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DOC, NO. 2012-63222 10 U E.
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DOC, NO. 2021-7043
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DOC. NO. 2019-131148
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CIVIL ENGINEERS - PLANNERS - SURVEYORS
2405 Mustang Drive, Grapevine, Tms 76051
(617) 329 - 4373
TBPE BEOISTMTION # F-Re04
TBPLs # loortiao
0 2019 AecrosnR GorpOratron 0 2019 HERE
VICINITY MAP
N.T.S.
N
W E
S
GRAPHIC SCALE V=100'
0 100 200 300
LEGEND
DENOTES 1/2' CAPPED IRON
•
ROD SET UNLESS OTHERWISE
NOTED
SQ. F.
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U.E.
UTILITY EASEMENT
R/W
RIGHT-OF-WAY
INSL NO,
INSTRUMENT NUMBER
VOL.
VOLUME
PG,
PAGE
W.M.E.
WALL MAINTENANCE EASEMENT
MIN. F.F.E.
MINIMUM FINISH FLOOR
ELEVATION
D.R.D.C.T.
DEED RECORDS, DENTON
COUNTY. TEXAS
P.R.DO.T.
PLAT RECORDS, DENTON
COUNTY, TEXAS
I.R.F.
IRON ROD FOUND
C.I. R.F.
CAPPED IRON ROD FOUND
CAPPED IRON ROD SET
C.I.R.S.
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ADJONER LINE
- -
- - - - - - -
EASEMENT LINE
CENTERLINE
CROSS SECTION LINE
-
----------------
ULTIMATE FLOODPLAIN LINE
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F
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LOT IX, BLOCK 00; LOT 65X, BLOCK XX; LOT 32X, BLOCK �?"G.K.l14Ays
AAA; LOT 21X, BLOCK RRR; LOT 29X, BLOCK ZZZ; & LOT 3 0�
20X BLOCK AAAA
WINDING MEADOWS DRIVE filed for Record
in the Official Records Of:
BEING Denton County
On: 3/8/2021 11:19:47 AM
29.423 ACRES In the PLAT Records
FINAL PLAT WINGING MEADOWS DI
SITUATED IN THE DOC Nnmher: 2021-87
No, her of Pages: 4
CARDINAS GUADALUPE SURVEY, ABSTRACT No. 214 Ammml 200.00
Order#:
AND JAMES CHESIER SURVEY, ABSTRACT No. 225 By: OF
DENTON COUNTY, TEXAS
WINDING MEADOWS DRIVE 6NON-RESIDENTIAL. LOTS
FP CASE No. FP-19-115 Date: February 2021
REFERENCE CASE No. PP-19-008
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DATED APRIL UT 2011 OPEN SPACE / o L72 I/ 4
" I � L35 v�, 1 v • v
-------------- R=2435.00 L=349.74 n=008°13'46"
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/� L7 EASEMENT
CALLED 78.00 ACRES CB=N37°1 T56"E CL=349.44' / / / / v3 4 CALLEDWY 117 NEVELOPM NT I.P. A
THE 1990 BETTY MARIE MCINTYRE P° P \ HT HWY I14 DEVELOPMENT, L.P.
IRREVOCABLE TRUST, ETAC I / / ? 10 / L9 DOC. NO. 20/9-137148
VOL 2906 PG 363 I °i,^>�' / L10 \ D.R.D.C.T.
D.R.D.C.T.
1
CALLED 383.83 ACRES
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DOC, NO. 2020-37541
Ci 1
0. R.D. C. T.
ryhGm
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/1
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DOC. NO. 2007 54704
DOC. NO. 2021-7043
D .R.D,C,i. I. 1 /
15NATURAL GAS DISTRIBUTION SYSTEM EASEMENT i V /
132.81'-
DP.D.C.T.
COSERVE GAS, LTD.,
i
- - - - -
D/B/A/ COSERVE ELECTRIC 4
DOC. NO, 2021-7046
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DOC. NO. 2020-37541 Pi 1
D.R.D.C.T.
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1
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U
CALLED 363.83 ACRES
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0
DOC. NO. 2020-37541
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u
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o! DALLAS, Tx 75201
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C9 352.40'
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PER GOODWIN & MARSHALL INC
FLOOD STUDY FDP e FDP-19�027
LINE TABLE
LINE IF
BEARING
DISTANCE
Ll
S89-59'01"E
93.79
L2
SW'00'59W
120,00
W
S89-59'01"E
50,00
L4
SOS-54'35"W
85,41
LS
SO4-53'26W
60.22
W
SI2-11'21"W
61,38
U
S09'30' 18"W
60,83
LO
S06-09'30'W
60,35
L9
N44-08'03'W
20.50
L10
S33-11'03"W
27.64
Of
S29-20'S6"W
138.53
L72
S35'51'53"W
60.28
L13
S30-3324"E
14.91
L14
SI3'01'33"W
67.22
LIS
N61-14'31"E
13,79
L16
SS 1'44'24'W
60.38
117
SW'1 i'12'E
307.47
US
NW'11'12"W
64.37
L79
N09-34'43"W
14,95
L20
N35'38'18"E
50.08
121
N84-00301
14.20
L22
N58'36D7"E
66.12
L23
N50-34'28"E
60.00
L24
N44'56'57W
14.W
L25
NO2-02'24"E
50.05
126
N4626'52T
14.62
L27
NO3.35'I I"W
49.50
L28
N41-24'49"E
60.00
L29
N86-24'49"E
49,50
L30
NO3-35'I 1"W
14.14
Wl
N41'24'49"E
50.00
W2
N86'24'491
14.14
L33
1441'24'49"E
91.37
L34
N33°I VOXE
56.89
L35
N44'08'03'W
20.50
L36
1489'59'011W
10.00
L37
N45-00'59"E
14,14
L3B
N44'5V01"W
j 14.14
L39
N89-59'01"W
j 10.00
L40
N89'S9'01"W
Imo
PREPARED BY:
G OODWIN ?
