SJ1493Ai 1
- - - CALLED 273.95 LAND TRACT) _ - - - _ _ / CALLED 70.546 ACRES
POINT OF BEGINNING HT HWY 114 LAND: L.P. I MARCOS VALENZUELA P.K. NAIL SET
P.K. NAIL FOUND W/WASHER - - - - - - - - - - -
170.00' - - DOC N0.2019-131818 -{ - DOC. N0.2014-75723 W/ WASHER
N89°59'01"W "GOODWIN&MARSHALL" o . .. D.R.D.C.T.
S 89 59 01 E 782.25' I D.R.D.C.T. "GOODWIN & MARSHALL"
-� - - - - N 89°56'15" E 313.81'-
------------------ SAMREYNOLDSROAD - - - -- _ `
50' PIPELINE EASEMENT - - - - -
10' RIGHT-OF-WAY EASEMENT 20' ELECTRIC EASEMENT NO. 1 3 I P.K. NAIL FOUND - - - - - - - - - - - - - -
W/ WASHER o \ INST. NO. 2005 143409
\ D.R.D.C.T. INST. NO. 2004-11909 VOL. 3196, PG.808 _ _
"GOODWIN &MARSHALL" `y`� I \ �, I 10' RIGHT-OF-WAY EASEMENT -g - - - - - - -
!� \ VOL.401, PG. 254 VOL.402, PG.431 n INST. OF -WA _ffASf9
I \ D.R.D.C.T. N 89059782.29' 782.29' D.R.D.C.T. 10' UE I 10' UE VOL. 401, PG. 254 50' SOUTHWESTERN
_ r
139.09' N 89°59'Ol"W 571.54' N 89°56'15" E 313.85' D.R.D.C.T. GAS PIPELINE EASEMENT NO. 3
101
- - - - - - - - - - BLOCK AAA-20_13'- VOL. 5028, PG. 3539
1 ; 86.54' 60.00' 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 10.20' N 89°56'15" E 363.41' D.R.D.C.T.
I � N 16058'21W % U� MIN FF = 731.00' I BLOCK AAA 65.00' 60.00' 65.00' 173.41'
I 43.56'
- 9 3 5' U.E.
r 1�}VEY 1 1 W 9,322 1/r'C.I.R.S.
�.Q Svi� a I $ SQ a o 3 3 I 3 3 3 I `� U'--' "GOODWIN & MARSHALL"
S� 5 0 10 v^ H o n iv rn in n n r n o 3 3
REMAINDER Of
/Cj4E 22 I N 54°24'22" W z 21 ^ 12 �0 13 v 'n 14 v 15 < Cl) 16 v N j7 $ - - v� io 21 26.232ACRE5 7RACT4
*4Ei S V+- �' NO. I o 7,616 "a ";. 8,823 o u'i 8139 "y ui ": °•� LO 0 �n r� Sri 'n `n v o
I J�ii�' 0 31.31' o _.+, 8,135 ,�i, 8,130 8,125 8120 $ $
To I z SQ. Fr o SQ. Fr. 3 SQ'. Fr. C SQ, Fr C - SQ. FT C - sQ. Fr g � s . Fr. C s811tsi. v N siu M 19 M 20 �, 0 16,712
UE Z z I S S Q o Q o O 1 L2 1/2"C.LR.S. DOC.N0.2079-137818
�S I I _ z z l z z z Q Q N 7,500 N 8,044 g N 5Q. FT. o NT HWY 774 LAND L.P.
�10 o Q• FT. o S. FT. o S FT.
^I yg.64' �\ I 1 o z z "GOODWIN&MARSHALL"
o Z \b Cl 25' 25' D.R.D.C.T.
FLOODPLAIN EASEMENT 1 3„1 2O 120 BL -
L=1- 42.8 2'1. CZ 1/2" C.I.R.S.
10 UE C3 "GOODWIN & MARSHALL
I I ---- ---- ---- ---- - - -- 24.14' La ��\ o O Wa�-_s9.7j.
