204-17 S71'075TE 200.20' C17 031'26'55" 150.00' 82.33' S74'48'55'E 81.30' C18 156'5T43' 60.00' 164.34' N44'2Z31'E 117.58' C19 112'00'19" 60.00' 117.29' S68'05'40'E 99.49' C20 157'0&53' 60.0' 164.53' N44'27'37E 117.61' C21 157'06'53' 60.00' 164.53' N45'3T23'W 117.61' C22 155`5725' 60.00' 163.23' S68-41.12-W 117.35' C23 004'41'47' 800.00' 65.58' N42'00'10'E 65.56' C24 001'20*09' 1745.00' 40.68' S18'43'30'W 40.68' C25 040'2Z19" 800.00' 563.70' N19'28'06'E 552.11' C26 021*1740' 2180.00' 810.21' S33-4Z13-W 805.56' FINAL PLAT SUTTON FIELDS PHASE 4A 43.391 ACRES 156 RESIDENTIAL LOTS 6 HOA/OPEN SPACE LOTS SITUATED IN THE FREEMAN WILKERSON SURVEY - ABSTRACT NO. 1411 CITY OF CELINA DENTON COUNTY, TEXAS BAPJOtZA CONSULTING GROUP, LLC TBPLS FIRM REG. NO. 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 EMAIL - JNichols@Barraza-Group.com PROJECT # - 2019008-04A DATE: AUGUST 2023 SHEET 1 of 2 OWNERS ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS § COUNTY OF DENTON § WHEREAS MM Sutton Fields 4A-4B, LLC, and CADG Sutton fields, LLC, are the owners of that certain tract of described in deeds as follows: Part of that certain tract of land described as Tract 1, and all of that certain tract of land described as Tract 11 in deed to MM Sutton Fields 4A-4B. LLC recorded in Instrument No. 2019-17527, of the Real Property Records of Denton County, Texas (RPRDCT); part of that certain tract of land described in deed to CADG Sutton Fields, LLC recorded in Document No. 2015-30204, RPRDCT; and part of that certain tract of land described in deed to CADG Sutton Fields, LLC recorded in Document No. 2015-30387, RPRDCT, and being more particularly described as follows; BEGINNING at a 1/2-inch iron rod found at a northeast corner of that certain tract of land described in deed to the City of Celina, Texas for Parvin Road, and Farm -to -Market Road No. 1385 recorded in Document No. 2008-62468, RPRDCT; THENCE South 89'18'56* West, with a north line of said City of Celina, Texas tract (Parvin Road), a distance of 216.24 feet to a 1/2-inch iron rod with cap stamped BOHLER' found for corner at the southeast corner of Sutton Fields - Phase 4B, an addition to the City of Celina, Texas according to Final Plat recorded in Document No. 2021-10Z of the Plat Records of Denton County, Texas (PRDCT); THENCE with the easterly line of said Sutton Fields - Phase 4B, the following courses to 1/2-inch iron rods with cap stamped 'BOHLER' found for comer, North 00'43'03' West, a distance of 195.38 feet; North 89016'57" East, a distance of 10.00 feet; North 00"43'03' West, a distance of 25.75 feet, said iron rod being the beginning of a tangent curve to the right; And northeasterly, with said curve which has a central angle of 40*22'19", a radius of 845.00 feet, a chord which bears North 19'28'06' East, a chord distance of 583.17 feet, and an arc distance of 595.41 feet to the end of said curve, said iron rod being the southwest corner of a called 45-foot right-of-way dedication for Bothwell Boulevard according to said Sutton Fields - Phase 413 Final Plat THENCE South 50020'44' East, with the southwest line of said Bothwell Boulevard right-of-way dedication, a distance of 45.00 feet to a 1/2-inch iron rod with cap stamped BOHLER" found for corner at the beginning of a non -tangent curve to the right THENCE with the southeast right-of-way line of Bothwell Boulevard, the following courses to 1 /24nch iron rods with cap stamped 'BOHLER" found for corner: Northeasterly, with said curve which has a central angle of 04'41'47", a radius of 800.00 feet, a chord which bears North 42*00'10" East, a chord distance of 65.56 feet, and an arc distance of 65.58 feet to the end of said curve, North 