HomeMy WebLinkAbout(0103) FP18-004-RCR-TSU Brewer Blvd. Recorded Final Plat.pdfMATCH SHEET 2 i INST. pia A 16A612Ez,T MATCH SHEET 2
POINT OF - — -
- — — — — R — — — — — — — ---� COMNNCING CALLED 220.826 ACRES, TRACT 1 N ' .c
.IEPOINT OF
PARCEL 1 WUSF 4 ROCK CREEK, LP BEGINNING \
INST. NO. D214146610 �" �45 DRAINAGE EASEMENT
c ir, o� TNST. IVD. D21P1e12a%,
I � 1< NAIL FCiLiNC
PARCEL 1 D.R.T.C.T. 5/8° 1.R.�.
N/WASHEIR D.R. T.C. T. ,
LOT 1, BLOCK 1 � _ ''BURY' — — — — — — — — — — — — CALLED 13.7031 ACRES -- — 1i2' c.I.R,s L91 1;2' c.I�Rs S 89°52'S6" E 1435.76'
-- -- -- S89°52'56"E3313.22' —_ -- --
TXU ROCKY CREEK TEXAS ELECTRIC SER ICE COMPANY 1a0 R_.GF€T-F-WAY, EASEMORAINENT
GE,
SL/BSTATIDN ADDITION ANST.UTILITY 2 EA2525S2,
CAB. A, SL. 6910 _ _ _...._. _ _ _ _ _ .,.,_ — _ _ — — — VOL. 3569, PG. 41 D.R. T.C.T. — — — — L11 — — D.R.T.C.T.
P.R. T.C. T. S 89 °53'01" E 3283.10' / _ 1/2 C I R.S. S 899 °533'01" E 1305.07'
-- -
POINT OF - ti o 5/8' C.I.R.F.
POINT OF BEGNNING to I 2C' RIGHT -OF WAY & EASEMENT IL�EGIF3LE"
I COMNMNCING INST, NO. 0205348080.
PARCEL 2 PARCEL / D.R.T.C.T
� PI< NAIL FOUND QQ� 1/2" E.I.R.5.
CIURY" 1i /
2D' DRAINAGE. EASEMENT- v
pA INST. NO D218151209,
�('� E.R.T.C.T. S pQf
11 V �50' DRAINAGE EASEMENT /
��f(� I J^ JAS INST. N0, .C.T,fi1208,
_ J1 D,R,T.c.r. /
� \ 20' CJRAlNAGE EASEMENT
INST 1,10. ❑218161210,
D.R.r.C.T. 1DUTILITY EASEMENT /
INST. NO. D2182314%
I / D.R.T.C.T. /
WATER EASEMENT /
INST. N0. D217208497,
C.I.RS. � �
D H.r.c.T.
' // / \\ 5C' FRAT.NCA E EAS MELT
21
0 0 19 ® 20' DRAINAGE EASEMENT / ' D.R.T,C.T. /
F}+ �.e INST. NC. D21816121f3, �j 9/2" f .LR.S.•
�lj�r�IT �° D.R.T.C.T.
1. �� RA
I CALLED 701.937 ACRES, TRACT 2A FASEMENT
� 20 D P41NAGE
®
INST. NO. D218161219, WUSF 4 ROCK CREEK, LP '
I ❑ J.C.T. �
INST. NO. D214146610 '
® D.R. T.C. T. APPROXIMATE LOCATION OFZONE "A"IN PER
/ •;
FIRM A8A39CO4010KA DATED - • - -
SEPTEMBER 25, 2009 ,•_•
}. 1 FP-18-036-FP '"`"'
DRAINAGE EASEMENT
CALLED 160 ACRES, TRACT ONE, PARCEL A 111ST. 11D, T2111104604.
i .0 .T /
WESLEY A. DAVIS 9 KHRIS DAVIS O GRADY
INST. NO. D212254877, ..............
-
D.R. T.C. T. 1/z 0 j c r..R.�
� .
/ ............
