SB0106AFASHAND FARM, LTD. I DENTON SORRELLS, LLC
(CALLED 131.286 ACRES) (CALLED 324.64 ACRES)
DOC. NO.2004-135532 RPRDCT I DOC. NO.2016-161419 RPRDCT
ENERGY TRANSFER FUEL, LP I ENERGY TRANSFER FUEL, LP
ENERGY TRANSFER FUEL, UR ESMT - INST. NO.2006-6i4494 RPRDCT SURFACE SITE ESMT ENERGY TRANSFER FUEL, LP
POINTOF] ACCESS ROAD ESMT DOC. N0, 2006-64494 RPRDCT ESMT •- DOC. NO.200""94 RPRDCr
BEG/NNING INST. NO.2006-64494 RPRDCT
N89°30'S1"E 1759.29'
90.00 - 1669.29' tR' fiF
1X 165M SF OPEN SPACE, LANDSCAPEAREA& MATIWI EASEMENT
NB9'36'44'E 477.W (LOT) N89'36'44'E 1602.41' (TOTAL) _
9.98-----------------7'- -- __ _ _ _
FASHAND FARM LTD. (WMo'll N89'36'44T 429.15 (WME) . L f 50.6 50-W S0.00 50.00 50.001 3ME 6 0 60 W 60.W 60�� 6.00 6.OU 6.00 6.6 T3 60.00 60.00 68.86' - - 746.46' - -
ME
(CALLED 22.493 ACRES) ,fi w I I a' MWE 16,OOa SF 6,00D W 6,Lb0 SF 6AM SF 6,000 SF 7,290 SF 7,200 SF 72M SF 72M SF 7,200 SF 7200 SF 7200 SF 7.200 SF 7"0 SF 7200 SF 7200 SF 7,279 SF Lu 'n
. m .OPEN SPACE&DRAINAGE F.ASEMENr -. C22 .j�' PAD ELEV. 3 s; 37 mo 13,633 SF
DOC. NO.2005-21653 RPRDCT
`inn ce II b 79.400SF S51'19'38'W ( 6121' :oa .oa ma mb 'Ob 'r°b �b �b LL E
b °b 'r°b bb em-o �b �b ,,,wN '00� 7.00' m- �O r0 O �O b0 b0 O b0 0 VR i.,0"'35 N36 o n I io o F' N 23 N 24 N 25 N N 26 sr n 27 F' 28 `F10 Z9 :' d d N p q N N 33 N 34 N N r
008 rZ M 21 NN22 OOr O r Gr C' Oor OOr. O� O- 30 O� 31 ON .72 Or �Or oOr pOr pOr 79.D3'Z ^ '�'8
tN r 9.98' 13' WIVE o '- Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z & GOB,
9D'RO.W. I 20WATER 7.6LIE ®z 7sLIE ® 7.5LE A p 6 9t on
DEDICATION ' N44.2T58'E EASEMENT - - - - - - - - 50.00 - 50.00 -SO.OQ 50.00 - 50.OIr -60.00 - 60.00 - 60.W- -6D.00 -60.00 -60-W- 60.00 - 60.W_ -60.00 -6.00 -60 00 - 0 73; aI
c24 �.oa - - - - -� '. - - - - ,2o1.e3 � � a ,p,99a sF rl
a CARLTON DRIVE NBnu4a•E 121a.w(IDTAL) o - CARL ON DRIVE 39
a I S89'S119'W 133. - - -- - 680.07 N33'56'42•VJ �? a Q'
W U t--b;0><6SF''3'Wn1E'a N 11 250.00' 280.00' 7S uE - N ;o 60,1 0' j
2 K 2 o PAD ELEV. 6128' m''b G 6'41'35E
d10 0.23' @v�i - 110.00 - - 710.00 100.oa - 100.00 - SS.00 - 60.00!- 60.00 - '60.W -6D.pD-6D.oa- 6D.00 - 60.oD - -60.00 -60.00 -55.00 105 9l' z '
1 SB9'51'79'V7 N443644'E a :LTNUEN45'23'16'W N44'36'44 E a� N45'23 16•W ®® 7.51� N45.2376 VY1 \ 31.27 7=SF �I
g ' m I I 115.17 0 21.21' o 00 21.21' o 0 21.21'd Io 21.21' $ N44'36'44� w w Lu w 690aSFw w Lu Lu w �in I o
= h q h I b 5767 SF b u; 8 73B7 SF m m 73875E 4 vi L6 86788 SF o m 96 ri LLI 27.21' m m m - m - o - :� ° b ° b a m b m 27.27' 'wo $ 'Q � � 40 00l '� ' U
