SB0059ALINE TABLE
LINE
BEARING
DISTANCE
L1
N00'41'47"W
140.00
L2
N89'18'13"E
86.72
L3
N57'08'21"W
60.00
L4
N34'15'14"W
60.00
L5
N32'51'39"E
60.00
L6
N55-44'46"E
60.00
/
2A // A i /
//
SUTTOA
FIELDS
PHASE
DOC. NO,
2019
268 PIZDCT
a /
23
24
25
26
20'BL
/
\��I ►�
-
-
-U
-J// oz�
1--0
SUTTON FIELDS PHASE 1B LIVERPOOL STREET N44'18'13"E "a N8918013"E 1
DOC. NO. 2017--4 PRDCT 14.14' 120.62' 15/8" c1RF
(PETITT)
7.5'UE 15 BL a
20' SA ITARY SEWER ESM T 1 �I 1 9034 SF o
INST. NO. 2017- 09688 R RDCT O
1 2 3 4 5 6 7 $ g I o02 1
p�128
5/8' CIRF IO nv ia .I
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BEARING
CHORD LENGTH
C1
90100'00"
35.50
55.76
35.50
N44'18'13"E
50.20
C2
90'00'00"
35.50
55.76
35.50
S45'41'47"E
50.20
C3
18'45'13"
1700.00
556.43
280.73
N08'40'49"E
553,95
C4
45'04'06"
800.00
629.27
331.93
S21'49'00"W
613.18
C5
14'09'01"
500.00
123.48
62.06
S83'37'17"E
123.17
C6
157-06'53"
1 60.00
1 164.53
1 296.43
1 N44-18'13"E
117.61
C7
157-06'53"
1 60.00
1 164.53
1 296.43
1 N45'41'47"W
117.61
(PEM) 1410VIO III 420.00 n o
>• 25 7692 SF
60.00' " 60.00' 70.00' "
3 8050 SF I 127,46'
a w I I 6900 SF^ _ 6900 SF 6900 SF UU r o I M Is m =
r'7 O 3
alz 1I 12 11 100 1 2 3 = = 4 ' = 5 �_ 6 0 to aMol 1 1a76oa SF
�' T O 6900 SF 6900 SF p0 J I 1
5 I 20'BL N z- 20'BL - - z I I 126.01'
L- - -;--4-- 6908 I' 4 =�
1 7517 SF
- - - 7.5 UE - f}�R - - 7.5 UE - 7.5'UE - N 7.5'UE _ OAKMERE LANE �I .T
NORLEY COURT N N89'18'13"E 395.00' L)KA1 fXCE-E Ri ITS . . I 124.55'
/ `N �� \ 7.5'UE
7.5 UE /�1 p 1 u� 7.5'UE -� - B Otj` '� I r� �r 7429 SF
-- - -- -- [2,
AL] Q2 -- 20'BL w 6 S 20,6E 7.5'UE w ao501 I Ili2I 123,09'ci20'BL BUTT N FIELDS PHASE 1 m I m p ro9� F 0 _jI20,6E 11 1 pP. �, B DOC. 0.2017 78 PRD(T ,n 1 1 2 3 4 5 6 7 = a: C� a D 1 8 9 10a� 1 2 3 4 5 ��; 6 631 30 29 28 27 5X - o!I O U I 5/8' CIRF r I � 7342SF
2 � ( W ^6900 SF 6900 SF 6900 SF OIIX!! /?a 0 (PETITT) " /3" CIRFZZ ssoo sFN N 9'18;13"E 370.00' TOTAL) v1 121.63'
_ : PETITT) 60.00' 70.00' I I
I WME N89 814E 1 96.19 so.00 " 60.00'N 77254 SF
�
» � � „ ,. „ „ » 70 00' I I N89'1813"E o
,. n r
60.00, 70.00' 25 2` 70.00 60.00' w 3
�05 242" ► _ o n �70.00 3 so.00' I