ARSHALL
CIVIL ENGINEERS - PLANNERS - SURVEYORS
2405 Mustang Drive, GmpevlM, Texas 76051
(817) 329 - 4373
TSPE aEG1511iAT a F-2944
TBPLe a 1-11.
LINE TABLE
LINE N
BEARING
DISTANCE
L41
N45'W'19"E
14.14
L42
N27-42'45W
14.24
L43
N72-17'50'W
10.00
L44
N72'I7'50"W
10.02
L45
N64.101ST
14.50
L46
N25-4642"W
13,76
L47
N72'17'50'W
M02
L48
N72'17'50"W
10.00
L49
N62'22'58"E
14.06
L50
N72-17'SO"W
85,02
L.51
N72-17'59W
85.01
L52
N4059'01"W
14, 14
L53
N89-59'01"W
10.00
L55
N45'W'59"E
14.14
L56
NB9'591011W
10.00
L57
S89-59'01"E
85.00
L58
S89-59'01"E
85.00
L59
N44'59'01"W
14.14
L60
N89°59'01"W
10.00
L61
I N48'35'1 I"W
83.38
L62
N89'27'24"E
74.81
L63
N00'271 T'W
352.40
L63
N00'271 TW
352.40
L64
N72'20'26W
74.75
L65
N51-12'31'W
119,41
L66
S30°09'26"E
22.38
L67
NO3-45'48"E
14.48
L68
N20'512YE
115.39
171
26,54
N63'25'00'E
25,46
N28'55'44"E80.33
rL11N57'O
N06-56'59"E
30.23
N37'45'20'E
113.27
N58°00'46"W
20.00
N58'W'46"W
20.11
L76
S89'59'01"E
104.92
L77
N89-59'01"W
109.55
L78
N31'56'47'W
37.96
L79
N76-56'47W
97.84
L80
1,31'56'47W
94.68
N
W E
S
GRAPHIC SCALE I"=100'
0 Too 200 300
CURVE TABLE
CURVE R
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
1085,00
303.61
16'01'58"
S25-10'04"W
302,62
C2
250.00
52.64
12°03'53"
S35'22'53"W
52.55
C3
25000
52.64
12'03'53"
S35'22'53"W
52.55
C4
600.00
241.63
23-04'26"
S29'52'36W
240,00
CS
1230,W
245.18
11-26'56"
S05'161 VW
245.37
C&
500.00
39.43
4-3104"
NO2-2644"W
39,42
C1
480,00
157.33
18-46'48"
N49'12'43"E
156,63
CS
500.00
70.05
8"OV39"
N54-35'I91
70,00
C9
1230.00
18.53
0"51'47"
NW'0123"W
1853
CIO
91500
321,48
20107'50'
N23-07'08'E
319.83
CH
1000,00
351,35
20.07'W'
N23-07'08'E
349.54
C12
800.00
46.13
3-1813"
N39'16111
46.12
C13
1000.00
172.94
9-54'31"
N42'34'20"E
172.72
C14
800.00
152.65
10-55'58"
N42-03'37"E
152.42
C 1.5
1165.W
753.31
37-0255"
N18-0411"E
7411.26
C16
1165.W
1037.58
51'01'45"
N25-03'36'E
1003,63
C17
500.00
45.78
5-14'44'
N42°02'54W
45,76
CIB
635,00
562,58
ST45'40"
N25-11'39T
544,36
C19
1065.00
228.19
12-16'35"
N27°02'46"E
22715
C20
935,W
198.06
12'-'14"
N27'06'S7"E
111.69
C21
935.W
60.43
3.42'1 I"
A14-54'1BE
60.42
C22
1065.00
1 65.98
1 332'56"
NI e49'42"E
1 65.97
spas rraar;
FINAL PLAT1
OF,¢R�
LOT 1X, BLOCK 00; LOT 65X, BLOCK XX; LOT 32X,
.41 Clt S
BLOCK AAA; LOT 21X, BLOCK RRR; LOT 29X, BLOCK
ZZZ; & LOT 20X, BLOCK AAAA
WINDING MEADOWS DRIVE
Filed for Record
BEING
in the Official Records Of:
Denton County
29.423 ACRES
11
oathe/PLUVTiR co ds7 AM
SITUATED IN THE
FINAL PLAT WINDING MEADOWS DI
Doc Number 2021-87
CARDINAS GUADALUPE SURVEY, ABSTRACT No. 214
Number of Pages: 4
AmOunC 200,00
AND JAMES CHESIER SURVEY, ABSTRACT No. 225
BydeBF20210308000d41
DENTON COUNTY, TEXAS
WINDING MEADOWS DRIVE 6NON-RESIDENTIAL LOTS
FP CASE N0. FP-19-115 Date: February 2021
REFERENCE CASE No. PP-19-008 SG`illl EFE 7 2` l 4
CALLED 383.83 ACRES
H7 HWY 114 LAND 2, L.P.
DOC. NO. 2020-37541
D.R.D.CL
4
EE7 2
N00°20
S'17"EBEES
352.4'
1I
352.4.0'
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35.06' 1 130.00,
ACCESS EASEMENT TO
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DOC. NO. 2007-108863
D.R.D.C.T.
