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SB0098A (2)EXISTING o <? �- 7p"M r `\ A=001 187Z � / In �p Util' Gy `moo � ' nst No. 20ge Easement \ �� S 0 \O'I -- FL(SEE NOTE 8) ODPLAIN E CB=3S 45'4%E as ,EW �/ 1.1 Ce,S � CIRS CiRS L6 0. 2 911RDcr %\mac O�}irT / APPROXIMATE a_RPRDCT \ ZONE a CIRS 40 cw E O�/ LIMITSOF \` (UNSHADED) CL=31.81' N b w�E=557.37' 0.7652 AC J C r� \yU 1'1. 040FLOOD ZONE / Pg/ L=31.81' aq H �' w BFE 7.W 3 Wa4E 0.7661 / C01S J �$ / _ _ �JGy�, 40 o a t� r m 0 3Y ^ RFE-5573T 7,y?6 SF / � H..O CIRS / r /y S89 24 59 E O` 5 F^ 7 g o BFE=55/3T 1 K 1 L9 /s "lag. 0.1652 AC o §1 ie 25' / o. r, APPROXIMATE / 10' MSUD Utility Easement 35.3(Y 7,795SF = $ $ W '�' 25' 1 51'1C C Z No \�� I _ LIMITS OF / Inst No. 2023-27787 RPRDCT o OZ 0.1652AC $ ^ 9 Q W x{ 8,F6j a75s, 410 ?��?)asgry \// / 20'Dtain ` "' 7.5'UE 7,197SF z ^ I �!''W'� w ?3T„, 4757 AC CaiS 7gg "77r FLOOD ZONE age Easemem - -- ----__ / InstNo.202327t92RPRDCT NQO°35'01"E / cos CIRS /-W.27-- ® da2r�'15 <NB�=s�s3 a"� �71 RP T MM EDGEWOOD CREEK, LLC ----- ---___ �----------- -------------------------------50.00'-r'-- - cos -mz�- _ t4.29' 1 � ^ e ^ � - �F: o cus C1 (CALLED 246.54 ACRES) --------------------- ____ 11 .54 c------------- 7 - C14 O m 14.29 ® _ >S9 4 ?c�sL14 INST. NO.2020163314RPRD InstNo.2023-271 RDCT = ) 6 CT 0 090 00' -- __ _________ N8924'S9w - _ �!='' ^ f7 ,�'-= C/ rainageEas -- Temporary Turnaround Easement !� �� y7q ® ^ ssr ss? 4, AC j �� 9 RP R 85 00' i 11 3530 O7 4Sy � CT InstNo.2023-27201RPRDCT ` CIRS cI-52.67- _sa.4,•__ // c= = f8 AN.s's>< o ai -Qr iS �� CB=S87°0967"E EMEN \ sn 76 c ^ ^ 30'UPPERTRINITYREGIONAL INpGEEPS CT / seAF- _ r aa° S7 > zeq� a9gc . c y �: O DRA PG.320 RPRD sao - _59.4J _ M ^ e �o ass S �J CL=120.21 WATER DISTRICT ESMT. 478. N89°2459"W --sT4r � >572, , 19 h"f°sx �z ass C2 voL. _ ,," 504T' \ 5p'R_D>O'�?QY�L16 S• �P' ' $ w L=133.52 VOL. 5390, PG. 4918 RPRDCT 30.00' 37 36 35 �` �� rB, der\J rN ^ 20 +L RAW `�7 ���P G� S42 09'07"E N47 50'53"E 2" MSUD WATER LINE ESMT. � � m� s� W n� 2s 2 P ° ° 4j- INST. N0.2019-65560 RPRDCT N00°35'01"E _ ^a1479AC € - 34 J sUED �tr�2 ® zs i 7 ' '� �S r , /-o.1473Ac 6Aa?SF o.147gacz out o 33 s ® S9FA.. c[ g' s 7 P 115.00' 139.83 s - / �•cs e 44438E AC 2 0T4 cos S89 2459'E 400.71 115.00 6alasF 3.79' 8.90 6043sF 7�AC 32 e ` se "V� ' ° Fsglr 9p a ro 07 o� -sa4r_ 442SF _h ^ b - �- � 166 / o h } �S7sE o C \\ Access Easement O?�2 o t / c1RS 49.63_ ta.m' 4 z 3j R \ w ° '�( \ \ Inst No. 2023-27193 RPRDCT i C�5 \ y tvy p / Na81710w '486.38'O7W 44.57 39.,7 074ig 2 �'3g S13'3A'00 ,�' j S1 S12'O4•E"a'�g1 aFF4r2pC �'\\ \\ / \ CIRS \ 'Y i'"�, ' ' ¢ft�\l�°j �`N APPROXIMATE W 0.,azDAc 0.1320AC o.l32oac o.,32oac 0.1320AC 3'wME 0.132aAC 0.,340AC 57.20 5853 1j�'sa31w tv^AE 644p AC 4 - 30 4{ tAi1/ u.z9' nb £'��. 9 `\ \ APPROXIMATE ,' \ ` •'' c�3 cos / SURVEY LINE ' S,7,n SF 5756 SF 5,750 SF 5,750 SF 5,750 SF 0.1320 AC 5,750 SF 5,750 SF 56 >9 07 2 7 / o7r Sm.Sr +18o1a Win' sF or4 m ^ ¢ O 3. 5,750 SF 0.1462 AC 0.7470 AC SB. w N 6 AC 4,g `�Sr \ (D 2 6 'rK9 cm,\ \ N g 1 f 12 13 14 _ 3 g 3 63695E W Iti4o3sF ata7oac �727701v eta zsF 444z y g i" o C N47 50'S3"E " �. �/ > �� J \ 00 _ N'< 3 0 0 0 53' •44 29 . S r? 4 \ \ SURVEY LINE ,' / Pbc' ` \\ C79 126aSF 9,t \ \�e pp P o o $ b n _ u, 6,403 0.7470 58.53' 74, 3S o. `x "' ` aiY. S `91' \ \ e / , \ .