¢ 4 o Q ( 0 19 o v® N89'36'44'E N8936'44E ®� I v® N89-36.44"E I N89'36'44'E ®� ZI b 1 m 5 2 b 3 1h o 4 5 , 7 8 to 9 10 11 0 6 in
0 0 0 o ro 0 0 o q o b and O
2 i m '� 4 �' N :" r N ui 1.2 o0 o m M NO-36.44"E 0¢ a•
125D0 125.00 , 115.00 115.00 or or C or r Or r or or
S89'511191W I w S o o g o o QQ o 6900SF o S o o m 116.38 f- U�
p ti m to - H to a 50' R.O.W.r g M _ co co m u, rn h M M W m I ®
_ I 115 33' I 50' RO.W. M M M 6,294 10 M N 7 6 349 SF N I 6095 SF 10 m o ^ rn
-a d 7 6294SF o d d d M vi ai u7,9�SF 69�SF 69005E 690(1SF 69005E 69005E 6900SF 6900SF 7,938SF o701171300aS D
o 57725E c 25 25 m u� u, m 25 25' �(D n m Q 1- N89'36'44 680.0%(VO ) I d 41 OI a N N
18 o I N89'3G44"E N89'36'4L E I ' NByy'36'44'E F I N89'3G44'E ~ a C. 70.00 b0.00 60.OV 60.00 60.00 60.00 60.ar 60.00 60.00 60.00 70.00 m m
S89'51'19'W 125.00' 125.00 115.W 115.00 W - 60.00 W 6
-' o0 115.54' M 6 4 SF M °1 6,294 SF a b 6095 SF b 70.00 6.00 60.00 b0.00 f 60.00 60.Ot7 60.00 60.00 60.00 70.00 117. •a4 E I 04
G
w N cmV N o o I 7,938 SF u, 6,900 SF 6,900 SF 6,� SIF L 5,9 6,900 SF 6,900 SF 6,900 SF 6,� SF - 6,9W SF 7,938 SF 117.19' I zXWIVE ' �_ W O
'` o g g o ^ 6 ,29 0 w 11 S I.i v; 6 6,349 SF r, u; I,ii - 11 ,� z .m- b Lu Lu Lu !� Lu Lu w Lu w '�' a �" b 3 J z
N m5,783 w 17 N89'36'44T E N8936'44'E s I m ° "� N84'36'44'E I 0 2n b r b r o r b r a r b r a r b 45• 6 SF I m m m o m o m m o m o 00 42 7
725.00' b 125.00' , N89'36'44E 175.00" - Fc �., o iy o p„ o Zn o 1i o iy o i,., o 1„ o 9 o ri o ,oI U C7
4p' ID 11 S89"51'19'W �_ r 115.00' %l $ r r r r r r r o 50'RO.w.
n W fn Tn int62945E Fn i3 m la g r zv "� zv m >:v N N t2 r m N m 'V t2 13 N m 12 r 25 25 N89'3V44T z O
I 4D w 115.76' M M M r O 6,095 SF ao 22 N o0 00 0o r r oo r oo r o r r r
Z o in •' d 5 5294SF,,dd12 6 N 6 r+I 12 N 21 20 19 18 g 17 76 15 0 14 g SN44.36'44E , $ N45'23'16 M m M M u y M u, I ,78.00
0 5,793 SF 16 r o Z "' "' "' "" Z W vi us anti m W 21 21' 7.6 UE 7S IlE 21.21' a
3 l d d mI N89 36'44'E 36'44'E m SF o'n ® o
W I m m W '� I o N89.36'44"E ® 7,104SF
M0 S89'51.19TN 1 125.Op r° 125.00 Z N89"36.44"E 115.00 1 55.00'- 60.00' 60.00'- -60.00 -60.00-60.00'- 60.W-- 60.W -60.00 -60.00 55.00 d m 43 d
�[- Tn
I 115.97 I °' b Q M® 4 6294SFc-VM M 6294SF 13 6,M W 715.00 Ibbw b o , m ^ N89'36',WE mI
21 a b d odd d o 6o9ssF o a N CHIDLOW DRIVE
N Q I o 5,W4 SF 15 ®o `�' Z n o m m ^ 'n � N �' 6349 SF r! I M 13 M - 0 58986'44w 73D.00 - - 1 118.81,
w ? d d O N89'36'44'E Z N89'36'44 E Q ui �? 4 -i ma m '
S89'S1'19'W 1 i� 125.00• 125.00 �j N8936'44E m r o of
Z g J = 6i rn 10 IO N89'36's4'E 115A0 R d 44 7,153SF dl '