L
LINE TABLE
LINE #
BEARING
DISTANCE
Ll
S89"59TIVE
93.79
L2
SOD-0015911W
120DO
13
S89-5901'F
50.00
L4
S05"54'35"W
8.5.41
LIS
SO4"53'26"W
60.22
l6
S12"1121"W
61.38
l7
S09-301811W
60.83
t6
S06-09'30"W
60.35
L9
N44°08'03"W
2(150
L10
S33"11'03W
27.64
L11
S29"20'56W
138.53
tit
S35"51'53W
60.28
L13
S30"33'24"E
14,91
L14
SI3-01'33"W
67,22
LIS
N61"14'31"E
13,79
L16
S51"44'24"W
60.38
L17
SOO"I I'12"E
307.47
LIS
N00"I1'12"W
64.37
L19
N04°34'43"W
14,95
L20
N35"3818"E
50.08
L21
N84-0930"E
14.20
L22
N58"3607"E
66.12
L23
N50"34'29F
6000
L24
N44"56'57W
14.DO
LIS
NO2°02'24"E
50.05
L26
N46"26'521
14.62
L27
NO3"351 I
49.50
1.28
N41"2N49"E
60,00
L29
N86"24'49"E
49.50
1.30
NO3"35'I VW
14.14
L31
N41"24'49"E
50.00
L32
N86°24'49"E
14.14
L33
N41-24'491E
91.37
L34
N33.1 LOSE
56.89
L35
N44`08'03"W
20,50
L36
N89°59'0I'W
10.00
L37
N45"00'59"E
14.14
L38
1144"57014W
14,14
L39
N89"59'01"W
70.00
140
N89-59'01"W
1 H.
50' SOUTHWESTERN
AS O. 5
11 7b
VOL, 5028, PG. 3539
Uy
D.R.D.C-T.
Qv
7 S�
_ _
if
U
I
DAY-ADAMS
1 DRILLING PAD
DOC. NO. 2016-I6740
D.R. D.0 T. \�,
i
I
l I
I I
\-75
I
I
(
TANK SETBACK
I
50' SOUTHWESTERN-
GAS PIPELINE EASEMENT NO. 4A
VOL. PG.3539
D.RD.CT. - - - -
L
F.
�-5/8"C1R
'DUNAWAY"
L._ _ - _
_
- - - - - -3- -. -J
�- -'- �- PREPARED BY:
HIGHWAY 114
(VARIABLE WIDTH R/W)
OWNER/DEVELOPER:
Hines
2200 ROSS AVENUE, SUEFE 4200 W
DALLAS, TX75201
972-716-0132
r
N
w E
S
GRAPHIC SCALE 1"=100,
0 100 200 300
k-j®®]L)dVIIN
MARSHALL
CIVIL ENGINEERS - PLANNERS - SURVEYORS
2405 Mon t .g Drive, G.P.I e, T- 76051
let71 329-4373
IePE aEG19T K! a 1-2eM
mp aloos W
CURVE TABLE
CURVE #
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
108500
303.61
16"01'58"
S25°10'04"W
302,62
C2
250.00
52.64
12"03'53"
535"22'53"W
52.55
C3
250.00
52.64
1M3'53"
S35-22'53W
52,55
C4
600.00
241,63
23"04'26"
S29°52'36"W
240.00
C5
1230.00
245.78
11"26'56"
S05.161 I"W
245.37
C6
500.00
39,43
1 4°31'04"
NO2"26'44"W
39,42
C7
480.00
157.33
18"4648"
1,49"17431
156,63
C6
500,00
70.05
8"0139,
N54"3519E
70,00
C9
1230,00
18,53
0"51'47"
NOD"01'23"W
18.53
CIO
915.00
321.48
20"075W
N23"07'OB"E
319.83
C11
IW0.00
351.35
2(r07'5U
N23"07'08"E
349.54
C12
8M.00
46.13
3"1813"
N39'161 I"E
46.12
C13
1000,00
172.94
9"501"
N42-34'20"E
172.72
C14
800.00
152.65
10-55,58,
N42"03371
112.42
C15
1 1165,00
763.31
37"0255"
N18-0411F
740.2A
C16
1165.00
1037.58
51°01'45"
N25°03'36"E
1003,63
C17
500.00
45.78
5"14'44"
N42-02'54"W
45.76
C18
635,00
562.58
50"45'40"
N25-11'39E
544.36
C19
1065.00
228,19
12°16'35'
N27"02'46"E
227.75
C20
935.00
198.06
12.0814'
N27"06'57"E
197.69
C21
935.00
60,43
3-42.11"
N14"54'18"E
60.42
C22
1065DO
65,98
3"32'58"
N14-49'42"E
65.97
FINAL PLAT
OFLOT
Rp
1X, BLOCK 00; LOT 65X, BLOCK XX; LOT 32X,
BLOCK AAA; LOT 21X, BLOCK RRR; LOT 29X, BLOCK
--
3 Oz
ZZZ; & LOT 20X, BLOCK AAAA
WINDING MEADOWS DRIVE
BEING
Filed for Record
in the Official Records Of:
Denton County
29.423 ACRES
On: 3/812021 11:19:47 AM
In the PLAT Records
SITUATED IN THE
FINAL PLAT WINDING MEADOWS DI
DOC Number: 2021-87
CARDINAS GUADALUPE SURVEY, ABSTRACT No. 214
Number of Pages 4
Amount:
AND JAMES CHESIER SURVEY, ABSTRACT No. 225
200.00
Order#:
By: OF
DENTON COUNTY, TEXAS
W6NON-RESIDENTIAL LOTS
WINDING MEADOWS DRIVE
FP CASE No. FP-19-115 Date: February 2021
OWNER'S STATEMENT
STATE OF TEXAS §
COUNTY OF DENTON g
WHEREAS. HT HWY 114 DEVELOPMENT LP AND HT HWY 114 LAND 2 LP, as owners of that certain lot.
tract, or parcel of land, situated In a portion of the Guadalupe Con, inns Survey, Abstract No. 214,
the James Cheshler Survey. Abstract No. 225, Denton County, Texas, being part of that certain
called 396.67 net acre tract described as Parcel A in a deed to HT HWY 114 Development LP
corded in Document No. 2019-131 I48 of the [),ad Records of Denton County, Texas (DRDCT),
pad of that certain called 83,83 acre tract described in a deed to HT HWY 114 Land 2. LP
corded in Document No. 2020-37541 (DRDCT). and being more completely described as follows,
to wit:
COMMENCING at a P.K. nail found with washer stamped "DUNA WAY" for the Northeast corner of
said 396,67 acre tract, the Northwest comer of Payton Place, Phase One recorded in Cabinet M.