O v W 8050 SF_ 6900 SF 6900 SF 6900 SF M 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 3 8050 SFm_ � 1 -I m 8050=r -6900 SF 6900 SF 6900 .SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF 6900 SF N N 6900 SF 6900 SF 69D0 SF= 8050 SF 1 I- P I� I
R=13 5.00 I 'n N fr_ r - rl-o n$ n SF 4- oo oo 1� 1 ^ 120.17'
L=12 .20' �1 r I" r� t p 3 a a _ : a ' a 15LL I ' U � 21 = = 20 ' ' 19I :: 18 = 17 = 16 ' ' 15 ° ' 14 ' = 13 = = 12 = 11 = = 10 = 9 8 o r 7 I I o I
38 39 40 ��; 1 u 2 a : 4 = 5 : _ 6 : 7 8 : 9 x 10 : 11 :: 12 13 14 22 ri
p - 6900 SF 0 i 8688 r�
in
Cb=N 1'59�3 E I 1p� po ssoo z r I z - . - - - 20,6E - - - - -z J I % 6 N89'35'10"Er
7.5'UE 206E11 7.5- I N �z�z �000-- - -,- -�- 20BL =- -- �-0A0' p� 78-08 {sE1.�0' -- -- -- -- -- --- -- -- -- -- ----j - 1 .�o ) I 108.67'
" 1 1 7.5'UE PAINSWICK DRIVEy1 I l - 7.5'uE _ 994.50' _ _ _ _ _ J`'' 113587 SF -
PAINSWICK BUTTON FIELDS PHASE 2A N I S 2.99 - - " - - 967.16' _ - - t-I - - 7.5'UE V`o(r/ S�/0`� 9
DOC. NO. 2019-268 PRDCT 25.00 7.5 UE N89'18'13'E 1961.66' (TOTAL) 3 I
DRIVE 7.5'UE 3 1 - - - - n
y y 7 5
„ » „ „ „ •• " 41 87 S 7 94 SF 7 20 SF 7 47 SF 79 3 23.46 SRC
5.0 -
20'BL I N I I w 7773 20,6E FI 17602 SF 7629 SF 7655 SF 7682 SF 7708 SF 7735 SF 7761 SF 7788 SF 78114BSF 78 SF 78 F 8 9 9 7 SF n 955a SF I� 16559 SF
SF a 7203 SF 7229 SF 7256 SF 7282 SF 7309 SF 7335 SF 7362 SF 7388 SF 7415 SF 7441 SF 7468SF 7494 SF 7521 SF 7547 SF 8206 S
r r �n 01 M ao N M O d 00 N r M r n a M r N t0 O d -co N (D
etf` ��in r n N 0) o rn M ao N m �n oI 1 rn M m N 21 - 20 - "' 19 0 18 a 17 - o' 16 : "? 15 : '� 14 c' 13 `0 12 11 m I 10
1 �� I M42 <* o0 41 = 0 40 : 0 39 38 = 37 = N 36 : N 35 : N 34 : 33 x 32 x 31 = 30 = �ii 29 = ,ri 28 = 0 27 26 = 0 25 24 : r 23 = 22 = o N N ri 1; I o• F
9 20 21 22 23 24 r 1 o 10 Q> N N N N N N. N N N ' N N N N t•7 M M M M M M M
17
\
16 15
�I
14
13
12
11
10
I
9 I
20'BL
- - - -
- - -
- - -
q:p I
z
I a�
J
II
1I
20
19
18
I 17
16
15
14
13 I
II
I
12 1
1
I II
1 11 11
L-
20'BL
I
I
-
-
--
--
---ttr=-J
LEGEND
SWE
SIDEWALK EASEMENT
UE
UTILITY EASEMENT
DE
DRAINAGE EASEMENT
WILE
WATER LINE EASEMENT
VE
VISIBILITY EASEMENT
BL
BUILDING SETBACK LINE
CIRS
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" SET
CIRF
CAPPED IRON ROD FOUND
IRF
IRON ROD FOUND
R.O.W.