44'21'03' East, a distance of 153.27 feet, said iron rod being the beginning of a tangent curve to the left And northeasterly, with said curve which has a central angle of 26"1737", a radius of 1700.00 feet, a chord which bears North 31 *1214' East, a chord distance of 773.32 feet, and an arc distance of 780.15 feet to the end of said curve, said iron rod being located on the southwest line of a called 90-foot right-of-way dedication for Bothwell Boulevard according to Final Plat of Sutton Fields Phase 2B, an addition to the City of Celina, Texas recorded in Document No. 2019-40Z PRDCT; THENCE South 7105634" East, with said southwest line of the right-of-way dedication for Bothwell Boulevard, a distance of 45.00 feet to a 5/84nch iron rod with cap stamped "PETITT-RPLS 4087' found for corner at the southeast corner of said right-of-way dedication for Bothwell Boulevard, said iron rod also being the most westerly northwest corner of Sutton Fields Phase 3D, an additon to the City of Cellina, Texas according to Final Plat recorded in Document No. 2022-44, PRDCT, and being the beginning of a non -tangent curve to the right; THENCE southwesterly, with the most westerly line of said Sutton Fields Phase 3D, and with said curve which has a central angle of 01'20'09', a radius of 1745.00 feet, a chord which bears South 18"43'30" West, a chord distance of 40.68 feet, and an arc distance of 40.68 feet to the end of said curve, a 5/8-inch iron rod with cap stamped *BCG 10194538' found for comer at a southwest corner of Sutton Fields Phase 3D, and the northwest corner of said Tract II in deed to MM Sutton Fields 4A-4B, LLC; THENCE with the southerly line of Sutton Fields Phase 3D, and the northerly line of said Tract 11, the following courses: South 79'12'15" East, a distance of 179.41 feet to a 5/8-inch iron rod with plastic cap stamped BCG 10194538" found for comer, South 59*14'17' East, a distance of 93.71 feet to a 5/8-inch iron rod with plastic cap stamped "BCG 10194538' found for comer, South 66'56'02' East, a distance of 170.74 feet to a 5/8-inch iron rod with cap stamped'PETITT-RPLS 4087' found for corner at the beginning of a tangent curve to the left Southeasterly, continuing with said northerly line of Tract 11, and with said curve which has a central angle of 23*3621. a radius of 110.00 feet, a chord which bears South 78'44'13' East, a chord distance of 45.00 feet, and an arc distance of 45.32 feet to the end of said curve, a 5/8-inch iron rod with plastic cap stamped "BCG 10194538" found for comer, North 89'27'37" East, a distance of 88.80 feet to a 5/8-inch iron rod with plastic cap stamped 'BCG 10194538* found for comer, North 73°58'48' East, a distance of 57.59 feet to a 5/8-inch iron rod with plastic cap stamped "BCG 10194538" found for comer, South 82"4608" East, a distance of 113.69 feet to a 5/8-inch iron rod with plastic cap stamped BCG 10194538' found for comer, South 43"42'34" East, a distance of 116.69 feet to a 5/8-inch iron rod with plastic cap stamped BCG 10194538' found for comer, And South 06*55'13' East, a distance of 89.29 feet to a 5/8-inch iron rod with cap stamped "PETITT-RPLS 4087' found for corner at the northwest corner of that certain tract of land described in deed to Donald Kenny Estep and Sonja Kay Estep recorded in Document No. 2001-99806, RPRDCT; THENCE South 00'49'27' East, with an east line of said Tract 11, and the west line of said Donald Kenny Estep and Sonja Kay Estep tract recorded in Document No. 2001-99806, RPRDCT, the west line of that certain tract of land described in deed to Donald K. Estep and Sonja K. Estep recorded in Document No. 2011-67774, RPRDCT, the west line of that certain tract of land