� M fA 9{ 10 u _ C $o o SF AC 4 7 y / / e r o b n m n ,�„ 15 '^ 16 vi a"'•, 17 18 m o - 6A03 SF 58 '44yy `?40T 18.96' 4 AC 28 " ® 1P 3% O Q \ \ \ /' ° \ ` � o b g b sy46 14p687c o y N762722W Nr. \6 2h s'1. 230.00' / v4 r , F \ O Li $ 1n 19 $ 20 b $ O !u a 14 AC SBA? 4J7.� h / 7 4 S. 3 $ F. B C C \ \ \ / / S, O \ 8X / / 3 O SV ' •e �. Inst.N .202-27196Rasement S89°2459"E Z ® ® TFUE� n 44p3Sa a N6- sx $ ^ 27 / 9a Q\ \ rs � .k ssr4k \ \ , , o.y1<9� �� 2 Inst No. 2023-27196 RPRDCT , 6.0,' ® z 21 8 ;., 14,OgC Ss 6 1v 8.7T O, �/ ��� 4•$'•Q \ n `� \ `\ ,' / F: O /I t ' < 3, \ qV, cos 113.31 -sD.ar- - so.ar -so.ar - -5o.ar - so.ar- -so.ar- -so.ar- - so.ar -azos- ^41isFC= ' 22 g / _ F ® 44TSF s4' ,2p/ co P e7` " ® ws / c4 ® z -- - --- --- -Sao,_ e 3 41o4�AC / a sktC 7 \ �+ �� s�,�� \\\ /' , 0 ,> 1 / a 37SSjy ^°b ry� \ �2y O 23 P° \♦ / ^� I�CC C f Noo°3501 "E CIR3 SHASTA CREEK ROAD 53.06 - _ •s� e o ° S� y�1�s4> N ,so�� / �^ --_ -- - o "' S89°24'S9'E 51431' 63.06•-- = r $ � W 474>'f4 syy�' ' o`` ® ` o \ .,•. S M Z EMS c=9 MOBBERLY MUSTANG MOBBERLY LL LL it SMILEY 0 v U3 428 428 MEADOW SITECAR o � U Z 428 o U BONAR ir CAREY a CR TCHFIELD 22 ? s'c f a e 4 oqC Y. , 50:D0"- T ss.00' - sas'3511w - - - - - s3o6 i ^ 24 A +ors 6 tr Q' V , 13 w o� sex . 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P S s 8 9 10 < $ +4asF w aT4,yAc 4i3k ?7'Sr lass a7 3 4b °� rsr'rr o, ' \ g Zh f� sv sF / o , I -„_, z z z z g z $ S o c - i 1 s, S A 4 SF al B '7grB' > �4C / 4.59'24w� ` ' •.\ 9 •9C e� ® $ G %� $ 16 y';`� 1 INCH =100 FEET 1 S89 2459"E I I alazaac z o.,479ac z a ^ 12 y g s �4Ac 4s 7?tt �'> / \ 02 4 ti9\ �, atc ,ydi 20.5r O / <A' F�� 73 94' \ n \ �:``' g,'�ap, aX- , S02'St'SBw �Q.a l,s� FS' / �0`1 �G Oo•� IRS t- 7.suE� ® 6221® 44425E z ry 13 e 8 �6g 013jSu n� / cTi ® so 7 / /J� o> PQ `' S�QQ A=142.3924' A=18°40'18' 20'Drainage Easement 20.00' _ 14 4go>gc 6°7igs / / ^° y 1 0 o sr C'i n��� ��BS1��a.,5'° s�� G 4i Inst No. 2023 27197 RPRDCT CIRS o SO.ar' SO.ar- - SO.ar- - O.Oo` -Saar- - SO.ar'- - SO.ar - -W.ar'- 29.31'-23.25 - 5256' - - 2 ^ L 8 0 1Y A , \ s,\' �q y �� j `� �� P N00°3501 "E I cxs s4a2a's9 E 5 / c j q R=3.00' R=60.00' a>o 1/7 a sr f 5 4i y cP �° rE <; / �6 P� / / / y°P1�11 CB=N47°50'53'E CB=S51'29'17'E --------------------------- ss.00' _0 46a.3r WHITE CREIX DRIVE-5256'_ _ ^ 15� � ' Siff-- 1 w - - - - c9 m -------------------------- 10_MSUDUtility Easement N4S35'01'E S89'24'S9'E 519.31 - - ` �_�_28�557• s156` Uf �'' /}� 2 b >4 \ s !� 4?} / r / 4s �O , Inst No. 2023 27785 RPRDCT ----- C U 14.td �� Rib 1 = ^ 16 / �9� '° a 49 `\ \ z 4>�'jy !1 �p� O� �� CL=5.68' CL=19.47' ® s ' / �o L=7.4T L=19.55' 00 4B h �`} / Nta7s7 1o.s51y� ss 9C b ae5 �yos $� y / ! / e , CAS o \75�T ,�. / �,\ �'. 4t`� �`Sf� , , sl. / .�'� �dt .'3.'fia,"�ps``°,t 7X , OF. O• A=18'40'18' elRs o soots_ -sear'- -s000 _tea_ _arar• _5D saoa_ _sago_ zs37 zaea __6a1ae_ ea, a °a A 3' 3 3 s- \ / �' o / N84o 2459"W Z r ° t `� ® t' / ,,� y 6 & 13 �' d �<` / i I ® ®w w w 7.6 UE 41-72 _ 0, o ,'�s are F e4 \ ®Na6 zaz9w %p oh / c� ' R=60.00' - - - \ \ ' 20.00 1 ® ® 63 4Q4 \ �65, © Ig_ \ l- 37 / "?•ii✓Sc''C' N r 17.68• 2r •.•.`'°. \.