32.89' 65.00' 60.00' 60.00' L6O' 60.00'
I I pI f^
I z Icti L7 N N ?2 O L=57.03' CaNN` $%jo381
BLUEBIRD SKY DRIVE N 89056'15' E 724.00'
1 u 94.00' �i- - - - - - - - - \ 12,922 L='7.03'
1 1 f 310.00' _ 310.00' -� - _ r SQ. o -~ L 5j03• ,V N7p3Bq „
N -1b o�1 6 Ly
f !D �1-------- ----- ! N R=50' v1 1 N �� _ 54.3 9j36' y
r 1 _
0 �.2� 120.00' 120.00' ♦6 �` 120.00' _ _ 120.00' !�? J w
w I I \ 8' q5�/ 10'UEE&BL - - - - - - - - - - - N89°56'15'E w
ULTIMATE 100-YEAR FLOODPLAIN j '" /� I 22
10' UE & BL T� 127.69' co 6,434 $ 0 _ /0' N
p PER GOODWIN &MARSHALL, INC. I o 10' UE I 1 I I I I L=6.0T 0 0 23 2.36' Uf
Q H o FLOOD STUDY FOP # FDP-19-027 1 - • '' -� I NiI I I j g 16 ^ Q¢ o ?0'B\ �'
S 16 I I SQ. FT. �+ 6,434 S 46.
8,400 'n 8,400 g g v 2 SQ. FT. p v
U O 20' BL I N I SQ. Fr. SQ. Fr 11 I I SQ. Fr. SQ. FT. I 18 co I 23 0 z z sQ s� 25 a \�
3 I I I I I I v l 7,793 o v
m G2 � ! 8,8 M 7 1$ I I N 89°56'15" E N 89°56'15" E I I N 89°56'15" E o I I I SQ. FT. O 2 S6, 14 S S LU /
N 89 56' 15" E _26
U I 1 I f SQ. FT ra o SQ 12 25' 1 25' 1 130.00' B 130.00' 25' N 89°56' 15" f 50. 2 6,000 N g
1 8,866 I
. FZ
2 O I BLOCK AAA I N °o I 50' to I I 25' 1 130.00' V 130.00' 25' 1 25' SQ. FT. o
o , ! • ^ 1- I W I� m I so 1 I I I C� = 6 s5o
C i Z M I 130.00' 50.00'
3 .o I 31X j MIN FF = 725.15' I $ I m 2 $ 15 W g g m 2 b !i �) W I (� 80°51 56.. So.�, 2 SQ. Fr/ 8
n I 121,695 , o o IN 7,800 0 7,80o OI of Ib IN 7,800 7,800 0l of g 1= m 24 g Q 50•00 50 J o
I W i sQ L W I I 1^ SQ. Fr. (O1 SQ. FE NI I s FT N -I N >24 0� I 1 �40 00, 0/
PRIVATE i, f I J I I 1 Q' x SQ' Fr. 1 I o I I I 1 10
I p I H.O.A.\DEVELOPER 4 70.00' 75.00' I I I N 89°56'15 E m N 89°56'15" E I I N 89056'15" E to ° SQ. FT. o .. $0 00 1 11/ Sp00'
OWNED & °vp N 89056'15" E 145.00' 1 ; 1 130.00' 130.00' 130.00' I 1 N 89°56'15' E I �/� /
I N 89 56'15" E I N84 13 00 W /
ppp MAINTAINED I o/ I I I I I 130.00' 1 1 130.00' S0.00 N77°30.52°W / °38'96, SS00' 50R/
O OPEN SPACE 2f g MINFF=724.75' 6 m =1 1 I S 14 1 I I_ I h 50.00, / 10 ..00,
W
z I / 9,425 J 18 �: 8 I 1 &,43so 5 I$ S I I 3 S 14 I$ w 8 25
; "O SQ. Fr. N o `O c°v Q �D S . FT. �O R50 I iv K I 8,450 8,450 I I . I
I I 1 i 1 Q SQ. IT• I I 1 Q I SQ. FT. SQ. FE 1° z 7,800 1 1 / TRADITION CENTRAL PHASE 7C
y I i 1 N 89°56'15" E I I 1 1 ° ° I fA I I ( I W 1 I SQ u, I I I DOC.P.R.D.C.T.7-233
N 89 56' 15' E N 89 56' 15" E ° i v N 89 56' 15" E N 89 56' 15" E o
� 145.00' O 1 130.00' 130.00' ; (A a I N 89 56' 15" E
Q w I DRAINAGE EASEMENT I I n 1 130.00, 130.00, _
N (J I DOC. NO.2021-137346 1 MIN I cn 0 I I I 3 I I I I 130.00' gg C
Q 0 0 i D.R.D.C.T. 1' $� 5 I g g� g 1 1 4 7 T 13 1 1 g � O $ I 4 � g 13 I o M y o 1 a
W Z a I 1 O 58,7 I z l o I 7,800 ? 0 7AW I z l a o I I 7,800 `� 0 7,500 10 O d
Q I I� $ �I I 80 N N
O I ; N m Q• I! 1 I SQ. FT. o SQ. FT. I I Z 1 1 5Q. FT. 8 �O 5Q. Fl.