RIGHT-OF-WAY
P.O.C.
POINT OF COMMENCING
P.O.B.
POINT OF BEGINNING
57.5'R (RP)
57.5-FOOT RADIUS (RADIUS POINT)
RPRDCT
REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS
PRDCT
PLAT RECORDS, DENTON
COUNTY, TEXAS
AO
DESIGNATES SUBDIVISION BLOCK
DENOTES STREET NAME CHANGE
9999 SF
LOT AREA (SQUARE FEET)
i
DENOTES KEY LOT
1 IoN��a3 N N N N N N N
O Ir
� 10 ' �
N89' '30"E'zx 1 SF
�In �9000�'' I '60.01 » ' ' '
N°NI » » " 60.00 60.01 .00sot6s.ss'
6001' 60006560.00' - - - - - _
30' MATADOR PIPELINES, INC. ESM'T CIRS o N89'43 30 E 30' MATADOR PIPELINES, INC. ESM'T 2120.95 15' DRAINAGE ESM'T - INST. NO. 2017-109695 30' MATADOR PIPELINES, INC. ESM'T 28X DRAINAGE ESM'T _
clRs ' 7 5'UE M 28X 67817 SF VOL. 1105, PG. 784 RPRDCT 2120.22' RPRDCT * SEE NOTE - THI SHEET VOL. 2400, PG. 371 RPRDCT INST. NO. 2017 -109693 RPRDCT _
VOL. 1105_PG. 784 RPRDCT - - _ _ - � �, T N89'43'30"E " " » 50.00' 50.01' 5.00 50.01' 50.00' " " " 50.00 50.01 77.40' I I 167.20' 30 - - - - - 00
3 I II 155.072 50.01' 50.00' " » n » » " /
l 6 SF3 10' 1 5855 r- I� `
' a d- 6805 I'M6167 JJJ 5892 SF SF r _ 8345 SF I 12866 SF JV 15.57' }
I' ImI •�`� �'
O X I I M Q) (V (0 O� N to 00 N N00 t j M �' O t0 M MI SF 1 SF r Co d' O t0 M a� 07 N 00 N _ r M O cD N O�
00 �46 0 47 : r 48 = "' 49 = °' 50 = 51 = 52 a053 ' 54 = 7 55 = ri56 ri 57 ' ri5$ _ 59 = a 60 = N 61 l I i 62 „� 63 ri 64 i 65 ' i 66 ' 67 x 68 ' o69 070 ' 071 = ai72 = 0173 x m74 c675 ' c676 77 ' -78 ' �_ 79 �_ 80 I� �I 81 "3`l ,`L o) a
•" d I(o CN b I I 43 t 0 44 ' Q; 45 ' of of ao ao N -_ N N N N N N r o 45.71' 10 D� qb rn 0 r
N89"1813 E Q r' •- k�- O W M N N N N N N N N N N N N N N - N N _N N 5873 SF Z 28.06 Z d Uj
o I �I IZ O 6427 5F 6353 SF �I" * 5'DE 6131 SF 6112 SF 6094 SF 6076 SF 6057 SF 6039 SF 6020 SF 6002 SF 5984 SF 5965 SF 5947 SF 5928 SF 5910 SF 20 BL O Q ~
28.50 Z 1 Z 6500 6482 SF 6as4 SF 6aa5 SF 6408 SF 6390 SF 6372 SF 2O'BL 6335 SF 316 SF 6298 SF 6280 SF 6261 SF 6243 SF 6225 SF 6206 SF 6149 SF - - - - - - - - - _ 15468 SF
5.O in . �•_-__ �,- �_-�- �'- �_-'- --- L I \ 1e 'Uo
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-- -tl--'� -- 7.5'UE 1 �Jc� `+om �� M0�
clRs CIRS cmo 7.5'UE - - N89'18'13"E 2044.42' (TOTAL) 1 _ PENBBY_DRIVE _ _ �__ _ _ - - - - - P` Q J ,
N00'41'47"W N 25'x25' VE -
50.00' in 73.5D' 3 I 1 216.22' 7.5'UE 7.5'UE 620.00' o ' I .---�-�-i E 1134.50' 7.5'UE /��� c� N89'35'10"E Q 00
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CIRS CIRS
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!