� \ \y_ 1 .97 ,•P / d�/ ® 'S4i0'�` ,'SAP` '/ a� / / ` CB=N32°48'SB' \ \ ° N44°24'S9"W Q I 37 $ 36 $ 35 s; o g Q o o w \� t3E 61 °, -V 4 ;� T 12 °5�� as' S .. - .Cd 32.41fi4'E 21" 14.14' o - o - g ^ _ e 28 m N 631p9 / �^ s ors E? r a �,e? 5. \ ' sq'o� �5 �4 O L=19.55' a p 34 :; 33 32 31 30 29 S14'4T76t :` $ gas qC ea 1' ! / / B 4J ;� ,� p„ �_ p� �_ p� � a „� �, 3 N ta.'sq / Rr ! •01 ! 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N0.2020-163314 RPRDCT r S3.54' ssT ,°- ,(y .5 ,� . m , 0 6 e. 0- t�, ` O m I 60.ar SO.ar SO.ar SO.ar soar s0.ar SO.ar So.00' 29.31' 477t' 73.23 4>5> '4C 24 /" ` Qr .}' .! , .y,✓> , @ !j QG / \ 9 �O. \\/ O �ry 4c� H o v 0.1573 AC N84.47'S8W �' - \ , 'gBj tN •'b• •?.•o, 3•\ C17 �O o1 I 0.,320 AC 0.1320AC 0.1320AC 0.1320AC 0.1320 AC 0.1320 AC 0.1320 AC 054w 60-3q' N79'32ry �. 19.66' 0 '� mil' `s' \'t' '`'�i'C 'v Pp .�� t{i N45 3501 b ° I s 7so SF s 7so SF s,7s0 SF a75o SF Ss, y ^ \ Cai o' 1� o`' o• / \ \ o i z 4850 SF 5'Iy 6B• ] .,t 7 \ '• 9 \ O 3 w w w w s7so SF s,7s0 SF 5,750 SF za9tr 0.1451 AC 60 a0' tP Z7 4>s> aN ^ 23 h c, f F 58 o y�g, �� a` 0 6i e� b• od'/ \ ` 4Soac 60. �l4 16, sF o !a �B4 ! 581' @ BA 9 o c '" b w w .'w- 4378 SF w 0.1 3 34 7 !V 'o�' O �• S` k 2 °1.' _� 1 vi 2 S' vi 3 n u_i 4 m voi "' $ o h ?3 oo _ S 6.3185E a 11'A1'f,j•�z6,OB' 4 •�.57'gL' "pi •"�. .6� ` \ '•'O a ,C ® e0'. / / G 5 m vi 6 m vi 7 m $ m ui 9 `�� vi i0 -i�v $ '" , 60 ;'T9 ?'y �t� _ •. 'Vp. '� A4` a ,N �S� / Q' / A=18 O I a I W O •- O •- O •- O •- N •- b •ri Fh 43T 01 •5T 4' 22 , r \ 57 �•' 7 �' $ 1, �. R=60.00' S89 2459"E �, o, a2182AC N F , a' / o z z z z zg ^ zg ^ g ' $ ' 8 qC S, 21.41' 0, „ S4 \ ,STj ,�, \ ,n ro -1 O. , / P / V% I °? ® ® z z O.t376 AC z 8 i f $ SF 6.37g� 6F' \ '?',�ba' O, 9.506 SF }�' 0 0.3129 AC '� /1a� "j� / / 20.00' G 5,9955E 12 sx 4? ��� \* C7v ,>' .' a CB=N51°29'17 / 20' Drainage Easerncl,[ c91s 7.s uE ® _ m 8 1=�0 2j \ ? a< 2> $ - t 629 sE y / , / CL=14.47' / N00'3501"E c� mom - soar- spar -Sam - sear1 som �0rom- soar- n.31 ® ^ 13 / $ a z63 s '` ,/ ° C �' 23 / / R--3.W39za' Inst No. 2023-27198 RPRDCT r C - - - - - - _ 56 L= r------------- 50.OiY I N4424S9w 3WDW`_ - .y - O, 3q, 6r� qC r,0 \ Fr J'F O % �� �1i QQ�O - . Ss.Do' ,4.,4' 3 464.31 MULLER CREEK DRIVE ^ 14 S 67T•4C os,, `b °moo rr`�< e>� ! M �, �, ^°� P / / O CB 5�47°50'53'W /-------------------------------------------- - ' 20 tits _ _ �_ 8 N89 24'S9 W 519.37' (TOTAL) o - - - - o 3s, 8.56' q,SS ,o h & 3.83 s�01 . 1 V MSUD Utility Easement N s e41 ®'90 c / / / Inst No. 2023-27788 RPRDCT C7RS CBiS �aoa_ _Sg.op_ _s00�_ _soots_ Saar_ _sa0�_ �a0tt_ _5Dw_ _dg31_ z6 - k7a7\ , ¢ �' £c � 2.t7 S02.53MV v Qsa ev G`Q 4 W ® ® �7.s'uE 1.2s " ^ f6 a- bs 19 1414 a1 "e 55 © N89°24'59'W B� , 40- o, 0.2998AC / / O b :L bO t„ ® - S°qs, °j b� 13,059 SF 70. 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NO. 2004-135532RPRDCT L=7.4T - ---58AC- - - 5'e / F.M ROAD NO 428 - - - - - 687 SF 2X 27.50 25 I 16X Na42r24w 244.49 - - - - - - 245.7o B R� � � - / 17X O �V.jDD- Esror7--/ 50 a250 425D \ I I , - c 1�� - - W DETAIL "A" c�s (27sx3o1 4ox 89°24'S4"W IN35989°24'59 .69 CIRS (1/2" RF BEARS W 1208.43' TO 1/2' IRF o.ota9Ac IVSIBIUTY S48'2t'4WW 2.09) SCALE:1'=60' / - - @ SOUTH END CORNER CLIP @ 0 825 ESMT 16' Underground Stc 25' LANDSCAPE BUFFER - FARM -TO -MARKET ROAD NO, & DRAINAGE EASEMENT _ , - of _ _ _ w 3d Drainage Crossing Easement � POINT OF BEGINNING _ _ BLUE ANGUS RANCH, LP t N=7,152,361.18 - - INST. NO. 2007-107216 