i ` 1 z 1 SQ. FT.
1 ( N 89°56' 15" E I I I N 89°56' 15" E z N 89°56' 15" E I H I N 89056' 15" E N 89°56' 15" E I
'f� I I 145.00' 130.00' 130,00 I F I N 89°56'15" E m REMAINDER OF ,AI
Q i i I v 1 ( I 1 I 11 130.00' 130,00' 1 1 130.00' 6. HWYCR4 LAND LA
rr MIN 1 g 1 S 1 1 5 S 12 1 1 S I S I I 5 I t o I I DOC. NO. 2079-131818
1 1 g 8,700 I I Q I 1 7,800 0 7,&00 l 0 01 , 8 12 1 S 27 $
0 o I D.R.D. C.T.
E
3 w z SQ. FT SQ. FT. SQ. FT I o I ,900 0 7,800 1 0 '
L a i I I I I 1 SQ. FT. SQ. FT. I I 5q S
A 225 _ _ Lo�- - - N 8905615" E - - _ N 89056'15" E N 89°56'1S' E I _ I N 89°56'15" E N 89°56'15" E I I I o GRAPHIC SCALE
_ _ N 89 56' 1 s' E _ A-225 _ _ _ APPROXIMATE LOCATION
I I I 145.00' I I 1 130.00' 130.00'
r A-214 \ $ 130.00 130.00'
I 1 1 I I I 1 1 I 1 130.00' A-214 OFABSTRACT LINE o so too 150
1 1 z : MIN FF = 722.40' 1 I I
All
I 1 1 s 3 S g l 6 1- I s 11 1 S 81 I 28 8
APPROXIMATE LOCATION R I 8,700 I 61 7,800 0 7,800 1 10$ � 1 1 7,800 o 7,800 0
ZONE "A" FLOODPLAIN PER I 1 SQ. FT. ° I SQ. FT. SQ. Fr. I O I S ° S i I . I � 1 I 7,800
DATEDFIRM 4APRIL 18 2011 I I N 89°561 E I I I I o I I I i Q Q I SQ. FT.