DOC. NO. 2015-30387 RPRDCT
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1 5750
�$'O::Of1
11 ti900 w
SF
6.06'
575050
Sr
2
SF
-+r
7.5
-_
5750
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50.00'
60.0� 1
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N89
8'13"E
120.00
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6900 3 SF ^
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5750
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0 7.5'UE PRIORY DRIVE r; t - N89'18'13"E 1790.00' (TOTAL) / -/ - 01 I= I 88 0
q 13p SsFI� _ - - - -
I! _ - - - - - 1170.00' 7.5'UE o
IIRV! I n 620.00' 7.5'UE n - -- - - - - - -- - -,5506` $Ob1 1�1 I 6912 SF M1
M •� 5750 _ _ , ,i r- i, r- n
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1 11 30X l0 2 5SF g ^ 0 60.00' 5.0 ' " r IRs �' , /CIRS 50.00' " " / 50.00' 60.00' 1oI 135.20 -
1 11 9S89'18'13"wl S "S89'18'13"W 570.00' clRs 25' 25' 50041 47 E" 8� W» 710.00 I / `' conl I6730 sF91 00
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LOCATION MAP
N.T.S.
**1 VIDE DENOTES 15' DRAINAGE EASEMENT BY
THIS PLAT
El20' SANITARY SEWER ESM'T
INST. NO. 2017-109688 RPRDCT
DRAINAGE ESM'T
INST. NO. 2017-109695 RPRDCT
* A/C UNITS, CONCRETE PADS, AND ANY
OTHER PERMANENT FACILITIES ARE NOT
ALLOWED WITHIN THE 15' DRAINAGE
EASEMENT.
NOTE: THE PORTION OF THE FOLLOWING
EASEMENTS LOCATED ON SUBJECT PROPERTY ARE
TO BE ABANDONED BY THIS PLAT:
DRAINAGE ESM'T
INST. NO. 2017-109691 RPRDCT
R=1655.00 1 z6zsa SF o o" " _ / m 30 d o 29 28 2 133.99 N
F+ w `�" ! loan SF `�' o N00 41 47 W S89`I813 W 1 1 I o �� p / Z ssoo 91
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h 1 d- clRs �¢ ¢ ¢¢ o� ¢I mo 7.511 15BL N
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S89'18'13"W INST. NO. 2019-62218 RPRDCT z c~i 0 0 � 1 X Q m n / r - SF o SF 77 7335 SF ,
17.29 I -"I'I ¢ m 0 0 m 0 ¢ / o o � O �° N89'18'13 E
np 1 53.99 I , �¢ a �¢ , al , �15 16 = : 17:: 18:: 19:: 20= x 21 �; 2 ml �Ijl �, 52744 A1411 A WILKERSON TR 12, 15.583AC-PT
CIRS 45.00, /�o h 55 M �; 56 N p 57 15' DRAINAGE ESM'T w I a \ 4 / p o m 1 76 0
450 64 52 V �� INST. 2019-62217 RPRDCT 1 1 \ SF O ^5750 5750 O 575p 5750 575Dp �I 76�0 751235 A1411A WILKERSON TR 12B 0.97AC-PT
1 /� 575D cnSF SF FFF SF SF SF (n I I 6462 SF
kn SF CO1 1 1 ` / ! Z 50.00' n n •• 0' 60.00 r I I CIRS $�7�$'1 CIRS
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o / W CIRS r
000 / 3 CIRS
a o' / N76'42'01 "W
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_� �/ 61.02'
6360 SF L --115.00' - - - - - - - _ _ _ _ - - _ _ _ - - -1 I 1 2 CADG SU ON FIELDS, LLC 2 I CIRS S89'1813 W 410.00' 2�' _
pRs IRs CIRS I I 1 TRACT 4 I N00'41'47"W clz 128.64
S8918'13"W I 11 � 1` DOC. NO
2015-15963 I 1 20.00' 1 1 1 1 �
\ 32.73' I I I 1 I 1 S89*18'13"W 11 I clRs 00*41'47"E F_ o