-, m I 116.18' V ch 3 M M 6041S= 4 M 115.00'-101.00'• - -•61:6f2-61.6T- 61-67- -61.63 61.63'--61.63- 61.67- 61.63 56.W m m
�0 O o C 6 67 p" I� 6,095SF14 $ 17.SUE W 1 N89-364a•E
O m< I 5,814SF 14 N ,., z N44'36'44"E b - N45-23'16-W
I ^� a d ®d N89-36.44-E N89-36.44-E 3 6,3495E Iu"( �'a 21.21'
Y Fix a _J z I Im S89'51'19'W m , 125.OV 125.00' to � � N8926'44'E o 4 voi b o m o o a � b 9 � b 10 � o � b � b 21.21" � 119.63' I
r G, rn In V I a O vi N vi N vi N ui N r ui tll N �i N O O b
ay U a a W S I 116.4D I M M M 6 SF 15 n N89°36'44"E 115.00 W o m 8,588SF 5 2n 6 in 7 1i 8 ,., r �, 11 Fn 12 c" r 13 10 45 7,2025E
~ 4 r $ sw SF o o m n n 1297 Ig , O N89'36'4a'E o r o r g r g r oo O r o r o o a m Na9'36'44 E
N I b d 2 6294 SF d d M 175.0 6,095 a I m I® .- r r *' fv '- " '- d o$ I
d 13 d .n 13.15 of r o o
b N89'36'44"E N89 36'44"E ,� N m 15 ri ui 116,00 p cn w w cn cn cn M cn I co
M 6A05 SF w 50 R.O.W. !✓ 7.087 SF 7.087 SF 7,087 SF 7,087 SF 7,087 SF 7,087 SF 7087 SF 7A87 SF 8A53 �+
c3 6 = SB9'51'19%v 1 c 125.00 w 724.57 2276' N 2 , I N89'3G44"E b N89.3644 564.00 (�O I 120.44 '
N O o ~ I 116.61' '� d t721.52
N45'1558'W k 7,927SF ® 7 N89.36'44•E 115.00' 25 25' 1 3 t3 0 61.62 61.67 61.67 61.67 61.63 61.63 61.6x 61.63 7,.00 S I $
N w N O 13.65 _ 21.26' 1 a* 16 36.64' ;o d d _ _ o � O
it 5,772 SF a v :° N55'11'21'E 116.9T M 13 26 0' 6,960 SF c m 1'14.74' 61.6Y 61.63' 61.67 61.67 61.63 71.00 ,°p O d 46 7251 SF d
o o m I o m \ 7224 SF 25.20 m m Z5 UE w o 16 m N 7012' m r 3 m m 3 '
Z az v 12 0 0 21.67 id 3.56' w N v N89-36.44•E - �3'WME
a p u, @ fi-78.3T- - n N89'3V44'E I-
' I 103.09' a &255 SF ` M 7,391 SF , 116.0(Y m 7pe7 SF 7A87 SF 7,087 7,087 SF 7087 SF 8,053 SF + v
ti S86'4551W p1� ^ N M 1b a m 9,7585E .-ao w, W ;u w nb N $
a N32'36'Ofi'VJ c'� o IV73• a 7,892 S= �Mo i�IN 2 M 121.2.5
107.0,' w� ° o �^ SI Lt m mUa r3 �a� av m 'S1T9TN 6848 1.67 - a 7 STY o iy _ � a7orE 2 7`Ip?.S z �� g7, M tl n o 118405E '�,��`a 20 y 19 N � 18 N 17 N ui 16 N 15JJ
I O o 47 7299SF BI Z 11 \ ""''` LO S: y $. O I ! O r r r O r 6.Oo RNN►ALL D 17 6 9g 3 wME a 29.37 o S 8 0 °� LL f ale RIVE s sao' 6.D �, W M N '� B4O05SF ®.` I N89-36.44-E
46.50 41.84' -57.64'7 N 720.7721 @ Y 7.SUE ,2206'9,431 SF 46.® .64' °?,S �S o a/ N m ;u w $ -
°B.'4.11' 13.71 %57.6q, S ( y @ ^ hQ o-21.71' -61.63 -61.63 61.63- 67.67 61.63 1 P V-
I 1 < B.Lw w S C73 \�J h i M o a i rn 3 9 48 7A48SF of
s y c 10 @ TSUF - 76q. tToT _ CLIFTON COURT o ci 0 I"
N� I `� 1 8 N \ y11 8,351 SF tarn N72 qQ' q N
z O I b y 9 m m m o 7 �+ 0 6 M o rQs' �S7 � tl h' 7 1? W ab w S89'36'44'W 425.8N - I �- CA