RPRDCT a DASHRATHBHAI PATEL E=2461,003.42 INST. NO. 2022-31419 GPS GRID BLUE ANGUS RANCH, LP BLUE ANGUS RANCH, LP / RPRDCT INST. NO. 2007-107216 RPRDCT INST. NO. 2010-82447 RPRDCT I I I OWNER: MM Edgewood Creek, LLC 1800 Valley View Lane #300 Farmer's Branch, Texas 75234 Phone: (469) 892-7200 Jack Dawson, Vice President Email: jack@centurionamerican.com LINE TABLE LINE # BEARING DISTANCE Lt S86-52-23-E 65.18 L2 S84'23'58"E 65.19 L3 S81°55'33"E 65.19 L4 S79°25'04'E 67.00 L5 N12°48'08"E 30.00 L6 S77'11'5TE 50.00 L7 S12°48'08"W 30.00 L8 S74'50'19E 71.04 L9 S72'24'10"E 61.23 L10 S70'04'47'E 61.23 L11 S67'45'24"E 61.23 L12 S65°2653E 61.23 LINE TABLE LINE # BEARING DISTANCE L13 S63'0213"E 60.70 L14 N29'10'58"E 6.96 L15 S58"58'31"E 60.00 L16 S29°10'58W 6.86 L17 S58'30'O8'E 60.71 L18 S56'12'28'E 60.88 L19 S53°53'52"E 60,88 L20 S51'35'14"E 60.87 L21 S49°16'37"E 60.87 L22 S46°58'01'E 65.18 L23 S59'53'40'E 9.23 L24 N14'19'36'E 60.00 L25 N08°33311W 60.00 S63°02'13"E 5.00 LL26 L27 N59°46'27"W 5.00 GENERAL 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. 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. Subject property lies within Zone X (unshaded), defined as "Areas determined to be outside the 0.2% annual chance floodplain' according to FEMA Flood Insurance Rate Map No. 48121 CO27OG for Denton County, Texas, and incorporated areas - revision date April 18, 2011. Limits of Zone X (unshaded) according to this map are shown plotted hereon. 9. Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD '83) Surface to Grid Scale Factor 0.999849393. 10. No overhead utilities are permitted on the subject property. 11. Base Flood Elevation (BFE) = "Flood Study for Edgewood Development in Celina, Texas' Dated: October 8, 2020 for specific hydrologic and hydraulic impact. 12. Lot 3X, Block A, and Lot 7X, Block B (30-foot HOA Reservation) are to be dedicated to the HOA. 13. Lot IX, Block A, and Lot 5X, Block B, and 16' Drainage Easement located on these lots will be maintained by the HOA/POA. 14. Lot 6X & Lot 7X, Block B, and 16' Drainage Easement located on these lots will be maintained by the HOA/POA. ENGINEER: SURVEYOR: Barraza Consulting Group, LLC Barraza Consulting Group, LLC 801 East Campbell Road, Suite 650 801 East Campbell Road, Suite 650 Richardson, Texas 75081 Richardson, Texas 75081 Contact: Matt Clark Contact: Jimmie D. Nichols Phone: (214) 484-7055 Phone: (214) 484.7055 Email: mclark@barraza-group.com Email: jnichols@barraza-group.com LOCATION MAP (NOT TO SCALE) 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 ROW RIGHT-OF-WAY ESMT EASEMENT RP RADIUS POINT S&E SAVE AND EXCEPT HOA HOME OWNERS ASSOCIATION CIRF CAPPED IRON ROD FOUND IRF IRON ROD FOUND CIRS 5/8" IRON ROD WITH PLASTIC CAP STAMPED "BCG 10194538" SET RPRDCT REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS PRDCT PLAT RECORDS OF DENTON COUNTY, TEXAS O DESIGNATES BLOCK NUMBER Q DENOTES STREET NAME CHANGE ® DENOTES DRIVEWAY LOCATION RESTRICTION MSUD MUSTANG SPECIAL UTILITY DISTRIC NOTE: DISTANCES & CURVE TABLE LENGTHS IN FEET CURVE # ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 25.07 780.00 11 Y31' N30°06'14'E 25.07 C2 23.15 720.00 1'50'31' S30'06'14"W 23.14 C3 87.91 50.00 100*43*58' S49'46'58"E 77.01 C4 285.87 1000.00 16'22'44" N71°39'41"E 284.89 C5 231.83 1000.00 