Page 266 of the Plat Records of Denton County, Texas (PRDCT). and being in the approximate
of n Reynolds Road from which a P.K. roll found bears South 8 deg, 59 min, 19 sec.
etl eat Sam Rey ads g
West - 0.93 feet:
THENCE South 89 deg. 56 min. 15 sec West along the North line of Sti d 396.67 acre tract and said
approximate centerrne a distance of 3 409.24 feel to a P.K. nor I found'
THENCE North 89 all 59 mn 0) sac. West along said Norin line and centerllne. o distance of
782,25 feet to a P.K. nail set with washer stamped "GOODW IN & ARSHALL", her6h.fier retained
to as P.K. nett set with washer, for the Northwest comer of a called 26323 acre tract described as
Tract 41. a deed to HT HWY ) 14 Land, LP recorded in Document No. 2019-131818 IDRDCTI, said
point being the TRUE POINT OF BEGINNING:
THENCE South 00 deg. 00 rain. 59 an West departing sold North line and centerline, a distance of
796.06 feet to a 1/2" capped Iron rod set stamped "GOODW IN & MARSHALL", heolmorho mfered
to as ,2" capped iron rod set;
THENCE South 89 deg. 59 min. 01 sec. East, a distance of 93.79 feet to a 1 /2" capped Iron rod set:
THENCE South 00 deg. 00 min. 59 sec. West. a distance of 120.00 feet to a 1/2 capped iron rod set:
THENCE South 89 deg. 59 min. 01 sac. East, a distance of 50D0 feet to a 1/2' capped iron rod set:
THENCE South 27 deg. 23 min. 16 sec. West, a distance of 13239 feet to a 1/2 capped iron rod set:
THENCE South 05 deg. 54 min. 35 sec. West a distance of 85,41 feet to a 1/2" capped iron rod set'
THENCE South 04 deg. 53 m n. 26 sec, West a distance of 60,22 feet to a 112 capped Iran too set:
THENCE South 12 deg. I I min. 21 sec. West, a distance of 6138 feet to a 1/2' capped Iron rod set:
THENCE South 09 deg. 30 min. 18 sac. West, a distance of 60A3 feet to a 1/2 capped iron rod set:
THENCE South 06 deg. 09 min. 30 sec. West, a distance of 60.35 feet to a 1/2' capped ironical at:
THENCE South 00 deg. 00 min. 59 sec. West, a distance of 432.15 feet to a 1/2" capped iron rod set;
THENCE North 72 deg. 17 min. 50 sec West. a distance of 18308 feet to a 1/2" capped iron rod of
for a Point of Curvature of anon -tangent circular curve to the right, having a radius of 1,085.00
feat, a central angle of 16
deg. 01 min. 58 sec., and being subtended by a chord which bears
South 25 deg. 10 min. 04 sec. West - 302,62 feet;
THENCE in a southwesterly direction along said curve to the right. a distance of 303.61 feet to a 1/2"
capped iron rod set:
THENCE South 33 deg. I min. 03 sec. West tangent to said curve, a distance of 539,12 feet to a
11
/2" copped iron rod set in the South line of said 396.67 acre tract and the North line of sold 383.83
acre tract;
THENCE North 44 deg. 08 min. 03 sec. West along said North and South lines, a distance of 20.50
feet to a 1/2" capped an rod at:
THENCE South 33 deg. I I min. 03 sec. West departing said North and South lines, a distance of
27,64 feet to a 1/2' capped iron rod set for a Point of Curvature at a circular curve to the right
having a radius of 2,565.00 feet, a central angle of 08 deg. 13 min. 46 sec., and being subtended
by a chord which bears South 37 deg. 17 rain. 56 sec. West - 36809 feet:
THENCE in a southwesterly direction along said curve to the right, a distance of 368.41 feet to a 1/2"
capped on rod set:
THENCE South 41 deg. 24 min, 49 sec. West tangent to said curve, a distance of 132.81 feet to a
I/2"ca e d iron rod set for a Point of Curvature of a circular curve to the IeH having a radius of
PP 9
250.00 feet, a central angle at 12 deg. 03 min. 53 sec.. and being subtended by a chord which
beats South 35 deg. 22 min. 53 is. West -52.55 feet;
THENCE in a southwesterly direction along said curve to the led, a distance of 52.64 feet to a I /7'
capped iron rod set;
THENCE South 29 deg. 20 min. 56 sec. West tangent to said curve, a distance of 138.53 feet to a
I /7capped iron rod set for a Point of Curvature of a circular curve to the right, having a radius of
25000 feet. a central angle of 12 deg. 03 min. 53 sec., and being subtended by a chord which
bears South 35 deg. 22 min, 53 sec. West - 52.55 feet;
THENCE In a southwesterly direction along said curve to the right a distance of 52.64 feet to a 1 /7'
capped iron rod at:
THENCE South 41 deg. 24 min. 49 sec. West tangent to said curve, a distance of 173.58 feet to a
1/2" capped iron rod at:
THENCE South 03 deg. 35 min. I I sec East, a distance of 106.07 feet to a 1/2' capped iron rod set;
THENCE South 35 deg. 51 min. 53 sec. West, a distance of 60,28 feet to a 1/2' capped iron rod set:
THENCE South 88 deg. 33 min. 21 sec. West, a distance of 110,26 feet to a I /7' capped iron no at;
THENCE South 41 deg. 24 min. 49 sec. West, a distance of 494.46 feet to a I /7' capped iron no set
for a Point of Curvature of a circular curve to the left, having o radius of 60000 feet, a central
angle of 23 deg. 04 min. 26 sec., and being subtended by a chord which bears South 29 deg. 52
min. 36 sec. West - 240.00 feel:
THENCE in a southwesterly direction along said curve to the left, a distance of 241.63 feet to a 1/2'
capped iron rod set for a Point of Curvature of a compound circular curve to the IeH, having a
radius of I, I DO.00 feet, a central angle of 18 deg. 47 min, 40 sec.. and being subtended by a chord
which bears South 08 deg. 56 min. 33 sec. West-359.21 feet:
THENCE In or southerly direction along said curve to the left, a distance of 36083 feet to a 1/2"
capped iron rod set;
THENCE South 00 deg- 27 min. 17 sec. East tangent to said curve, a distance of 352.40 feet to a 1/2'
capped iron rod set for a Point of Curvature of a circular curve to the night, having a radius of
t n f I I de . 26 min. 56 sec. and bein subtended b a chord which
1.230.00 feet, a centre a le
9 0 9 9