4a Z I I I I 126645E v`Ei o N o N N N o 5 0 4 6 13.70' S bg N m ti 98 $ 145.84 260.00 N u� N89'3644E v'
cn N .� 4" 66 2 ^ 7,5585E ?' r
N o r r N iY . - 20.24' 7 3 0, cti �+ 1228T w N a N 24.47 ^ y o 7$ 3 sa> 27g9 T� 22 0 I c
I -,w.ov - - 100.00 - b
S63'31'13 W m 31.68 N44'36'44'E 7.SLIEN45"2316'W 49 73975E p
? I 229z y 7A49 SF 6246 sF 6,531 SF 6 638 SF h y ^ „^ Fy . ® 6 t \ 8 RP o
I THOMAS H. McINTYRESURVEY I S89'51'19'W 243.98 (TOTAL)) 13.71' 3•yyME 6638SF �, ,; 2 o \ oI b r
-104.6T --75.G6' 50.00 _ 35.24' 48.56' 6,63BSF ° c{Soo 11 0 T3S N739'7$ 25.74' 3 I 50 R.O.W. 0 21.Zt7 d o 21.71' o o Tn i y
-ABSTRACT NO. 903 I F-1 44.56 6385E h .p y 1 0 19 S 7a'S TY / 25 25 ui �I 8 c? N89'36'44-E
L - - - - - - - - - 7440D8F - - _ 48 56' �`� c4 \� 3r 1.04' / C ! I 7,938 SF 8,513 SF
_ 15 LANDSCAPE BUFFER 2,50.19 7.5 UE 301. -48 56 • 6,638 SF y'� 7,848 SF /.� o4i �\ g O� y\ \ B7.24' (LOT ep'g 4 7g \ n L Id89'3G44"E
_ _ _ _ _ _ � $• s \ / / '� / N89 36'44'E N r a i-
APPROXIMATESURVEYLINE CIRS xcUrMCDNCRETEFND. qe / `� ?T, Q ti e I 115.0 0 115.0o Ir o $0 7,445SF o
CRUTCHFIELD ROAD- - 47' ry TOTAL / / d o
CRUTCHFIELD ROAD S89°4 8"W s7a aRF(Bcc) QSRow \`.s6, 4 36' / a^`$ �'' / o� ® \ ) h.a* b S43742ow t�l m ml
m c �� i FD/CA ` 660 A �.�0 ^`'1/ ^ s \ 1,'��e�'P b rj 156.1 '(LOT 20.76' I m d 6 a o?I b b I '
5/8' CIRF ► 3?� `� .P 11 6 TOTAL) N o v <. N89'36'44•E
RIGHTS -OF -WAY FOR 3 11 .99 S89 5119"W 250.19N '� / /� '� o a 6935SF rn m 9 c 124.50'
SUTTON FIELDS PHASE 1 a D (OCG) SUTTON FIELDS PHASE 3C \ \ A 9,1748E }� c� '1�� .04 1X N45'23'16'W g N89-36'44•E N I 7,751 SF z I
7.6 UE - 7.5'LIE 45'/t0. \ \ / b°jb �'- �/�L°yF� °0 Z 715.00' N89'36'44'E I T5 - c
N000841'1A1 DOC.N0.202245RPRDCT OEDIC W. ♦ 1a.36' 0 7BAS45F 21.21' N
DOC. N0.2017-398 PRDCT > B g77O \ ^ryh• 2 ,4.43 %s OPEN SPACE,LANDSWEAREA cq W b �bl 115.00 51 7A945F �I
-- - - - -- - iX - - -� 16.23' - - - - _ - - _.#. .. - __ ...- - Yp N .� C 9 d &DRAINAGE EASE�IT = M � 5 MMI w
Nd b N89'36'44"E I
-- 4 zH-�a----- -� �A%7 > rot• l� �s 8, �9, I �I ^ 69355E om lL 0 rnv 12537'
r 8,190 SF $ $ o Iry n n I
5twME - - - - - rn U M I ! 5 WNE _� ` /� �, ✓ti a1 p1 •m I N89'36.44'E z m o l 1
I+I I- I z I I \ s 3 n.z4 \ -.-4 W
R a og v> o \ \ ^ti Q SF
115.00• a 52 I
I >c I r'I a N89'36'a4"E o 9,563 SF 5
14 15 16 3m I I coicl'i J I 1I 13 14 15 \\ \ ?°o� B 13sF dy' J �;�� 74 3�1 ,ts.00 I �I
z.QO m� J �( I 16 �B/y \ Tj9 `??• d 1d1� 9a. �l r I O 'n 6.b3' v'.Nolb b N i-�---- -�
.ra 16' DRAJNAGEEASEMENT - 16' DRA
y W Q I _ 12. 17 / ry r �4 \ .g \`�4' yp°q 1tib• 23.16' O S89'oo'27'E n 11 INs NAO E&GRADING _.."