13'16'58" N56°49'50'E 231.31 C6 40.23 1000.00 2'18'19' N49°02'12"E 40.23 C7 112.34 250.00 25°44'48° N12*1723"W 111.40 C8 206.39 250.00 47°18'01' S65°45'58"E 200.58 C9 78.54 50.00 90*00,00, NO2'53'03"E 70.71 C10 264.38 810.00 18'42'04" S51 °28'00°E 263.21 C11 361.17 1090.00 18'59'05" S51°19'29"E 359.52 C12 78.82 50.00 90*19,11, S86°593TE 70.91 C13 78.54 50.00 90,00,00" S87'09'07"E 70.71 C14 292.16 1370.00 12°13'07" N83'18'25W 291.61 C15 174.92 60.00 167°02'27' S49'22'46"E 119.23 C16 164.53 60.00 157°06'53' NO2°53'03'E 117.61 C17 164.56 60.00 157°08'44" S87°081TE 117.62 C18 24.11 750.00 01'50'31' N30°06'14'E 24.11 C19 39.27 25.00 90*00,00, S87009'OTE 35.36 FINAL PLAT EDGEWOOD CREEK PHASE 1 63.192 ACRES (GROSS) 13.870 ACRES OF RIGHT-OF-WAY DEDICATION 301 RESIDENTIAL LOTS 8 HOA/OPEN SPACE LOTS SITUATED IN THE WILLIAM S. RAY SURVEY - ABSTRACT NO. 1105 AARON RAY SURVEY - ABSTRACT NO.1106 JOHN RAY SURVEY - ABSTRACT NO. 1104 & DANIEL RAY SURVEY - ABSTRACT NO.1107 CITY OF CELINA ETJ DENTON COUNTY, TEXAS I TBPLS FIRM REG. NO. 10194538 C TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 Y PROJECT # - 2019013-01 t DATE - April 2023 SHEET 1 OF co 2 LOT SIZES LOT TYPE QUANTITY SF-R 301 OWNER'S ACKNOWLEDGEMENT AND DEDICATION STATE OF TEXAS § COUNTY OF DENTON § I (we), the undersigned, owner(s) of the land shown on this plat within the area described by metes and bounds as follows: BEING that certain tract of land situated in the John Ray Survey, Abstract No. 1104, the William S. Ray Survey, Abstract No. 1105, the Aaron Ray Survey, Abstract No. 1106, and the Daniel Ray Survey, Abstract No.1107, in Denton County, Texas, and being part of that certain called 246.54 acre tract of land described in deed to MM Edgewood Creek, LLC, recorded in Instrument No. 2020-163314, of the Real Property Records of Denton County, Texas (RPRDCT), and part of that certain called 398.498 acre tract of land described in deed to Yousef Saadi, Trustee recorded in Volume 2414, Page 572, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with plastic cap stamped "BCG 10194538" set on the north right-of-way line of Farm -to -Market Road No. 428 (variable width public right-of-way), from which a 1/2-inch iron rod found at the south end of a corner clip located at the intersection of said north right-of-way line of Farm -to -Market Road No. 428, and the east right -of --way line of Farm -to -Market Road No. 1385 (variable width R.O.W.) bears North 89024'59" West, a distance of 1208.43 feet: THENCE over and across said MM Edgewood Creek, LLC tract, the following courses to 5/8-inch iron rods with plastic cap stamped "BCG 10194538' set for corner: North 0003601" East, a distance of 323.00 feet, North 89024'59' West, a distance of 70.00 feet; North 00035'01' East, a distance of 460.00 feet; North 89024'59" West, a distance of 30.00 feet; North 0003601" East, a distance of 50.00 feet, South 89024'59" East, a distance of 75.00 feet; North 00035'01 " East, a distance of 115.00 feet, South 8902N59" East, a distance of 500.00 feet North 00035'01' East, a distance of 115.00 feet; North 8902N59" West, a distance of 70.00 feet; North 00035'01" East, a distance of 50.00 feet; South 89024'59" East, a distance of 20.00 feet, North 45035'01 " East, a distance of 14.14 feet; North 0003601" East, a