N89"45'11"W DRAINAGE ESM'T 1 I I DRAINAGE ESM'T 50.00' I I I 25.00' W a
\ 21.08' INST. NO. 2019-62221 RPRDCT 1 1 li z w
I 1 1 I ,INST. N0. 2017-109691 `
\ DRAINAGE ESM'T 20 SANITARY w o
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CADG SUTTON FIELDS, LLC \( 1 I L m N
DOC. NO. 2015-30387 RPRDCT
DRAINAGE ESM'T I
1 z
INST. NO.2017-109691
RPRDCT I DRAINAGE ESM'T I 1
I I I INST. NO. 2019-62219 RPRDCLd
-
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Im �
WZ 2
F0
15'x15' VISIBILITY 0 U I L_ 20'BL
EASEMENT (UNLESS L - -
NOTED OTHERWISE) 7-VUE
NO STREET
SCALE FRONTAGE
TYPICAL LOT LAYOUT
(EXCEPT AS SHOWN
OTHERWISE)
FINAL PLAT
SUTTON FIELDS PHASE 2B
54.573 ACRES
265 RESIDENTIAL LOTS
4 NON-RESIDENTIAL LOTS
SITUATED IN THE
FREEMAN WILKERSON SURVEY - ABSTRACT NO. 1411,
CARROL JACKSON SURVEY ABSTRACT NO. 1546, &
JACOB RUE SURVEY ABSTRACT NO. 1109
CITY OF CELINA
DENTON COUNTY, TEXAS
Filed for Record
PETITT & ASSOCIATES in the Official Records Of:
Denton County
ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION On: 9/26/2019 3:07:20 PM
OWNER: CADG SUTTON FIELDS, LLC. In the PLAT Records
1800 VALLEY VIEW LANE, SUITE 300 TBPE FIRM REGISTRATION NO. 1488 SUTTON FIELDS PH 2B
FARMERS BRANCH, TX 75234 TBPLS FIRM REGISTRATION NO. 101068 Doc Number: 2019-402
Number of Pages: 2
PHONE (469) 892-7200 1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955 Amount: 100.00
Richardson, Texas 75081 Fax No. (214) 340-3550 Order#:
RPLS OF RECORD: JIMMIE D. NICHOLS
REGISTERED PROFESSIONAL DATE: AUGUST 2019 SCALE: 1"=100' By: CR
LAND SURVEYOR NO. 5184 JOB NO. 1401302E
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 FREEMAN WILKERSON SURVEY, ABSTRACT NUMBER 1411, THE CARROL
JACKSON SURVEY, ABSTRACT NUMBER 1546, AND THE JACOB RUE SURVEY, ABSTRACT
NUMBER 1109, IN DENTON COUNTY, TEXAS, AND BEING PART OF THAT CERTAIN TRACT OF
LAND DESCRIBED IN DEED TO CADG SUTTON FIELDS, LLC, RECORDED IN DOCUMENT
NUMBER 2015-30387, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS (RPRDCT), AND
PART OF TRACT 1 AND TRACT 4 IN DEED TO CADG SUTTON FIELDS, LLC, RECORDED IN
DOCUMENT NUMBER 2015-15963, RPRDCT, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR
THE SOUTHWEST CORNER OF SUTTON FIELDS PHASE 18, AN ADDITION TO THE CITY OF
CELINA ACCORDING TO THE PLAT THEREOF RECORDED IN DOCUMENT NUMBER 2017-478,
PLAT RECORDS, DENTON COUNTY, TEXAS (PRDCT), SAID IRON ROD ALSO BEING THE
SOUTHEAST CORNER OF A RIGHT-OF-WAY DEDICATION FOR BOTHWELL BOULEVARD
ACCORDING TO THE RIGHTS -OF -WAY FOR SUTTON FIELDS PHASE 1, AN ADDITION TO THE
CITY OF CELINA RECORDED IN DOCUMENT NUMBER 2017-398, PRDCT;
THENCE WITH THE SOUTH LINE OF SAID SUTTON FIELDS PHASE 1B, THE FOLLOWING
COURSES TO 5/8-INCH IRON RODS WITH CAP MARKED `PETITT-RPLS 4087" FOUND FOR