J� 17 w j I I O co = W I I I-- - !,, - m m ,n N89'36'44'E 202 EMT
�. ,,, a i 18 / �? �Y `°� \ \ 19.71' 7,7955E \ m 715.11' 7,-M SF 1 I 726.34 m hsgpq
�y I = 2 h J / - `���Qc_` s \ ^ 24.00 N61500� ,�53 �I
I •� I I I � -� 1 �a 3
DALE FORD \ I I m m I I ED►�rARD \ \ / \ �6� \ '� ',5°d 5 \ 4 "' m 8.137SF W 12 I I ml w
DRIVE I I 11 / - DRIVE \� / \ �, \� \ o N89'364a'E sad
18 I AD I l ��` `\` 1 s1�` \ 4 \ \ 7790 SF R.r71 \ a $ 7 023 Q 10: g 07SF ��
y o �- N89'36'44'E r� S' 54 8,681 SF mI 21 P
� � r „�` ♦ � 5 .e _ v a rn �
W W I y-.� 1 19 ' f ~ ~"\ ` ( ^ �R' 41�,pO \tic` ��,i\F .9 '�1� 6 S&,\ ^c0 a 2 A/ 122.79' I ^ N t S -
7 1 \ 2\ 16.18 8128 SF o I n
w n I I 10 I I iJ y ��. p 7,792SF b�.L1 s7 \n� b S�Sy6� ngroi^° 9,25BSF 13 N�2�Bis o
a I 19 I Z II t' \ \\ 3O -\ �� `\\ \\1977,ogod 7
W ~U I I I l I 9 / �` \ !s 8 \ ^ N13'1Y59w &Ib 15- 51.9Z I P.: S5 F
I O a o I I 9 I I / / \ \ \ j ij1 vD \ \ 7871 SF �! , I N'
y ^ 6g, 20.4T ;o'^b/ N N84'36'44'E • "
z O MIDDLE
IL x 2 12 \ d 77 �� ° 1 112SF 134.57
> a m W ( 4 / \ ��1P, \ n o 7. co Z 14 ci
O f- a to crnn I �' �, I / / \ \ / \ \ \ems 't',`,:i• 8 \ T 75.1 N44-36.44E iO N16"OV56'W v: g
\ \ CRS !'°. 7871 SF B z4 2 /
9 I WAY C3 � I " �� I z ( W 1 \ / \ \ \ a1, By' ` _ 3256' 21.21 F 1.61'
cn w 8 n W I 8
LL N I•r " I I I v7 \ 5 \ \ \ �,� o ® 6�i 56�
Vr I - - O t%� I I 12 \ \ - e \ \ of ..h 9 7.6 \�„ - `°' 9,176 SF l>t-&-
W E W a H z o t I 13 Z 4's ^ a' s- ,.•••�
I N84'36'44' M
10 ( J = I 62 IQ I o V I I I ( I I \ \ \\ ` \ Ts 7.en SF 0 -676g, CORNWALL DRI 72 56' 135.00' N
z - I I 7 I > HH I- \ 6 \ b 1 zs VE I N
?�, W , m o I � I � I I � W \ \ \�O \ 67.69•._. I
O CALLED ' R0. W I U_ I W I GG \ \ \ �S o 00 67.69'- ®32. a 57 9,176 sF W ° 13
14 O 11 O \ \ 20• 7871 sF 11 ® ,: $
11 I Lz a l 61 I i t I �' I I I a I l l\ `',� \ 3� \ \� \ h 21.67 m m r
7 3• cd ^ b g S45'23'16'E
^ 7,87t SF y 12 fn o 13 a 2,.2rI N8936'44E
y
CV
14 v vi � 8 I 135.Oo Z iX
8 \ \ - �• \S8S8g@" �5�. 7,8713E 7A71 SF N S 8,065 SF r a of a ® 9,126SF tI '
o
14.1a' L'I r 58 ,:I o W a
\ tcj \ \ \ " "'a•6x-•Z5�9' 37.5 ' 14.14' 3' wME m � U Cr
p� \ 9 \ ♦ - _ _ ZS,Zp'� 1F.36, - --,25.D0 L J 13 \ �♦ 4S'R ?_ - 2' !-24'- 155.23-�JCIRF
(PE► O M N
w - 5 NDSCAPE BUFFER 7 S UE 0 0
LEGEND
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
WME
WALL MAINTENANCE EASEMENT
LSE
LANDSCAPING EASEMENT
WILE
WATER LINE EASEMENT
SSE
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
ROW
RIGHT-OF-WAY
ESM'r
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
®
DESIGNATES BLOCK NUMBER
<>
DENOTES STREET NAME CHANGE