described in deed to Claude Adams and Kathleen Adams recorded in Document No. 2011-67775, RPRDCT, and the west line of that certain tract of land described in deed to David P. Brewer and Carolyn Brewer recorded in Document No. 2012-34990, RPRDCT, a distance of 734.88 feet to a 1/2-inch iron rod with cap stamped 'BUSBY 4967' found for comer at the southwest corner of said Brewer tract, and an interior "ell' comer of said Tract II; THENCE North 89'20'27" East, with a north line of said Tract II, a distance of 238.85 feet to a "PK" nail found for corner, from which another "PK" nail found bears South 82058'29' West, a distance of 1.22 feet, said nail for comer being located at a northeast corner of Tract II, and also being located in the approximate center of Parvin Road (undedicated public road at this point); THENCE South 00*32'10* East, with an easterly line of Tract 11, and said approximate center of Parvin Road, a distance of 490.79 feet to a 1/2-inch iron rod found for corner at the most southerly southeast comer of Tract 11; THENCE South 89'26'22' West, with the south line of Tract 11, and the approximate center of Parvin Road, a distance of 378.96 feet to a nail in asphalt found for comer, THENCE North 00'1753' East, leaving the approximate center of Parvin Road, and with a west line of Tract II, and the east line of that certain tract of land described in deed to John M. Cosper and Jackie Cosper recorded in Volume 626, Page 706, RPRDCT, passing at a distance of 27.73 feet a 5/84nch iron rod in concrete found, continuing in all, a total distance of 267.98 feet to a 5/84nch iron rod with plastic cap stamped "PEI'ITT-RPLS 4087' found for corner, from which a 5/8-inch iron rod in concrete found bears South 00*17'53* West, a distance of 2.99 feet; THENCE South 89*2659" West, with a south line of Tract 11, and the north line of the Cosper tract, a distance of 824.19 feet to a 1/2-inch iron rod found for corner, (CONTINUED) THENCE South 00"39'57" East, with the west line of the Cosper tract, and an easterly line of Tract II, passing at a distance of 244.64 feet a 1/2-inch iron rod found, continuing in all, a total distance of 265.80 feet to a 1/2-inch iron rod found for comer at a southeast comer of Tract 11, and also being located in the aforementioned approximate center of Parvin Road, THENCE South 89'09'41' West, with the south line of Tract II, and the approximate center of Parvin Road, passing at a distance of 411.81 feet a 1/2-inch iron rod found at the northeast corner of that certain tract of land described in deed to Swisher Partners, L.P. recorded in Document No. 2004-7927, RPRDCT, continuing in all, a total distance of 462.41 feet to a 1/2-inch iron rod found for corner at the southeast corner of said tract of land described in deed to the City of Celina, Texas recorded in Document No. 2008-62468, RPRDCT; THENCE North 00'41'57' West, with the east line of said City of Celina, Texas tract, a distance of 60.00 feet to the POINT OF BEGINNING, and containing 43.391 acres of land. OWNER'S DEDICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS §§ That MM Sutton Fields 4A-4B, LLC, a Texas Limited Liability Company, and CADG Sutton Fields, LLC, a Texas Limited Liability Company, acting herein by and through their duly authorized officer, does hereby adopt this Final Plat designating the herein above described property as Sutton Fields Phase 4A, an addition to the City of Celina, Texas, and does hereby dedicate to the public use forever by fee simple title, free and clear of all liens and encumbrances, all streets, thoroughfares, alleys, fire lanes, drive aisles, parking spaces, parks, and trails, and to the public use forever easements