bears South OS deg. 16 min. I I sec. West - 24537 feet:
THENCE in a southerly direction along said curve to the right, a distance of 245.78 feet to a 1/2'
capped iron rod at;
THENCE South 30 deg. 33 min. 24 sec. East non -tangent to said curve, a distance of 14 91 feet to a
1 /2" capped iron rod at:
THENCE South 13 deg. 01 min. 33 sec. West, a distance of 67.22 feet to a /2" capped iron rod set:
THENCE South 61 deg. 14 min. 31 sec. West, a distance of 13.79 feet to a t/2" capped iron rod set
fora Point of Curvature of a non -tangent circular curve to the right. having a radius of 1,230.00
feet, a central angle of 34 deg. 23 min. 21 sec., and being subtended by a chord which bears
South 32 deg. 15 min. 07 sec. West- 727,22 feet;
THENCE in a southwesterly direction along said curve to the right, a distance of 73825 feet to a 1/2"
capped iron rod at:
THENCE South 04 deg. 08 min. 30 sec West ran -tangent to said curve, a distance of 105.50 feet to
a 1/2" capped iron rod of;
THENCE South 51 deg. 44 min. 24 sec West, a distance of 60.38 feet to a 1/2' capped iron tad set,
THENCE North 85 deg. 09 min. 35 sec. West, a distance of 107.42 feet to a 1 /2" capped iron rod set:
THENCE South 50 deg. 34 min. 28 sec. West, a distance of 228.11 feet to a 1/2 capped iron rod set
far a Poiof of Curvature of a circular curve to the IeH, having a radius of 570.00 feet. a central
angle of 50 deg. 45 min. 40 sec., and being subtended by a chord which bears South 25 deg. I I
OWNER'S STATEMENT CONT...
min. 38 sec. West- 48B.64 feel;
THENCE in a southwesterly direction along sold curve to the left, a distance of 504,99 feet to a 1/2"
capped iron rod set:
THENCE South 00 deg. I I min. 12 sec. East, a distance of 307.47 feet to a 1/2' capped iron rod set In
the South line of said 383,83 acre tract and being in the North right-oh,,ay line of State Highway
No. 114 (variable width right-of-way), from which o 5/8" capped iron rod found stamped
"DUNAWAY" bears North 89 deg. 49 min. 00 sec. East - 4v3 feet:
THENCE South 89 deg. 49 min. 00 sec. West along said South line and North right-of-way line, a
distance of 130.00 feet to a 1/2" capped iron rod set. from which a 5/8" capped iron rod found
stamped "DUNAWAY" bears South 89 deg, 49 min. 00 sec, West - 3506 feet;
OWNER'S STATEMENT CONT...
North 13 deg. 03 min, 13 sec. East tangent to said curve, a distance of 327.01 feet to a 1/2"
capped iron rod set for a Point of Curvature of of circular curve to the left, having a radius of
i, 4; 500 feet, a central angle of 13 deg. 02 min. 14 sec.. and being subtended by a chord
which bears North 06 deg. 32 min. 06 sec. East - 321.28 feat:
OWNER'S STATEMENT CONT...
STATE OF TEXAS §
y� 4
COUNTY OF yOEH11,1 §
Continue in o northerly direction along said curve to the left. a distance of 321 97 feet to a 1/2" This instrument was acknowledged before me on. .4? WrIWO .%�„ 20i1 by Robert W Witte,
capped iron rod set: the Senior Managing Director of Hines Investment Management Holdings Limited Partnership, a
Texas limited partnership, In its capacity as general partner of Hines Hwy 114 Associates LP, a Texas
North 00 deg, 00 min. 59 sec. East tangent to said curve, a distance of 984.08 feet to a P.K. nail limited partnership, in Its capacity as sole member of Hines Hwy 114 LLC, a Delaware limited liability
set with washer for the Northeast comer of said 76,281 acre tract being in the North line of said company, in Its capacity as general partner of HT Hwy 114 LP, a Delaware limited partnership, in its
396,67 acre tract and being in the approximate centerline of said Sam Reynolds Road, from capacity as sole member of HT Hwy 114 Development LLC. a Delaware limited liabil'Ity company, in
which a P.K, nail found for the Northwest comer of said 76.281 acre tract bears North 89 deg, its capacity as general partner of HT HWY I I Development LP., o Texas Ilmitetl partnership, on
59 min. 01 sec. West- 1,805.54 feet: behalf of said entities.
THENCE North 00 deg, I I min. 12 sec, West departing said South line and North right-of-way line. a THENCE South 89 deg. 59 min, 01 sec. East along the North line of said 396.67 acre tract and said
distance of 64,37 feet to a I/2" capped Iron rod at far a Point of Curvature of a &-for curve to app-larate centerline, a distance of 170,00 feet to the POINT OF BEGINNING, containing
the left hav ng o radius of 500.00 feet a central angle of 04 deg. 31 mina 04 set., and be ng 1,281,649 square feet or 29.423 acres of land more or less,
subtended by a chord Which bears North 02 deg. 26 mn. 44 son. West 39,42 feet
THENCE in a northerly direction along sad curve to the left a distance of 39.43 feet to a 1/2' NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
capped Iran rod at;
THAT HT HWY 114 DEVELOPMENT' LP and FIT HWY 114 Land 2 LP, acting by and Through the
t. THENCE North 04 deq. 42 min. 16 seWest tangent to said curve, a distance of 275,25 feet to a 1/2" undersigned, their duly authorized agent, does hereby adopt this final plot of LOT 166X, BLOCK W:
capped iron and at for a Point of Curvature of a circular curve to the right, having a radius of LOT 6SX. BLOCK XX: LOT 32X. BLOCK AAA: LOT 21 X. BLOCK RRR: LOT 29X, BLOCK ZZZ; AND LOT 20X,
48000 feet, a central angle of 36 deg. 09 min. 32 sec., and being subtended by a chard which BLOCK AAAA of WINDING MEADOWS DRIVE, and does hereby dedicate to the public use forever
bears North 13 bag. 22 min 30 sec, East - 297, 92 feet: the streets and easements shown hereon. ,,1r'�
THENCE in a northerly direction along said curve to the fight, a distance of 302.92 feet to a 1/2" Witness our hand. this the 25 day of _, Wk
capped iron rod set:
THENCE North 09 deg. 34 min. 43 sec. West non -tangent to said curve. o distance of 14,95 feet to a
1/2' capped on rod at.