CIRS
5/8" IRON ROD WITH CAP
STAMPED "BCG 10194538' SET
Curve Table
Curve #
Detta
Radius
Length
Chord Bear
Chord Length
C1
03l'ON39'
250.00'
135.60'
N15'09'04"E
133.95'
C2
034'0T56"
500.00'
297.86'
N73'19'18"W
293.48'
C3
051"15'03'
500.00'
447.25'
N64'45'45'W
432.49'
C4
01T07'06"
500.00'
149.39'
N4T4l'46'W
148.83'
C5
OOTOT21'
300.00•
37.29'
N35"3N33'W
37.27
C6
015"224T
300.00'
80.53'
N39'42'16'W
80.29'
C7
011.5N5T
818.00'
170,17
N53'21'08'W
169.81'
C8
019*2346'
818.00'
276.91'
N69'00'30"W
275.59'
C9
011'26'1V
818.00'
163.30'
N84'2632W
163.0T
C10
089°45'25'
50.00'
78.33'
N45"15'589W
70.56'
C71
090'00'00"
50.00'
78.54'
N44'36'44"E
70.71'
C12
090°00'00'
50.00'
78.54'
S45°23'1WE
70.71'
C13
0474601'
818.00'
610.34'
N68-46-10-W
596.28'
C14
034'oT56'
250.00'
148.93'
N16'4047E
146.7N
C75
011'40'54'
200.00'
40.78'
NO5'2T11'E
40.71'
C16
157'06'53'
60.00'
164.5T
N45'23'16'W
117.61'
C17
090'00'00'
75.00'
117.81'
N44'36'44E
106.07'
C18
156'5Z18"
60.00'
164.28'
N45'15'58'W
117.56'
C19
265"13'55'
60.00'
277.76
N43'00'15'W
88.31'
C20
051'15'03"
700.00'
626.15
N64-45-45-W
605.48'
C21
051'00'28'
608.00'
541.27'
N64'38'27W
523.58'
C22
021'13"21"
37.00'
13.70'
S49°1746'E
13.63'
C23
014'09'3T
44.00'
10.BT
N45'4647W
10.86
C24
044"34'16'
31.00'
24.1Z
S2r20'WE
23.51'
C25
044"26'44'
24.00'
18.62'
N23-2N40'w
18.15'
Line Table
Line#
Direction
Length
Ll
N45°23'16W
35-39
L2
N44"36'44"E
35-35'
L3
NlT39'53"W
36.36'
L4
S74°02'40"W
36.36'
L5
N45'08'41'W
35.34'
L7
S80"42'19'W
20.47
LB
N15'08'01'W
22-30'
L9
N76°51'51'E
2077
LID
S15'29'04"E
20-77
L11
S72'13'49"W
20.76
70 \ \ \ 'S D�RQ`T/' _ - - _ zz.56 - - 1 CRUTCHFIELD ROAD _J W o
14 / � \ \ �QO� \ 71 \ Byp�T%f l76.w tuNEESM> _ 589-' 'W 277.78' cats v�i
/ \ 12 O
\ ` ` _ _ NQ 2021-29585 RPRD� 1 LIE I I zs uE � o
Q \ \ 13 ad
\ 14 SUTTON FIELDS PHASE 7 LL
\ \ 15 3 W � w �= DOC. NO.2023-188 PRDCT II °' g
16 77 18 19 I 1 I o
_ 20 2 HH II U) I -
NO
W SCALE
70.00' 60.00'
LU I o
O o 0
UJ
Z ( r
�a
LL
STREET • 7.5'LIE
FRONTAGE
TYPICAL LOT LAYOUT
(EXCEPT AS SHOWN OTHERWISE)
0 25 50 100 200
FEET
1 INCH =100 FEET
SONAR ROAD BALLENGER
ROAD
CRUTCHFIELD �o
ROAD,
SUTTRRAIL FIELDS
,
m= SITE
COUNTRYwEW
m
DRIVE
AUBREY PAR W
PARVIN ROAD
LOCATION MAP
NOT TO SCALE
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 areas within the City's right-of-way are required to be an HOAX' 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 comers are 5/8-inch iron rod with caps stamped'BCG 10194538" 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 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.