distance of 210.00 feet; North 44024'59" West, a distance of 14.14 feet; North 89024'59" West, a distance of 20.00 feet; North 00035'01" East, a distance of 50.00 feet South 89024'59" East, a distance of 20.00 feet; North 45035'01" East, a distance of 14.14 feet; North 00035'01" East, a distance of 210.00 feet; North 44024'59" West, a distance of 14.14 feet; North 8902N59" West, a distance of 20.00 feet; North 00035'01" East, a distance of 50.00 feet; South 8902N59' East, a distance of 113.31 feet; North 00035'01 " East, a distance of 115.00 feet South 8902N59" East, a distance of 400.71 feet; North 00035'01" East, a distance of 115.00 feet; North 8902N59' West, a distance of 30.00 feet; North 00035'01" East, a distance of 50.00 feet; South 8902N59" East, a distance of 35.30 feet to the beginning of a tangent curve to the right; Southeasterly, with said curve having a central angle of 01 °18'23', a radius of 1395.00 feet, a chord which bears South 8804647' East, a chord distance of 31.81 feet, for an arc distance of 31.81 feet; North 01 053'25" East, a distance of 115.00 feet South 86052'23" East, a distance of 65.18 feet, South 84023'58" East, a distance of 65.19 feet OWNER'S ACKNOWLEDGEMENT AND DEDICATION (Continued) South 81 °55'33" East, a distance of 65.19 feet; South 79025'04' East, a distance of 67.00 feet, North 12048'08" East, a distance of 30.00 feet, South 77011'52" East, a distance of 50.00 feet; South 12048'08" West, a distance of 30.00 feet; South 74050'19' East, a distance of 71.04 feet; South 7202410' East, a distance of 61.23 feet, South 70004'47' East, a distance of 61.23 feet; South 67045'24" East, a distance of 61.23 feet; South 6502653" East, a distance of 61.23 feet; South 6300213' East, a distance of 60.70 feet, North 29010'58" East, a distance of 6.96 feet to the beginning of a tangent curve to the right, Northeasterly, with said curve having a central angle of 01 °50'31", a radius of 780.00 feet, a chord which bears North 30006'14' East, a chord distance of 25.07 feet, for an arc distance of 25.07 feet; South 58058'31" East, a distance of 60.00 feet to the beginning of a non -tangent curve to the left; Southwesterly, with said curve having a central angle of 01 °50'31 ", a radius of 720.00 feet, a chord which bears South 30006'14" West, a chord distance of 23.14 feet, for an arc distance of 23.15 feet South 29010'58' West, a distance of 6.86 feet South 58030'08' East, a distance of 60.71 feet; South 56012'28" East, a distance of 60.88 feet, South 53053'52" East, a distance of 60.88 feet; South 5103614' East, a distance of 60.87 feet South 49016'37" East, a distance of 60.87 feet; South 46058'01' East, a distance of 65.18 feet; South 59053'40" East, a distance of 9.23 feet; North 47050'53" East, a distance of 230.00 feet, South 42009'07" East, a distance of 115.00 feet North 47050'53" East, a distance of 139.83 feet to the beginning of a tangent curve to the right, Southeasterly, with said curve having a central angle of 90°00'00", a radius of 85.00 feet, a chord which bears South 87009'07" East, a chord distance of 120.21 feet, for an arc distance of 133.52 feet, And South 42009'07' East, a distance of 135.00 feet, said iron rod being located on the northwest right-of-way line of said Farm -to -Market Road No. 428, from