THENCE North 35 deg. 38 rain, 18 an, East a distance of 50.08 feet to a 1/2' capped iron rod of;
THENCE North 84 deg, 00 m n 30 I.Ir East, o distance of 14.20 feet to . 1/2' capped',.. rod at for
a Pont of Curvature of a non tangent ifcu[ar curve to the right having a radius of 480,00 feet, a
central not. of 18 deg 46 min. 48 an ] being subtended by a chord which bears North 49
deg, 12 on 43 sec. East 156,63 foal
THENCE In a northeasterly direction along said curve to the right, a distance of 157,33 feet to a 1/2"
capped Iran rod at:
THENCE North 58 deg. 36 min. 07 sec. East tangent to said curve, a distance of 66.12 feet to a 1 /7'
capped iron rod at for a Point of Curvature of a circular curve to the left. having a radius of 500,00
feet, a central angle of 08 deg. 01 min. 39 sec., and being subtended by a chord which bears
North 54 deg. 35 min. 18 sec. East - 7000 feet;
THENCE in a northeasterly direction along said curve to the let, a distance of 70.05 feet to a 1/2
capped iron tad at;
HT WY114 DEVELOPMENT LP.
a Texas limited partnership
By: HT Hwy 114 Development LLC.
a Delaware limited liability company, Its general partner,
By: HT Hwy 114 LP,
a Delaware irmt.d partnership, its .sole member
By: Hines Hwy 114 U.C.
a Delaware limited liability company, its general partner
By: Nines Hwy 114 Associates LP,
a Texas limited partnership, its sole ber
By: Hines Investment Mar 4ant Holding,J�'�/etl Par}ners%hl �'
a Texas limited p , it eral4Ea nrJ er -
By:
Name; Robed W. Witt.
Title: Senior Managing Director
THENCE North 50 deg. 34 min. 28 sec. East tangent to said curve, a distance of 146.70 feet too 1/2"
capped iron rod at;
FIT HWY 114 LAND 2 LP,
THENCE North 05 deg. 34 min. 28 sec, East. a distance of 10607 feet to a 1/2' connection rod set: o Texas limited partnership
THENCE North 50 deg. 34 min. 28 sec. East. a distance of 60 00 feet to a 1/2' capped iron rod set: By: HT Hwy 114 Land 2 LLC.
a Delaware limited liability company, its general partner
THENCE South 84 deg. 31 min. 38 sec. East. a distance of 105,88 feet to a 1/2" capped Iron rod of
for a Point of Curvature of a non -tangent circular curve to the left having a radius of 1,100.00 feet, By: HT Hwy 114 LP,
antral angle of 49 deg. 46 min. 05 sec., and being subtended by a chord which bears Nodh 24 a Delaware limited partnership, its sole member
deg. 25 min. 46 sec. East - 925.72 feet;
By: Hines Hwy 1 ] 4 LLC.
THENCE in a northeasterly direction along sold curve to the left, a distance of 955.48 teat to a 1/2' o Delaware limited liability company, Its general partner
capped iron rod set,
By: Hines Hwy 114 Associates LP,
THENCE North 00 deg. 27 min. 17 sec. West tangent to said curve, a distance .1352A0 feet to a 1/2 a Texas limited partnership, Its sole member
capped Iron rod set to, a Point of Curvature of a circular curve to the right. hoving a radius of
1,230.00 feet. a central angle of 00 deg. 51 min. 47 sec., and being subtended by a chord which By: Hines Investment Manage of Holdings Limited Partnership,
bears North 00 deg. 01 min. 23 sec. West - 18,53 feet; a Texas limited partner gain rot partner
THENCE in a northerly direction along curve said to the right, a distance of 18.53 feet to a 1/2"
Capp etl iron rad at:
v v
THENCE North 44 deg. 56 min. 57 sec. West non -tangent to said curve. a distance of 14.00 feet to a By.
i 12'capped iron rod set: Name: Robed W. Witte
Title: Senior Managing Director
THENCE North 02 deg. 02 min. 24 sec. East, a distance of 50,05 feet to a 1/2 capped iron rod set;
NotaV�State of Texas
My coma,su,th expires'.
STATE OF TEXAS §
COUNTY OF _yr�flµ/4L §
t � I OIt HIE KUftgUB
t u ro L._.I::zFs
This instument was acknowledged before me on o _ 25,. 20" 1 by Robed W. Witte, the
Senior Managing Director of Hines Investment Management Inklings Limited Partnership, o Texas
g g g 9
Ilmifod portnarshlp, in its capacity as general partner of Hines Hwy 114 Associates LP. o Texas
Ilmlted partnership, sn Its capacity as sole member of Hines Hwy 114 LLC, a Delaware limited liability
company , In Its capacity as general partner of HT Hwy 114 LP, a Delaware limited partnership. in Its
capacity as sole member of HT Hwy, 114 Land 2 LLC, a Delaware limited liability company, In its
capacity as general partner of HT HWY 114 Land 2 LP., a Texas limited partnership, on behalf of sold
entities.