for sidewalks, storm drainage facilities, floodways, water mains, wastewater mains, and other utilities and facilities, and any other property necessary to serve the plat and to implement the requirements of the subdivision regulations and other city codes and do hereby bind ourselves, our heirs, successors and assigns to warrant and to forever defend the title on the land so dedicated. Further, the undersigned covenants and agrees that he/she shall maintain all easements and facilities in a state of good repair and functional condition at all times in accordance with city codes and regulations. No buildings, fences, trees, shrubs, or other improvements or growths shall be constructed or placed upon, over, or across the easements as shown, except that landscape improvements may be installed, if approved by the City of Celina. At no point shall any overhead utilities be installed on the subject property. The City of Celina and public utility entities shall have the right to access and maintain all respective easements without the necessity at any time of procuring permission from anyone. This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Celina, Texas. Witness, my hand this the 1�_ day of atyg • , 2023. MM Sutton Fields 4A-4B, LLC A Texas Limited Liability Company CADG Sutton Fields, 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 Mehrdad Moayedi Its Manager State of Texas § County of Dallas § r This instrument was acknowledged before me on the day of 2023, by Mehrdad Moayedi, manager of 2M Ventures, LLC, as manager of MMM Ventures, LLC, as manager of CADd Holdings, LLC, as sole managing member of MM Sutton Fields 4A-4B, LLC, a Texas Limited Liability Company, and CADG Sutton Fields, LLC, a Texas Limited Liability Company on behalf of said companies. Giv under my and seal of office, this /L day of I,,QtY1_ 2023. Notary Public in arI6 for ihe State of Texas My commission expires on: Is DEBBIE LA:Expire]s Notary ID #121My Commission August 16, SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS §§ That 1, Jimmie D. Nichols, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon as "set" were properly placed under my personal supervision in accordance with the subdivision ordinance of the City of Celina. Jimmie D. Nichols ; • � Registered Professional Land Surveyor No. 5184RFo''9N '..... E JIIbjMIQ:'N.CHOCS •. State of Texas § : ��0 5184 ' 9.yo•FEssicN?�� County of Dallas § SURV c�`IO Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Jimmie D. Nichols, Registered Professional Land Surveyor, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed �'the �same for the purpose and considerations therein expressed. Given under my and seal of office, this j5day of zu� 2023. ��., AMANDA RENEE SMfTH Notary Public in and for the State of Texas (. �t a Notary Public, state S Texas :ry'•�r,•' Comm. Ex ires Ot-o9-2026 'ihe '?oKSeN Notary ID 125153769 My commission expires on: NOTES: 1. All lots comply with the minimum size requirements of the zoning district. 2. This property may be subject to charges related to impact fees and the applicant should contact the City regarding any applicable fees due. 3. All common areas, drainage easements, and detention facilities will be owned and maintained by the HOA/POA. Any common area within the City's right-of-way are required to be an HOA 'X" lot. 4. All common area/HOA lots or floodplain may contain a public trail and shall provide an access easement for the public to use the trail. S. Notice — selling a portion of this addition by metes and bounds is a violation of City ordinance and State Law and is subject to fines and withholding of utilities and building permits. 