which a 3/44nch iron rod found at the southeast comer of said MM Edgewood, LLC tract bears North 47050'53' East, a distance of 1366.25 feet, THENCE with said northwest right-of-way line of Farm -to -Market Road No. 428, said northwest right-of-way line according to deed to the State of Texas recorded in Volume 478, Page 322, RPRDCT, the following courses; South 47050'53" West, a distance of 962.32 feet to a 5/8-inch iron rod with plastic cap stamped "BCG 10194538' set for corner, from which a wood monument found bears North 58"00'37' East, a distance of 1.51 feet; And South 44058'53' West, a distance of 100.10 feet to a 5/8-inch iron rod with plastic cap stamped "BCG 10194538' set for corner, THENCE South 47053'03" West, continuing with said northwest right-of-way line of Farm -to -Market Road No. 428 according to deed to the State of Texas recorded in Volume 478, Page 322, RPRDCT, said northwest right-of-way line along this called line also according to deed to the State of Texas recorded in Volume 478, Page 316, RPRDCT, a distance of 898.69 feet to a wood monument found for comer, THENCE continuing with said northwest right-of-way line of Farm -to -Market Road No. 428 according to deed to the State of Texas recorded in Volume 478, Page 316, RPRDCT, the following courses; South 5001172" West, a distance of 133.71 feet to a 1/2-inch iron rod found for corner, said iron rod being the beginning of a non tangent curve to the right; Southwesterly, with said curve having a central angle of 37016'03", a radius of 1095.92 feet, a chord which bears South 66028'29" West, a chord distance of 700.33 feet, for an arc distance of 712.83 feet to a 5/8-inch iron rod with plastic cap stamped "BCG 10194538' set for corner: And North 89024'59" West, a distance of 359.65 feet to the POINT OF BEGINNING, containing a calculated area of 63.192 acres of land. CERTIFICATE OF REGISTERED PROFESSIONAL LAND SURVEYOR STATE OF TEXAS § COUNTY OF DALLAS § I, the undersigned, a Registered Professional Surveyor in the State of Texas, hereby certify that this plat is true and correct and was prepared from an actual survey of the property made under my supervision on the ground. Jimmie D. Nichols Registered Professional Surveyor No. 5184 .j`� I 2�Z Ji'MtJi1E D, N;CH01-S Date 5184 STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, on this day personally appeared Jimmie D. Nichols, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and considerations therein stated. Given under my hand and seal of office this b day of 2023. INOTARY PUBLIC Dallas County, Texas f µva&q CHRISTIE HANCOCK _Notary Public, State of Texas Comm. Expires 05-02-2023 Notary ID 131999293 SF-R TYPICAL DIMENSIONS: 50'(w)x116(d) MIN SQUARE FOOTAGE: 5,750 Sq Ft NUMBER OF LOTS: 301 50' MINIMUM D g z 40'x7O' PAD 40'x70' PAD L �- LLI LLI to ______ j7.5'UE(TYP) STREET TYPICAL PAD DIMENSIONS (TYP.) N.T.S. LOT SIZES LOT TYPE QUANTITY SF-R 301 GENERAL 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. 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. B. Subject property lies within Zone X (unshaded), defined as 'Areas determined to be outside the 0.2% annual chance floodplain' according to FEMA Flood Insurance Rate Map No. 48121 CO270G for Denton County, Texas, and incorporated areas - revision date April 18, 2011. Limits of Zone X (unshaded) according to this map are shown plotted hereon. 9. Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum of 1983 (NAD'83) Surface to Grid Scale Factor 0.999849393. 10. No overhead utilities are permitted on the subject property. 11. Base Flood Elevation (BFE) = 'Flood Study for Edgewood Development in Celina, Texas' Dated: October 8, 2020 for specific hydrologic and hydraulic impact. 12. Lot 3X, Block A, and Lot 7X, Block B (30-foot HOA Reservation) are to be dedicated to the HOA. 13. Lot 1X, Block A, and Lot 5X, Block B, and 16' Drainage Easement located on these lots will be maintained by the HOA/POA. 14. Lot 6X & Lot 7X, Block B, and 16' Drainage Easement Dated on these lots will be maintained by the HOA/POA. OWNER: MM Edgewood Creek, LLC 1800 Valley View Lane #300 Farmer's Branch, Texas 75234 Phone: (469) 892-7200 Jack Dawson, Vice President Email: jack@centurionamerican.com NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: THAT MM EDGEWOOD CREEK, LLC, acting herein by and through its duly authorized officer, does hereby adopt this final plat designating the hereinabove described property as EDGEWOOD CREEK PHASE 1, 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. MM Edgewood Creek, LLC, a Texas limited liability company By: MMM Ventures, LLC, a Texas limited liability company Its Manager By: 2M Ventures, LLC, a Delaware limited liability company Its Manager / By: Name: Mehrdad Moayedi Its: Manager STATE OF TEXAS § 1►► Poe SOPHIE FRANK § _� Notary ID #132394327 "; : My Commission Expires COUNTY OF DALLAS § �' or � March 9, 2024 This instrument was acknowledged before me on the 111day of APKiL- 2023 by Mehrdad Moayedi, Manager of 2M Ventures, LLC, as Manager of MMM Ventures, LLC, as Manager of MM Edgewood Creek, LLC, a Texas limited liability company on behalf of said company. - 44- Notary Public, State of Texas SB0098A G019 S179 C499 PID61 52621 - A1104A J RAY, TR 2, 29.27AC/ALL 52672 - All 05A WS RAY, TR 1, 5.672AC/PART 960071 - A1106A A RAY, TR 1 A, 28.25AC/PART CERTIFICATE OF PLAT APPROVAL )ved )evelor)ment Official Date City of Celina, Texas Witness by hand this I � day of ArV71 1 2023. City'Secretary G�TY City of Celina, Texas ENGINEER: SURVEYOR: Barraza Consulting Group Barraza Consulting Group 801 East Campbell Road, Suite 650 801 East Campbell Road, Suite 650 Richardson, Texas 75081 Richardson, Texas 75081 Contact: Matt Clark Contact: Jimmie D. Nichols Phone: (214) 484-7055 Phone: (214) 484-7055 Email: mclark@barraza-group.com Email: jnichols@barraza-group.com 1 W0 1 EDGEWOOD CREEK PHASE 1 63.192 ACRES (GROSS) 13.870 ACRES OF RIGHT-OF-WAY DEDICATION 301 RESIDENTIAL LOTS 8 HOA/OPEN SPACE LOTS SITUATED IN THE WILLIAM S. RAY SURVEY - ABSTRACT NO.1105 AARON RAY SURVEY - ABSTRACT NO. 1106 JOHN RAY SURVEY - ABSTRACT NO. 1104 & DANIEL RAY SURVEY - ABSTRACT NO.1107 CITY OF CELINA ETJ DENTON COUNTY, TEXAS TBPLS FIRM REG. NO. 10194538 TBPE FIRM REG. NO.20683 801 East Campbell Road, Ste. 650 Richardson, Texas 75081 TELEPHONE - (214)-484-7055 PROJECT # - 2019013-01 DATE - April 2023 SHEET 2 OF 2 Filed for Record in the Official Records Of: Denton County On: 4/10/2023 2:44:24 PM In the PLAT Records EDGEWOOD CREEK PHASE I Doc Number: 2023-114 Number of Pages: 2 Amount: 100.00 Order#: By: FZ