CORNER:
NORTH 89'18'14" EAST, A DISTANCE OF 1596.19 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 280.00 FEET;
NORTH 8918'13" EAST, A DISTANCE OF 420.00 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 105.00 FEET;
NORTH 4418'13" EAST, A DISTANCE OF 14.14 FEET;
AND NORTH 89'18'13" EAST, A DISTANCE OF 120.62 FEET, SAID IRON ROD BEING
LOCATED ON A LINE DESCRIBED IN BOUNDARY LINE AGREEMENT RECORDED IN
INSTRUMENT NUMBER 2005-122140, RPRDCT;
THENCE SOUTH 00'41'45" WEST, WITH SAID BOUNDARY AGREEMENT LINE, A DISTANCE OF
1560.41 FEET TO A 5/8-INCH IRON ROD WITH CAP MARKED `PET1TT-RPLS 4087" SET FOR
CORNER;
THENCE, DEPARTING SAID BOUNDARY AGREEMENT LINE, AND OVER AND ACROSS SAID
CADG SUTTON FIELDS, LLC TRACTS, THE FOLLOWING COURSES TO 5/8-INCH IRON RODS
WITH CAP MARKED `PETITT-RPLS 4087" SET FOR CORNER:
SOUTH 89"18'13" WEST, A DISTANCE OF 128.64 FEET;
SOUTH 00'41'47" EAST, A DISTANCE OF 25.00 FEET;
SOUTH 89*18'13" WEST, A DISTANCE OF 50.00 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 20.00 FEET;
SOUTH 89'18'13" WEST, A DISTANCE OF 410.00 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 280.00 FEET;
SOUTH 89*18'13" WEST, A DISTANCE OF 710.00 FEET;
SOUTH 00'41'47" EAST, A DISTANCE OF 20.00 FEET;
SOUTH 89'18'13" WEST, A DISTANCE OF 50.00 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 20.00 FEET;
SOUTH 89"18'13" WEST, A DISTANCE OF 570.00 FEET;
SOUTH 00'41'47" EAST, A DISTANCE OF 115.00 FEET;
NORTH 89'18'13" EAST, A DISTANCE OF 20.50 FEET;
SOUTH 00'41'47" EAST, A DISTANCE OF 50.00 FEET,
SOUTH 89'18'13" WEST, A DISTANCE OF 53.99 FEET;
SOUTH 00'41'47" EAST, A DISTANCE OF 115.00 FEET;
SOUTH 89*18'13" WEST, A DISTANCE OF 32.73 FEET;
NORTH 89*45'11" WEST, A DISTANCE OF 21.08 FEET;
NORTH 86'04'38" WEST, A DISTANCE OF 61.02 FEET;
NORTH 80'36'44" WEST, A DISTANCE OF 61.02 FEET,
NORTH 76'42'01 " WEST, A DISTANCE OF 83.14 FEET;
NORTH 71'56'34" WEST, A DISTANCE OF 90.00 FEET, SAID IRON ROD ALSO BEING THE
BEGINNING OF A NON -TANGENT CURVE TO THE LEFT;
NORTHEASTERLY, WITH SAID CURVE, WHICH HAS A CENTRAL ANGLE
OF 18'45'13", A RADIUS OF 1655.00 FEET, A CHORD THAT BEARS NORTH
08'40'49" EAST, A DISTANCE OF 539.29 FEET, AND AN ARC DISTANCE OF
541.70 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 77.93 FEET;
SOUTH 89'18'13" WEST, A DISTANCE OF 28.50 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 50.00 FEET;
NORTH 89'18'13" EAST, A DISTANCE OF 28.50 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 141.37 FEET;
NORTH 89'43'30" EAST, A DISTANCE OF 90.00 FEET;
NORTH 00'41'47" WEST, A DISTANCE OF 177.23 FEET, SAID IRON ROD ALSO
BEING THE BEGINNING OF A TANGENT CURVE TO THE RIGHT;
AND NORTHEASTERLY, WITH SAID CURVE, WHICH HAS A CENTRAL ANGLE OF