15. An ornamental fence is required to be installed along the south and west sides of Lot 1 X, Block LL.
SBO106A G01, S17, C49, PID37
52810 - A0309A T COX, TR 79 47.5'56AC/ALL
FINAL PLAT
SUTTON FIELDS
PHASE 5
47.556 ACRES
12.265 ACRES RIGHT-OF-WAY DEDICATION
163 RESIDENTIAL LOTS
"" "-•.. 4 HOA/OPEN SPACE LOT
SITUATED IN THE
THOMAS B. COX SURVEY - ABSTRACT NUMBER 309
�._ CITY OF CELINA
DENTON COUNTY, TEXAS
BAPd�A�
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538 c
TBPE FIRM REG. NO.20683
801 East Campbell Road, Ste. 650
OWNER: CADG SUTTON FIELDS, LLC
Richardson, Texas 75081
1800 VALLEY VIEW LANE, SUITE 300
TELEPHONE - (214)-484-7055
FARMERS BRANCH, TX 75234
PHONE(469)BW-TM
w
EMAIL-JNichols@Barraza-C7roup.com t
RPLS OF RECORD: JIMMIE D. NICHOLS
PROJECT # - 2019008-05
REGISTERED PROFESSIONAL
DATE. July 2023
LAND SURVEYOR NO.5184
SHEET 1 Of 2
OWNER'S ACKNOWLEDGEMENT AND DEDICATION
STATE OF TEXAS §
COUNTY OF DENTON §
WHEREAS CADG Sutton Fields, LLC, is the owner of that certain tract of land situated in the
Thomas B. Cox Survey, Abstract No. 309, in Denton County, Texas, and being part of that certain
called 190.449 acre tract of land described as Tract 4 in Special Warranty Deed to CADG Sutton
Fields, LLC recorded in Document No. 2015-15963, of the Real Property Records of Denton
County, Texas (RPRDCT), and being more particularly described as follows:
BEGINNING at a 1/2-inch iron rod found at the northwest corner of said Tract 4, and the
southwest corner of that certain called 131.286 acre tract of land described in Special Warranty
Deed to Fashand Farm Ltd. recorded in Document No. 2004-13553Z RPRDCT, also being located
in the east line of that certain called 22.493 acre tract of land described in Special Warranty
Deed to Fashand Farm, Ltd. recorded in Document No. 2005-21653, RPRDCT;
THENCE North 89"30'51" East, with the north line of Tract 4, the south line of said 131.286 acre
Fashand Farm Ltd. tract, and the south line of that certain called 324.64 acre tract of land
described in General Warranty Deed to Denton Son -ells, LLC recorded in Document No.
2016-161419, RPRDCT, a distance of 1759.29 feet to a 1/2-inch iron rod found at the northeast
comer of said Tract 4;
THENCE South 00"2319" East, with the east line of Tract 4, and the west line of that certain
called 109.26 acre tract of land described in Special Warranty Deed to Smiley Road, Ltd.
recorded in Document No. 2006-2064, RPRDCT, a distance of 1496.51 feet to a 5/8-inch iron rod
with plastic cap stamped BCG 10194538" set for corner, from which a 5/8-inch iron rod found
at a southeast comer of Tract 4 bears South 00*23'19" East, a distance of 1188.65 feet
THENCE over and across said Tract A the following courses to 5/84nch iron rods with plastic
cap stamped "BCG 10194538' set for comer.
South 89'3644" West, a distance of 277.78 feet, said iron rod being the beginning of a
tangent curve to the right
And northwesterly, with said curve which has a central angle of 51*15,03', a radius of
700.00 feet, a chord which bears North 64"45'45" West, a chord distance of 605.48 feet,
and for an arc distance of 626.15 feet to the end of said curve,
THENCE North 39"08'13" West, continuing over and across said Tract A passing at a distance of
84.95 feet a 5/84nch iron rod with plastic cap stamped BCG 10194538" found at the northeast
corner of a right -of --way dedication for Crutchfield Road (called 45-foot right-of-way at this point),
said right-of-way dedicated according to Sutton Fields Phase 3C, an addition to the City of
Celina, Texas according to Final Plat recorded in Document No. 2022-45, of the Plat Records of
Denton County, Texas (PRDCT), continuing with the northeast right-of-way line of said
Crutchfield Road, in all, a total distance of 163.84 feet to a 5/8-inch iron rod with plastic cap
stamped "BCG 10194538" found for comer at the beginning of a tangent curve to the left
THENCE northwesterly, continuing with said northeast right-of-way line of Crutchfield Road, and
with said curve which has a central angle of 51'00'28', a radius of 608.00 feet, a chord which
bears North 64'38'27' West, a chord distance of 523.58 feet, and for an arc distance of 541.27