Notary F bl' State of Texas 110111R1 IF KU14RIJ5
LxPiiits
My aommss'on axple, T {LI
NCITISITY IU 128D4076-7
THENCE North 46 deg. 26 min. 52 sec. East, a distance of 14,62 feet to 0 1/2" capped iron rod set for
a Point of Curvature of o non -tangent circular curve to the right, having a radius of 1, 230,00 feet, a
central angle of 37 deg. 44 min. 31 sec., and being subtended by a chord which bean North 22
SJ 1448A - S11 WillW59
deg. 32 min. 34 sec. East -795.66 feet:
P
THENCE in a northeasterly direction along said curve to the right, a distance of 810.23 feet to a 1/2
465745- A0214A G. CARDENAS, TR 6C(1) 3.34AC-PART
capped iron rod set;
268720 - A0214A G. CARDENAS TR 6C 1.37AC-PART
THENCE North 41 deg. 24 mi", 49 sec. Eas"°age""°,aid curve, ° distance of 336.50 feel ° ° 1 /7'
r
capped iron ad set:
77026 - A0214A G. CARDENAS TR 6 3.931 AC -PART
THENCE North 03 deg. 35 min. l l sec.West, a distance at 49.50 feet to 1/2- capped iron ad,.,;
68067-A0214A G. CARDENAS TR 2,7B,8B 4.272AC-PAR'
THENCE North 41 deg. 24 min. 49 sec. East. a distance of 60.00 feet to a 1/2' capped iron rod set:
68066 - A0214A G. CARDENAS TR 3 2.503AC-PART
THENCE North 86 deg. 24 min. 49 sec. East, a distance of 49,50 feet to a 1 /2" capped iron rod set:
770878 - A0225A J. CH ESI ER TR 9A 1.782AC-PART
THENCE North 41 deg.24 min. 49 sec. East. a distance of 42500 feet to a 1/2" capped an rod set;
68110 - A0225A J. CH ESI ER TR 8 2.649AC-ALL
THENCE North 03 deg. 35 min. I I sec. West, a distance of 1414 feet to a 1 /7' capped iron rod set;
464326 - A0214A G. CARDENAS TR 3F 5.333AC-PART
THENCE North 41 deg. 24 min. 49 sea East, a distance of 50,00 feet to a 1/2 capped iron rod at:
464324 - A0214A G. CARDENAS TR 2A 4.243AC-PART
THENCE North 86 deg. 24 min. 49 sec. East a distance of 14,14 feet to a 1/2 capped iron rod set
THENCE North 41 deg. 24 rat.. 49 sec. East, a distance of 91 37 feet to a 1/2' capped iron rod set for
curve 1 the havinga radius of 2 435.00 feet a central angle
o Point of Curvature of a circularbeing
eft.
9
. 13 min. 46 sec. and bein subtended b o chord which bears North 37 deg. 17 min. 56
se OB deg g Y 9
Sec. East - 349.44 feet;
THENCE in a northeasterly direction along said carve to the left. a distance of 349.74 feet to a 1/2
capped iron rod set;
THENCE North 33 deg. I I min. 03 sec, East tangent to said curve, a distance of 56,89 feet to a 1/2
copped Iron rod at in the North line of said 383.83 acre tract and the South line of said 396.67 acre
tract;
THENCE North 44 deg. 08 min. 03 sec. West along said North and South lines, a distance of 20.50
feet to a 1/2" capped iron rod set for the most southerly corner of a called 76,281 acre tract
described as Tract 5 in a deed to HT' 114 Land. LP recorded in Document No. 2019-131818
IDRDCT);
THENCE in a northerly direction departing said North and South lines and continue along the East
line of sold 76.281 acre tract the following five (5) courses:
North 33 deg, i I min. 03, East, a distance of 500,87 feet to a 1/2" capped Iran rod set for a
Point of Curvature of a circular curve to the left, having a radius of 915,00 feet, a central angle
of 20 deg. 07 min. 50 sec., and being subtended by a chord which bears North 23 deg. 07 min.
08 sec. East-319.83 feet;
Continue in a northeasterly direction along said curve to the IeH, a distance of 321 48 feet to a
1/2" capped iron rod at;
SURVEYOR'S CERTIFICATE
This is to certify that I, John N. Rogers. a Registered Professional
Land Surveyor of the State of Texas,
n h t n the ground
have platted the above subdivision from an actual o g o
survey. and that all lot comers.
y
angle points and points of the Carve shall be properly marked
on the ground and that this plat
correctly represents that survey made by me or under my direction and supervision.
Ders
,. )f� 2�, ICI
John .Rog
Registered Professional Land Surveyor No. 6372
Surveyed on the ground September 2018
Goodwin & Marshall, Inc.
c�AP'�saT eft' 9U,
2405 Mustang Drive
: p& o'.
Grapevine, Texas 76051
.-
""" N .,O E
JOXN N. gGR3
B i 7) 329-4373
(Fig
6372
4'DaAeSsso.. of,
4�Bu8
OWNER/DEVELOPER:
Hines
2200 ROSS AVENUE, SUITE 4200 W
DALLAS, TX 75201
972-716-0152
LAND USE TABLE
Development Yield
Gross Site Area
29.423 Acres
Total Number Lots
6
Residential Lots Area
0 Acres
Number Residential Lots
0
Number Single Family Detached
0
Number Dwelling Units
0
Non -Residential Lots Area
4.538 Acres
Number Non -Residential Lots
6
Private Open Space Lots Area
4.538 Acres
Number Non -Residential Lots
6
Right -of -Way Area1 24.885 Acres
No Public Parks Proposed
FORT WORTH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL.
PLAT APPROVED DATE: A.I Ti. aO
BY:
�, hairmanhairman
BY:
Secretary
PREPARED BY: ��E�T
G®®D P Y I1
ai
MARSHALL
CIVIL ENGINEERS - PLANNERS - SURVEYORS
2405 Mustang Drive, Grapevine, Taxes 76051
(817) 328-4373
TEPE REGIM TION A F2&N
TRELs. 1-17.