OWNER/DEVELOPER:
N 890561 5' E N 89 Sb' 15" E N 89056' 15" E N 89056' 15" E o
145.00' I 130.00' N 89 56' 15" E
130.00' 130.00' 1 SEE SHEET 2 FOR
MIN FF=722.30' I I I m 130.00' I I 1 v 130,00' •
FLOODPLAIN I m I I I
EASEMENT 1 i o 2 m o w w I
L SQ. NI bI I i� IN 578 v 000 b10j 010 Im 7 00 )9 8 10 m =1$ .Iw m 29 g LINE &CURVE
Hines
\ t ^ I Q SQ. FT. I I$ 7,809 0 0 0 _ 7,800
^I I I .Oi I -1 I sQ. Fr. SQ. Fr. NI _I f Ib N S , Fr. 2 It 0o W
TABLES 2200 OSS AVENW, SIUTE 42
N 45° 18'23" W\ N 89°56' 15" E I N 89°56' 15" E m N 89°56' 1 S" E I I I o I DALI AS, ?�[ 75201
N 89 56'15" E N 89°56'15" E I I I N 89056'15" E = 972-716-0152
145.00' 1 130.00' I Moo'
I I 130.00' 130.00' I 1 1 1 130.00'L
'
I \ MIN FF = 722.20'
1 NOl°49'21"E '11 I 8 I I� �I 1 11- PI
54.72' 4 9,398 .n v� I 9 11 m uy 11 8 9 1 o. I 30 ^
8,454 8,477 'n
PREPARED BY:
S Fr. I d Q 10 vi 8 v�Oi v I 4 11 N Q I I I sQ. Fr. sQ. Fr. 11 I I I s. Fr sQ i I 11 s. Fr. 10' UE & BL L L- - - - - 10'UE&BL ®®AJjA] jAT10'UE --- I _ r 11�J141.24'8' - - - - - - - - - - - - J J L L_ - - 10' UE & BL I L=14.34' Z135.00' ! 120.00' - - - - - - - - - - - - -1 J L_ - IQUUE & BL120.00'152.08' - �6 �,h !�120.00' 120.00' � l105.66' - - -
322.12'i N N
C141 ARSHALL =
_ _o - _ _ _ 310.00 - _ _ . 310.00• 1 �, I� CIVIL ENGINEERS - PLANNERS - SURVEYORS
N N WATER CANNA DRIVE N 89°59'01" W 1482.70' - - - -2 - - - °_ __
�.0
L-142.82' t i'B
wo 2405 Mustang Drive, Grspevtrro, Texas 76051
N o (817) 329 - 4373
N89°59'O1"VV 50_00'- 50_00': 50_00'- 50_00'- 50.00' S0_00'- 50_00'- 50_00'- 50.00' 50.00' 50.00' 50.00' S0.00' S0.00' S0.00' 50.00' S0.00' S0.00' S0.00' 38.95' L=57.03'�► TxEngFim¥F2994-TxSurvFlrm¥10021700
93.79' �orTE- --- -- _ _
_ _ _ _
- - - - - -
�O I 20' BL 10' UE L=12.60 d a�A
20 BL -- O
/ z U. II P P O I P O O W W W W W W W W
2 S 3 'n 8 h In o 0 o u
a j a 1 �'+ 600o S N 6,000 g N 6,000 0� 6,0400 8 8 6Ml0 S 8 6 0$ 7 8 8 0 8 9 0 S 10 8 11 8 12 $ j3 8 j¢ 8 15 S 16 S j7 8 IS 8 19 8 20 S
p N o N , N 6,000 Q N 6,000 $ N 6,000 6,000 o d o �0? N , N , N 6,000 N 4000 N 6,000 S 6,095 v o
o: Q• Q Q Q Q Q N g N 6,000 g N 6,000 N 6,000 . N 6,000 p $ o d o
b - ob k' b $ 6,000 6,000 S 6,000 0 0 o in 21 u' O = I to SQ. FT, o S FT.: o S FT. S FT. o S FT. o S FT. o SQ. FT. oo SQ. FT. o - SQ. FT. SQ. FT. o - SQ. FT, o - SQ. FT. o - SQ. FT. S FT, o - S FT. o SQ. FT. o C' SQ. FT. o SQ. FT. o ^ SQ. oo o N S •. a N 6,4i4 p I o z z z 1 z z
I ¢.xk 1 O MMFF= z z z z z z z z Q• z Q• z z z z z Q' z SQ.FT.