6. This plat does not alter or remove existing deed restrictions, if any, on this property. 7. Minimum finished floor elevations are at least 2 feet above the 100 year flood plain. 8. 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.' 9. The bearings shown and recited hereon are referenced to the Texas Coordinate System of 1983(NAD83-CORS96) (North Central Zone No. 4202). All distances are surface distances with a surface to grid scale factor of 0.999849392677. 10. No overhead utilities are permitted on the subject property. 11. All perimeter property corners are 5/8-inch iron rod with caps stamped "BCG 101 94538"found or set, unless noted otherwise. Lot comers are 5/8-inch iron rods with cap marked 'BCG 10194538" set or an 'X" cut (set) in concrete. 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 feet (5) from the rear lot corner on the side lot line. 12. The undersigned does hereby covenant and agree that the access easement may be utilized by any person or the general public for ingress and egress to public vehicular and pedestrian use and access, and for fire department and emergency use in, along, upon, and across said premises, with the right and privilege at all times of the City of Celina, its agents, employees, workmen, and representatives having ingress, egress, and regress in, along, upon and across said premises. 13. Water and sewer to be maintained by Mustang Special Utility District. 14. Wall Maintenance Easements and maintenance of screening walls to be maintained by HOA. 26 27 •o (V � saa•aa'o3•w 1 10.00' / —MSUD UTILITY ESMT 9u INST. NO. 2021-29573RPRDCT —S00'3223'E 106W 1 Detail Scale: 1" =100' II II III 2X I I DRAINAGE AND LANDSCAPE O EASEMENT 100 YEAR 597.51 I I A=090•0709' NORMAL POND 593.00 I I R=20.BU CB=s46' lr 23•E I I cL=29.4S I I L=3271' ' CITY OF CELINA TEMPORARY _I I DRAINAGE ESMT INST. NO.2021-29577 RPRDCT (SEE NOTE"*) I I A=090'0709• I R=10.80' C13=N46.17 23'W CL=15.27 � ,_" f 1m L=16.99' io JOHN M. COSPER & JACKIE COSPER ' VOL. 626, PG. 706 RPRDCT Im 60 0 (CURRENT DEED) o IN TRAVADI INVESTMENTS LLC zl CALLED 5.0 ACRES INST. NO.2017-38158 RPRDCT I A=011'16'17' I I R=25.W + ' CB=S86. 27 36'E CL=4.91' 15 MSUD ESMT L=4.92' A=011'16'1'r ' R=75.00' MSUD UTILITY ESMT N86.29 36 W INST. N0.2021-2957�/ ' /CL=29S RPRDCT L=29& 59.33' SEIE'S72`E 16&7T-- - — — — — — — — — — N89'2622•E 378.07 DRAINAGE AND GRADING EASEMENT S87'Sr16'W N80'51'27W 60'R.O.W. DOC. NO.2021-227995 RPRDCT 69.99' 10829' DEDICATION - — — _ _ _• RUIN ROAD — — 10' ACCESS EASEMENT DETAIL **NOTE CITY OF CELINA TEMPORARY DRAINAGE EASEMENT RECORDED IN INSTRUMENT NO.2021-29577, RPRDCT, IS TO BE RELEASED/ABANDONED BY THIS FINAL PLAT CERTIFICATE OF PLAT APPROVAL Approved _/?V0 /_� gS J — 1 l 2023 Tfty Development Official Date City of Celina, Texas FINAL PLAT Witnessbyh i .� dayof2023. SUTTON FIELDS PHASE 4A G�SY OFC,43.391 ACRES 156 RESIDENTIAL LOTS City Secretary 6 HOA/OPEN SPACE LOTS SITUATED IN THE %City of Celina, Texas FREEMAN WILKERSON SURVEY — ABSTRACT NO.1411 CITY OF CELINA ciz iz , DENTON COUNTY, TEXAS BARRAZA CONSULTING GROUP, LLC iled for Record TBPLS FIRM REG. NO. 10194538 n the Official Records Of: TBPE FIRM REG. NO.20683 enton County On: 8/17/2023 3:26:57 PM 801 East Campbell Road, Ste. 650 In the PLAT Records OWNERS: MM SUTTON FIELDS 4A-48, LLC BUTTON FIELDS PHASE 4A CADG SUTTON FIELDS, LLC RichardSon,Texas 75081 Doc Number:2023-294 1800VALLEY VIEW LANE,SUITE 300 TELEPHONE- (214)-484-7055 Number of Pages: 2 FARMERS BRANCH, TX 75234 Amount: 100.00 PHONE (469)892-7200 EMAIL - JNichols@Barraza-Group.com „ Order#: RPLS OF RECORD: JIMMIE D. NICHOLS PROJECT # - 2019008-04A 8 By: Fz REGISTERED PROFESSIONAL LAND o SURVEYOR NO. 5184 DATE: AUGUST 2023 Z SHEET 2 of 2 _