05'22'42", A RADIUS OF 1355.00 FEET, A CHORD THAT BEARS NORTH 01'59'34"
EAST, A DISTANCE OF 127.15 FEET, AND AN ARC DISTANCE OF 127.20 FEET TO THE
POINT OF BEGINNING, AND CONTAINING 54.573 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 PLAT DESIGNATING THE
HEREINABOVE DESCRIBED PROPERTY AS SUTTON FIELDS PHASE 2B, 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 Z4- DAY OF AM141 f . 2019.
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: Ilik -- - -----
NAME: MEHRDAD MOAYEDI
ITS: MANAGER
STATE OF TEXAS §
COUNTY OF DALLAS §
THIS�INSTRLMENT WAS ACKNOWLEDGED BEFORE ME ON THE Z.� _ DAY OF
,J( , 2019, BY MEHRDAD MOAYEDI, MANAGER OF 2M VENTURES, LLC, AS
MANA R 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.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS �'DAY OF A 1A q L4�1 1
2019. IU
NOTARY PUBLIC IN I^ FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES: V lY ^ 0 S ` IL I
�`�UYP'hi CAITLIN PAIGE SIMMONS
Notary Public, State of Texas
zComm. Expires 09-05-2021
Notar 10 131158423
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 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. 5184
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON
THIS DAY PERSONALLY APPEARED 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 LL DAY OF Cry 2019.
NOTARI(1 PUBLIC IN -AND FOR THE STATE OF TEXAS
�)"I - 2o2Z
MY COMMISSION EXPIRES ON:
�`,,PY1#1"' JOY NOEL PREWITT
?' n'sNotary Public, State of Texas
Comm. Expires 05-02.2022
orF+
Notary ID 129785384
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 WILL REQUIRE A FACILITIES AGREEMENT, TO BE REVIEWED AND
APPROVED BY THE CITY.
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.
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 STATE PLANE COORDINATE SYSTEM - NAD 83
(CORS TEXAS NORTH CENTRAL ZONE NO. 4202). ALL DISTANCES ARE SURFACE DISTANCES WITH A SURFACE TO GRID SCALE
FACTOR OF 0.999849392677.
10. NO OVERHEAD UTILITIES ARE PERMITTED ON THE SUBJECT PROPERTY.
11. PERIMETER BOUNDARY CORNERS ARE 5/8-INCH IRON RODS WITH CAP MARKED-PETITT-RPLS 4087" FOUND OR SET, UNLESS
NOTED OTHERWISE. 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 ALONG 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. THE AREA OR AREAS SHOWN ON THE PLAT AS "VAM" (VISIBILITY, ACCESS, AND MAINTENANCE) EASEMENT(S) ARE HEREBY GIVEN
AND GRANTED TO THE CITY, ITS SUCCESSORS AND ASSIGNS, AS AN EASEMENT TO PROVIDE VISIBILITY, RIGHT OF ACCESS FOR
MAINTENANCE UPON AND ACROSS SAID VAM EASEMENT. SHOULD THE CITY EXERCISE THIS MAINTENANCE RIGHT, THEN IT SHALL BE
PERMITTED TO REMOVE AND DISPOSE OF ANY AND ALL LANDSCAPING IMPROVEMENTS, INCLUDING WITHOUT LIMITATION, ANY TREES,
SHRUBS, FLOWERS, GROUND COVER AND FIXTURES. THE CITY MAY WITHDRAW MAINTENANCE OF THE VAM EASEMENT AT ANY TIME.