I I < i o 1 O 725.85' I----5' UE
I i W z Y 1 C BLOCK JOt i
BLOCK roc
Z FINAL PLAT
$ I OF
�� Z L
1 w 1 50.00' S0.00' 50.00' 50.00' S0.00' S0.00' S0.00' S0.00' S0.00' S0.00' S0.00' 50.00' 50.00' S0.00' S0.00' S0.00' 50.00' 50.00' S0.00' 50.00' S0.00'
g ° °o \\ N 89°59'or' w 950.00' LOTS 1-27, BLOCK XX; LOTS 1-30, 31X, BLOCK AAA;
J w ' `� v ° LOTS 1-16, BLOCK BBBB; & LOT 1-16, BLOCK CCCC REF
I 1 = a 18.68' I I 1 1 1 1 1 1 1 1 1 R v �' i 1 N89 54 06 W
1 CC SU 50 00' RADITION
FLOODPLAIN EASEMENT PER 1 TRADITION CENTRAL PHASE IC DINAJ I I NS7°34'04"W
rill
DOC. NO. 2021-87 ; Doc. N0.202)-233 �tjpE C $ lv� 22550.00 Q BEING
P.R.D.C.T. a P.R.D.C.T.LOT65X,BLOCKXX ; ' GUI STD 24.281 ACRES
I WINDING MEADOWS DRIVE j ' \ I I I I I 1 I I I
SITUATED IN THE
1 DOC, N0.2027 B7 I I I P.R.D.CT GUADALUPE CARDINAS SURVEY, ABSTRACT No. 214
I I I I I I I I I I I I I I
I 1 / _ DAMES J. C - _ - L 1 - I HESHIER SURVEY, ABSTRACT No. 225
�f ------�-- -1 -I_ L _
_ ; - DENTON COUNTY, TEXAS
89 RESIDENTIAL LOTS,1 NON-RESIDENTIAL LOTS
Date: May 2022
CENTRAL PHASE 2A
FP CASE No. FP-21-078
ERENCE CASE No. PP-19-008
Filed for Record
in the Official Records Of:
Denton County
On: 6/7/2022 12:50:11 PM
In the PLAT Records
FINAL PLAT OF TRADITION
Doc Number: 2022-214
Number of Pages: 2
Amount: 100.00
Order#:20220607000442
By: EL
SHEET I of 2
OWNER'S STATEMENT
STATE OF TEXAS §
COUNTY OF DENTON §
All that certain lot, tract, or parcel of land, situated in a portion of the Guadalupe Cardinas Survey,
Abstract No. 214 and the James J. Cheshier Survey, Abstract No. 225, Denton County, Texas, being
part of that certain called 26.323 acre tract described in a deed to HT HWY 114 Land L.P. recorded in
Document No. 2019-131818 of the Deed Records of Denton County, Texas (DRDCT) and being part of
a called 396.67 net acre tract described in a deed to HT HWY Development L.P. recorded in
Document No. 2019-131148 (DRDCT), and being more cdmpletely described as follows, to -wit:
BEGINNING at a P.K. nail found with washer stamped "GOODWIN & MARSHALL" for the Northwest
comer of said 26.323 acre tract, the Northeast comer of Winding Meadows Drive (130' right-of-way)
recorded in Document No. 2021-87 of the Plat Records of Denton County, Texas (PRDCT), and being in
the approximate center line of Sam Reynolds Road from which a P.K. nail found with washer stamped
"GOODWIN & MARSHALL" in said approximate center line and being the Northwest comer of said
Winding Meadows Road bears North 89 deg. 59 min. Ol sec. West - 170.00 feet;
THENCE South 89 deg. 59 min. 01 sec. East along the North fine of said 26.323 acre tract and the
approximate centerline of said Sam Reynolds Road, a distance of 782.25 feet to a P.K. nail found;
THENCE North 89 deg. 56 min. 15 sec. East along said North line and approximate centerline, a
distance of 313.81 feet to a P.K. nail set with washer stamped "GOODWIN & MARSHALL";
THENCE South 00 deg. 03 min. 45 sec. East departing said North line and approximate centerline, a
distance of 746.59 feet to a 1 /2" capped iron rod set stamped "GOODWIN & MARSHALL" hereinafter
referred to as 1 /7' capped iron rod set, for a Point of Curvature of a non -tangent circular curve to the
right, having a radius of 1,025.00 feet, a central angle of 05 deg. 25 min. 30 sec., and being subtended
by a chord which bears South 86 deg. 28 min. 10 sec. East - 97.01 feet;
THENCE in an easterly direction along said curve to the right, a distance of 97.05 feet to a 1 /2" capped
Von rod set;
THENCE North 52 deg. 21 min. 40 sec. East non -tangent to said curve, a distance of 14.35 feet to a 1 /2"
capped iron rod set;
THENCE South 81 deg. 48 min. Ol sec. East, a distance of 50.00 feet to a 1 /2" capped iron rod set;
THENCE South 35 deg. 57 min. 42 sec. East, a distance of 14.35 feet to a 1 /2" capped iron rod set for a
Point of Curvature of a non -tangent circular curve to the right, having a radius of 1,025.00 feet, a
central angle of 07 deg. 11 min. 52 sec., and being subtended by a chord which bears South 76 deg.