WATERfWASTEWATER IMPACT FEES
The City of Fort Worth has an ordinance implementing the assessment and collection of water and wastewater impact
fees. The total amount assessed is established on the recordation date of this plat application, based upon schedule I
of the current impact fee ordinance. The amount to be collected is determined under schedule It then in effect on the
date a building permit is issued, or the connection date to the municipal water and/or Wastewater system.
UTILITY EASEMENTS
Any public utility, including the City of Fort Worth, shall have the right to move and keep moved all or part of any
building, fence, tree, shrub, other growth or improvement which in any way endangers or interferes with the
construction, maintenance, or efficiency of its respective systems on any of the easements shown on the plat: and they
shall have the right at all times to ingress and egress upon said easements for the purpose of construction,
reconstruction, inspection, patrolling, maintaining, and adding to or removing all or part of its respective systems
without the necessity at any time of procuring the permission of anyone.
BUILDING PERMITS
No building permits shall be issued for any lot in this Subdivision until an appropriate CFA or other acceptable provisions
are made for the construction of any applicable water, sewer, storm drain, street lights, sidewalks or paving
improvements: and approval is first obtained from the City of Fort Worth.
SIDEWALKS
Sidewalks are required adjacent to both sides of all public and private streets, in conformance with current Sidewalk
Policy per "City Development Design Standards".
SITE DRAINAGE STUDY
i site drainage study, showing conformance with the approved roadway drainage plan, may be required before any
building permit will be issued on this site, (a grading plan in some instances may be adequate.) If the site does not
conform, then a drainage study may be required along with a CFA for any required drainage improvements and the
current owner shall submit a letter to the Department of Transportation and Public Works stating awareness that a Site
Drainage Study will be required before any permit is issued, The current owner will inform each buyer of the same.
FLOODPLAIN RESTRICTION
No construction shall be allowed within the floodplain easement, without the written approval of the Director of
Transportation and Public Works. In order to secure approval, detailed engineering plans and/or studies for the
improvements, satisfactory to the Director, will be prepared and submitted by the party(ies) wishing to construct within
the floodplain. Where construction is permitted, all finished floor elevations shall be a minimum of two (2) feet above
the floodplain base flood elevation resulting from ultimate development of the watershed.
FLOODPLAIN/DRAINAGE-WAY: MAINTENANCE
The existing creek, stream, river, or drainage channel traversing along or across portions of this addition, will remain
unobstructed at all times and will be maintained by the individual lot owners whose lots are traversed by, or adjacent
to, the drainage -ways. The City of Fort Worth will not be responsible for the maintenance, erosion control, and/or
operation of the said drainage- ways. Property owners shall keep the adjacent drainage -ways traversing their property
clean and free of debris, silt or other substances which would result in unsanitary conditions, and the City shall have the
right of entry for the purpose of inspecting the maintenance work by the property owners. The drainage -ways are
occasionally subject to the storm water overflow and/or bank erosion that cannot be defined. The City of Fort Worth
shall not be liable for any damages resulting from the occurrence of those phenomena, nor the failure of any
structures) within the drainage -ways. The drainage -way crossing each lot is contained within the flood -plain easement
line as shown on the plat.
PRIVATE COMMON AREAS AND FACILITIES
The City of Fort Worth shall not be held responsible for the construction, maintenance or operation of any lots
containing private common areas or facilities identified as such on this plat. Said areas shot] include, but not be limited
to: private streets, emergency access easements, and gated security entrances; recreation areas, landscape areas
and open spaces, wafer and wastewater distribution systems and treatment facilities; and
recreation/clubhouse/exercise/buildings and facilities.
The land owners and subsequent owners of the lots and parcels in this subdivision, acting jointly and severally as a land
owners association shall be responsible for such construction, reconstruction, maintenance and operation of the
P P
subdivision's private common areas and facilities, and shall agree to indemnity and hold harmless the City of Fort Worth,
Texas, from all claims, damages and losses arising out of, or resulting from the performance of the obligations of said
owners association, as set forth herein.
CONSTRUCTION PROHIBITED OVER EASEMENTS
No permanent buildings or structures shall be constructed over any existing or platted water, sanitary sewer, drainage,
gas, electric, cable or other utility easement of any type.
NOTES
I. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone
14202), North American datum of 1983 as derived from GPS observation.
2. All property corners are set with i/2" iron rods with yellow plastic caps stamped
"GOODWIN & MARSHALL unless otherwise noted.
3. According to the Federal Emergency Management Agency Flood Insurance Rate
Map No. "' 21 C0490G. revised APRIL 18, 2011 this survey is I ... led in flood
Insurance Zone "X",non-shaded). defined as areas outside the 02%annual chance
flood, areas of I%annual chance flood and Flood Zone "A", being defined as areas
with no Base Flood Elevations detemrined.
4. Lot I X. Block 00. Lo165X, Block XX, Lot 32X, Black AAA, Lot 21 X. Block RRR, Lot 29X,
Block ZZZ, and Lot 20X, Block AAAA are private HOA/Developer owned and
maintained open space lots.
*figs XORg,,i;
FINAL PLAT
,
OF
M M
LOT 1X, BLOCK 00; LOT 65X, BLOCK XX; LOT 32X,
BLOCK AAA; LOT 21X, BLOCK RRR; LOT 29X, BLOCK
Ji
3 5 z
ZZZ; & LOT 20X, BLOCK AAAA
,'to
WINDING MEADOWS DRIVE
BEINGin
Filed for Record
the Official Of:
Denton County
ento
29.423 ACRES
IInnthe P'LATtR co ds7 AM
SITUATED IN THE
FINAL PLAT WINDING MEADOWS 01
Ooc NU in bet. 2021-87
CARDINAS GUADALUPE SURVEY, ABSTRACT No. 214
Number of Pages 4
Amount: 200.60
AND JAMES CRESIER SURVEY, ABSTRACT No. 225
Oderk.
By: BE
DENTON COUNTY, TEXAS
WINDING MEADOWS DRIVE 6NON-RESIDENTIAL- LOTS
FP CASE No. FP-19-115 Date: February 2021
REFERENCE CASE No. PP-19-008 2NEE7 C109 s8