THE ULTIMATE MAINTENANCE RESPONSIBILITY FOR THE VAM EASEMENT SHALL REST WITH THE OWNERS. NO BUILDING, FENCE,
SHRUB, TREE, OR OTHER IMPROVEMENTS OR GROWTHS, WHICH IN ANY WAY MAY ENDANGER OR INTERFERE WITH THE VISIBILITY,
SHALL BE CONSTRUCTED IN, ON, OVER, OR ACROSS THE VAM EASEMENT. THE CITY SHALL ALSO HAVE THE RIGHT BUT NOT THE
OBLIGATION TO ADD ANY LANDSCAPE IMPROVEMENTS TO THE VAM EASEMENT, TO ERECT ANY TRAFFIC CONTROL DEVICES, OR
SIGNS ON THE VAM EASEMENT AND TO REMOVE ANY OBSTRUCTION THEREON. THE CITY, ITS SUCCESSORS, ASSIGNS, OR AGENTS
SHALL HAVE THE RIGHT AND PRIVILEGE AT ALL 71MES TO ENTER UPON THE VAM EASEMENT OR ANY PART THEREOF FOR THE
PURPOSES AND WITH ALL RIGHTS AND PRIVILEGES SET FORTH HEREIN.
14. WATER AND SEWER TO BE MAINTAINED BY MUSTANG SPECIAL UTILITY DISTRICT.
15. WALL MAINTENANCE EASEMENTS AND MAINTENANCE OF SCREENING WALLS TO BE MAINTAINED BY HOA.
CERTIFICATE OF PLAT APPROVAL
Approved
City Development Official
City of Celina, Texas
q . A6 .! -
Date
Sef$<e"Aber
Witness by hand this _ a 6 day of °�_16 • % 2019
G •�� City Secretary
City of Celina, Texas
...........
=' FINAL PLAT
, -7
SUTTON FIELDS PHASE 2B
54.573 ACRES
265 RESIDENTIAL LOTS
4 NON-RESIDENTIAL LOTS
SITUATED IN THE
FREEMAN WILKERSON SURVEY - ABSTRACT NO. 1411,
CARROL JACKSON SURVEY ABSTRACT NO. 1546, &
JACOB RUE SURVEY ABSTRACT NO. 1109
CITY OF CELINA
DENTON COUNTY, TEXAS
Filed for Record
PETITT & ASSOCIATES
in the Official Records Of:
Denton County
On: 9/26/2019 3:07:20 PM
OWNER: CADG SUTTON FIELDS, LLC.
ENGINEERING SURVEYING CONSTRUCTION ADMINISTRATION
In the PLAT Records
1800 VALLEY VIEW LANE, SUITE 300
TBPE FIRM REGISTRATION NO. 1488
SUTTON FIELDS PH 28
FARMERS BRANCH, Tx 75234
TBPLS FIRM REGISTRATION NO. 101068
Doc Number: 2019-402
Number of Pages: 2
PHONE (469) 892-7200
1651 N. Glenville Dr. Ste. 212 Tel. No. (214) 221-9955
Amount: 100.00
Richardson, Texas 75081 Fax No. (214) 340-3550
Order#:
RPLS OF RECORD: JIMMIE D. NICHOLS
By: CR
REGISTERED PROFESSIONAL
DATE: AUGUST 2019
LAND SURVEYOR NO. 5184
JOB NO. 14013028
SHEET 2 OF 2