14 min. 42 sec. East - 128.68 feet;
THENCE in an easterly direction along said curve to the right, a distance of 128.77 feet to a 1 /2"
capped iron rod set;
THENCE South 72 deg. 38 min. 46 sec. East tangent to said curve, a distance of 97.36 feet to a 1 /7'
capped iron rod found stamped "GOODWIN & MARSHALL" here in after referred to as 1 /2" capped
iron rod found, being in the West right-of-way line of Manzanillo Drive (50' right-of-way width) recorded
in Document No. 2021-125 (PRDCT);
THENCE South 17 deg. 21 min. 14 sec. West along said West right-of-way line, a distance of 50.00 feet
to a 1 /2" capped iron rod found;
THENCE South 27 deg. 38 min. 46 sec. East along said West right -of way line, a distance of 14.14 feet to
a 1 /7' capped iron rod found;
THENCE South 17 deg. 21 min. 14 sec. West along said West right-of-way line, a distance of 110.00 feet
to a 1 /2" capped iron rod found for an ell comer of Tradition Central Phase 1 C recorded in Document
No. 2021-233 (PRDCT);
THENCE in a westerly direction along the North line of said Tradition Central Phase I C the following
eight (8) courses;
North 72 deg. 38 min. 46 sec. West, a distance of 105.00 feet to a 1 /7' capped iron rod found;
North 74 deg. 10 min. Ol sec. West, a distance of 50.00 feet to a 1/7' capped iron rod found;
North 77 deg. 30 min. 52 sec. West, a distance of 50.00 feet to a 1 /7' capped iron rod found;
North 80 deg. 51 min. 56 sec. West, a distance of 50.00 feet to a 1 /7' capped iron rod found;
North 84 deg. 13 min. 00 sec. West, a distance of 50.00 feet to a 1/7' capped iron rod found;
North 87 deg. 34 min. 04 sec. West, a distance of 50.00 feet to a 1/7' capped iron rod found;
North 89 deg. 54 min. 06 sec. West, a distance of 50.00 feet to a 1 /7' capped iron rod found;
North 89 deg. 59 min. 01 sec. West, a distance of 950.00 feet to a 1 /7' capped iron rod found for
an ell comer of said Winding Meadows Drive;
THENCE North 00 deg. 00 min. 59 sec. East along the East right-of-way fine of said Winding Meadows
Drive, a distance of 120.00 feet to a 1/7' capped iron rod found for an ell comer of said Winding
Meadows Drive;
THENCE North 89 deg. 59 min. Ol sec. West along said East One right-of-way fine, a distance of 93.79
feet to a 1 /7' capped iron rod found for an ell comer of said Winding Meadows Drive;
THENCE North 00 deg. 00 min. 59 sec. East along the East right-of-way line and the West line of said
26.323 acre tract, a distance of 796.06 feet to the POINT OF BEGINNING, containing 1,057,695 square
feet or 24.281 acres of land, more or less.
OWNER'S STATEMENT CONT...
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT HT HWY 114 DEVELOPMENT LP, acting by and through the undersigned, their duly authorized
agent, does hereby adopt this final plat of LOTS 1-27, BLOCK XX; LOTS 1-30, 31 X BLOCK AAA; LOTS 1-16,
BLOCK BBBB; AND LOTS 1-16. BLOCK CCCC of TRADITION, and does hereby dedicate to the public use
forever the streets and easements shown hereon.