feet to the end of said curve, a 5/8-inch iron rod with plastic cap stamped BCG 10194538'
found for comer,
THENCE South 89'51'19" West, with the north right-of-way line of Crutchfield Road, a distance of
250.19 feet to a 5/8-inch iron rod with plastic cap stamped 'BCG 10194538' found for corner at
the northwest comer of said Sutton Fields Phase 3C, and also being located on the east line of a
right-of-way dedication for Crutchfield Road (becoming variable width right-of-way at this point),
and Bothwell Boulevard (variable with right-of-way), dedicated according to Rights -of -Way for
Sutton Fields Phase 1, an addition to the City of Celina, Texas according to Final Plat recorded in
Document No. 2017-398, PRDCT;
THENCE North 00"0841" West, with said east dedicated right-of-way line of Crutchfield Road,
and Bothwell Boulevard rights -of -way, a distance of 16.23 feet to an'X' cut in concrete found for
corner at the northwest corner of said dedicated Crutchfield Road, and Bothwell Boulevard
rights -of --way;
THENCE South 89"4338" West, with the north right-of-way line of said Crutchfield Road
according to said Rights -of -Way for Sutton Fields Phase 1 Final Plat, a distance of 114.99 feet to
a 5/8-inch iron rod with plastic cap stamped BCG 10194538' set for comer, said iron rod
replacing a railroad spike previously found at this location;
THENCE North 00008'37" West, with the west line of said Tract A a distance of 858.91 feetto
the POINT OF BEGINNING, and containing an area of 47.556 acres of land.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS §§
That CADG Sutton Fields, LLC, a Texas Limited Liability Company, acting herein by and through
its duly authorized officer, does hereby adopt this Final Plat designating the herein above ,
described property as Sutton Fields Phase 5, 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'9 day of 2023.
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
BY'
Mehrdad Moayedi
Its Manager
State of Texas §
County of Dallas §
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 CADG Holdings, LLC, as sole managing member of CADG Sutton Fields, LLC, a
Texas Limited Liability Company on behalf of said company.
Give nder 4and seal of office, this q day of 2023.
Notary ubd iin327
I'and for the State of Texas s'a pia=FRANK Dq i� #132ireI ires'� aF+.
My commission expires on:
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS §§
That I, Jimmie D. Nichols, do hereby certify that I prepared this plat from an actual and accurate
survey of the land and that the comer monuments shown thereon as "set" were properly placed
under my personal supervision in accordance with the subdivision ordinance of the City of
Celina.
o8��L3
5. ••��is7F ;f-
Jimmie D. Nichols e
RF ��
Registered Professional Land Surveyor No. 5184 .......
JIM.......
MIE NICHO
t............. :......... LS
State of Texas § A 5184 '
County of Dallas § �9� FesslcN?off
SURV�
Before me, the undersigned authority, a Notary Public in and for a 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 f day of 2023.
Notary Public in and for the State of Texas --
.`"'VP"�., CHRISTIE HANCOCK
Notary Public, State of Texas
Comm. Expires 05-02.2027
Notary ID 131999293
My mission expires on:
BALLENGER CRUTCHFIELD
BONAR ROAD ROAD ROAD
CRUTCHRELD
ROAD
Eo'qSUTTON FIELDS
TRAIL SITE
mn
COUNTIRYVIEw m
DRIVE
AUBREY PAR Y
PARVIN ROAD
CERTIFICATE OF PLAT APPROVAL
Approved
City Development Official Date
City of Celina, Texas
Witness by hand this day of 2023.
51G�SY OFC. i n oP Secret
: 2y "
City ' , Texas
LOCATION MAP
NOT TO SCALE
FINAL PLAT
SUTTON FIELDS
PHASE 5
47.556 ACRES
12.265 ACRES RIGHT-OF-WAY DEDICATION
163 RESIDENTIAL LOTS
4 HOA/OPEN SPACE LOT
SITUATED IN THE
THOMAS B. COX SURVEY — ABSTRACT NUMBER 309
CITY OF CELINA
DENTON COUNTY, TEXAS
BIAP,�
CONSULTING GROUP, LLC
TBPLS FIRM REG. NO. 10194538
TBPE FIRM REG. NO.20683
801 East Campbell Road, Ste. 650
Richardson, Texas 75081
OWNER CADG SUTTON FIELDS, LLC
1800 VALLEY VIEW LANE, SUITE 300
TELEPHONE - (214)-484-7055
FARMERS BRANCH, TX 75234
PHONE (469)892-7200
EMAIL - JNichols@Barraza-Group.com
RPLS OF RECORD: JIMMIE D. NICHOLS
PROJECT # - 2019008-05
REGISTERED PROFESSIONAL
DATE: July 2023
LAND SURVEYOR NO.5184
SHEET 2 Of 2
■