Witness our hand, this the 7-tO day of M 20 Z?�
HT HWY 114 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 limited partnership, its sole member
By: Hines Hwy l l4 LLC
a Delaware limited liability company, its general partner
By: Hines Hwy 114 Associates LP,
a Texas limited partnership, its sole member
By: Hines Investment Marna Holdings Limited Partnership,
a Texas limited pprtitsAeneL4 partner
Name: Robert W. Witte
Title: Senior Managing Director
STATE OF TEXAS §
§
COUNTY OF PMd41•E §
This instrument was acknowledged before me on 82±:q 207-7.by Robert W. Witte, 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 limited
partnership, in 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 Development LLC, a Delaware limited liability company, in its capacity as
general partner of HT HWY 114 Development LP., a Texas limited partnership, on behalf of said entities.
o�atA.L. gar LORRIE KURRUS
NotaryPublic, State of Texas Notary Public
at_ STATE OF TEXAS
.a,a�T ID#12694975.7
My commission expires: 7 3 Z cam. E*a July 3, 2C25
SURVEYOR'S CERTIFICATE
This is to certify that I, John N. Rogers, a Registered Professional Land Surveyor of the State of Texas,
have platted the above subdivision from an actual on the ground survey, and that all lot comers,
angle points and points of the curve shall be properly marked on the ground and that this plat
correctly re resents that survey made by me or under my direction and supervision.
John N. RogZZ
Registered Professional Land Surveyor No. 6372 OF r
Surveyed on the ground September 2018 qP• '�s ri • 9
Goodwin & Marshall, Inc. h ��o ? tP
2405 Mustang Drive • • • • • • • • •
Grapevine, Texas 76051 JOHN N. ROGERS
(817) 329-4373 °p 6372 Pv /
4 °FFss1o?o+
'bsuRv�
CURVE TABLE
CURVE #
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
Cl
1025.00
97.05
50253Y
S86028'10"E
97.01
C2
1025.00
128.77
701 V52"
S76014'47'E
128.68
C3
1000.00
302.60
1702915"
S81018'53"E
301.44
LINE TABLE
LINE #
BEARING
DISTANCE
Ll
N52021'40"E
14.35
L2
S81 °48'01 "E
50.00
L3
S35057'47'E
14.35
L4
S27038'46"E
14.14
L5
S0801I'59"W
34.70
L6
N44-5615"E
28.28
L7
SOO-03-45"E
10.00
LINE TABLE
LINE #
BEARING
DISTANCE
L8
N44058'37'E
14.13
L9
N45003'45"W
14.14
L10
S45001'23E
14.15
Lll
S44058'37'W
14.13
L12
S45°03'45"E
14.14
L13
N44°5615-E
14.14
L14
N45-01-23-W
14.15
LINE TABLE
LINE #
BEARING"
DISTANCE
L15
S44058'37'W
14.13
L16
S45003'45"E
14.14
L17
N44056'15"E
14.14
L18
N45001'2&W
14.15
L19
S10°52'01"W
35.13
L20
S52024'30"W
37.43
FORTWORTHe
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: (i i Lazy 1
Ll'E
Chairman
BY: J
LAND USE TABLE
Development Yield
Gross Site Area
24.281 Acres
Total Number Lots
90
Residential Lots Area
15.692 Acres
Number Residential Lots
89
Number Single Family Detached
89
Number Dwelling Units
89
Non -Residential Lots Area
2.794 Acres
Number Non -Residential Lots
1
Private Open Space Lots Area
2.794 Acres
Number Open Space Lots
1
Right -of -Way Area
5.796 Acres
No Public Parks Proposed
Nflrm.Q
WATER/WASTEWATER 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 II 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
A 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 some.
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
structure(s) 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 shall include, but not be limited
to: private streets, emergency access easements, and gated security entrances; recreation areas, landscape areas
and open spaces, water 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
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
OVER
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.
BUILDING CONSTRUCTION DISTANCE LIMITATION TO AN OIL OR GAS WELL BORE
Pursuant to the Fort Worth City Code, no buildings) not necessary to the operation of an oil or gas well shall be
constructed within the setbacks required by the current Gas Well Ordinance and adopted Fire Code from an existing or
permitted oil or gas well bore. The distance shall be measured in a straight line from the well bore to the closest exterior
point of such building(s), without regards to intervening structures.
Lots and non -essential buildings within this subdivision may be adversely impacted by operations associated with
drilling, production, maintenance, re -working, testing, or fracture stimulation of a well.
1. 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 comers are set with 1 /7iron rods with yellow plastic caps stamped
"GOODWIN & MARSHALL", unless otherwise noted.
3. According to the Flood Insurance Rate Map ( FIRM) panel 48121 C0490G, effective
April 18, 2011. This subdivision is located in Flood Insurance Zone "X" (non -shaded ),
being defined as areas of 0.2% annual chance flood, area of 1 % annual chance
flood with average depths pf less than 1 foot or with drainage areas less than I
square miles, and areas protected by levees from 1 % annual chance flood and
Flood Zone "A", being defined as areas with no Base Flood Elevations determined.
4. Compliance with Ordinance #18615-05-2009 regarding Urban Forestry is required.
5. Parkway improvements such as curb & gutter, pavement tie-in, drive approaches,
sidewalks, and drainage inlets may be required at time of building permit issuance
via a parkway permit.
6. Lot 31 X, Block AAA is private HOA/Developer owned and maintained open space
lot.
OWNERIDEVELOPER:
Hines
2200 ROSS AVENUE, SUITE 4200 W
DALLAS, T7L 75201
972-716-0152
SJ 1493A G019 S119 W59
SITE
FAA
STATE HIGHWAY 114
VICINITY MAP
N.T.S.
LEGEND
DENOTES 1/2" CAPPED IRON
O
ROD FOUND STAMPED
"GOODWIN & MARSHALL"
UNLESS OTHERWISE NOTED
SQ. FT.
SQUARE FEET
UE
UTILITY EASEMENT
BL
BUILDING LINE
R/W
RIGHT-OF-WAY
INST. NO.
INSTRUMENT NUMBER
VOL.
VOLUME
PG.
PAGE
DEED RECORDS, DENTON,
D.R.D.C.T.
COUNTY, TEXAS
P.R.D.C.T.
PLAT RECORDS, DENTON
COUNTY, TEXAS
I.R.F.
IRON ROD FOUND
I.P.F.
IRON PIPE FOUND
C.I.R.F.
CAPPED IRON ROD FOUND
CAPPED IRON ROD SET
C.LR.S.
(GOODWIN & MARSHALL)
BOUNDARY LINE
- -
ADJONER LINE
- - - - - - -
EASEMENT LINE
- T -
BUILDING LINE
•........................•••••• •
FLOODPLAIN LINE
----------------
ULTIMATE FLOODPLAIN
464324 - A0214A G CARDENAS, TR 2A, 43.5632AC/PART
770876 - A0214A G CARDENAS, TR 2A(3), 4.373AC/ALL
770878 - A0225A J CHESIER, TR 9A, 20.168AC/PART
PREPARED BY: ��7�j��
GOODY I a
1�ARSHALL
CIVIL ENGINEERS - PLANNERS •-• SURVEYORS
24M Mustang Drive, Grapevine, Texas 7W51
(817) 329 - 4373
TxEng Flan # F-29" -- TxSum Firm # 10=1 no
FINAL PLAT
OF
LOTS 1-27, BLOCK XX; LOTS 1-30, 31X, BLOCK AAA;
LOTS 1-16, BLOCK BBBB; & LOT 1-16, BLOCK CCCC
TRADITION
BEING
24.281 ACRES
SITUATED IN THE
GUADALUPE CARDINAS SURVEY, ABSTRACT No. 214
JAMES J. CHESHIER SURVEY, ABSTRACT No. 225
CENTRAL PHASE 2A DENTON COUNTY, TEXAS
FP CASE No. FP-21-078 89 RESIDENTIAL LOTS, 1NON-RESIDENTIAL LOTS
REFERENCE CASE No. PP-19-008 Date: May 2022 SHEET 2 a
Filed for Record
in the Official Records Of:
Denton County
On: 6/7/2022 12:50:11 PM
In the PLAT Records
FINAL PLAT OF TRADITION
Doc Number: 2022-214
Number of Pages: 2
Amount: 100.00
- Order#:20220607000442
By: EL