- • _» 5' URAINAGF_ EASFMENI �/ • CV/
•... »... - INST N0. D218104257,
• APPROXIMATE LOCATION OF
-- ZONE "A" FLOODPLAIN PER
•I FIRM 48439C0410K, DATED 1/2" c
I SEPTEMBER 25, 2009 ' \
FP-18-036-FP
�.......... `. .�/ • ` —J'. - - SE'NER EASEMENT /
INST. NO. G213103915,
60' DRAAINAGE. EASEMENT-- D.R. T C.T. /
INST. NO D216161229, I
............ I76' C�RAINAG� EASEMENT /
D.R.T.C.T I
I
D
................ .. �1VST . R , C] G181 4�- 2�// 100 ' ORA INAGE EASEMENT®C
�l / 0 B �� _ INST. N0. D218104255,
-- ,1__ 19, - .«. -. C'Za� /// NACER EASEMENT D.R.T.C.T.
15 INST. NO. D�217208497,
_-;_ — — — _. ,_ ..:• I .I� N r E 397.94 ' _ �_ .R -T .T . /
C.
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SEWER EASE
MIENT ��� BREW94
ER o E��RD ,� l�Q
INST NO. D218102915, C �_ ,ter � ��'� � 1; 2" C.I FlS. i0' UTILITY EASEMENT AV
D.R.T.C.T- I . INST. NO. D218231498 � O. /
CAS EASEMENT �- 9 J�
�6� � --1I�' cz.Rs. 397.94 D.R.T.c.T. INST. NO. D218236112 AO
��C — I r' �1 CT /
�� D.R.T_c T. OS. IAA
i
L� � EASEMENT S RIGHT_ CF-NAY �`
1' 90 1� /� r I VOL. 1840, PG. 130, jLI A" A J
1 �I r / / ]3C' DRAINAGE EASEMENT ' lD R.T.C.T.
10/
(l�l� , � � 20' DRAINAGE EASEMENT INST. NO. D218161224, /
v' r s/ L `\ INST. NO. D21.8161225, C.R.T.C.T. 1
1� f��` U j S. / D.R.T.C.T, '
I1 , �� i' .�2 �e' '-20' DRAINAGE EASEMENT CALLED 753.473 ACRES, TRACT 26
ON
[NET. NO. ❑218161230, ADS L3 �� 1���''/ ��2 I�.R.r.c.T. i � / / J WUSF 5 ROCK CREEK EAST, LP
/� CALLED 701.937 ACRES, TRACT 2A /
INST. NO. 0216007268
\ e D.R. T.C.T.
WUSF 4 ROCK CREEK, LP
INST. NO. D214146610
cr D.R. T.C. T.
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1/2" C.I.RS. \.'k6- , �10 UTILITY EASEMENT /
L23 � INST. NO. D218231500
D.R.T.C.T. / 0 200 400 600
ti
1/2, C,I.R.G.
SEE SHEET 2 FOR
LINE AND CURVE TABLE
ACCESS EASEMEN'
INST. n10. D218e54327, ��{•, ��.
D.R.T.C.T.
c�As J h See 41
w 0,
VICINITY MAP-
N. T. S.
LEGEND
AC.
ACHES
SO, FT.
SQUARE FEET
R/W
RIGHT-OF-WAY
INST. NO.
INSTRUMENT NUMBER
CAB.
CABINET
SL.
SLIDE
VOL.
VOLUME
PG.
PAGE
D.R.T.C.T.
DEED RECORDS, TARRANT COUNTY, TEXAS
P .R .T .0 .T .
PLAT RECORDS, TARRANT COUNTY, TEXAS
I.R.F.
IRON ROD FOUND
C.I.R.F.
CAPPED IRON ROD FOUND
C.I.R.S.
CAPPED IRON ROD SET
(GOODWIN & MARSHALL)
0
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a
0
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LLI
40' DRAINAGE EASEMENT � I FINAL PLAT �
INST. NO. D2181612121, \\\ / Ld
D.R.T.C.T. ' Si / / OF m
�9� 9 ROCK CREED RANCHfrARLETON
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_--WATER EASEMENT
INST. NO. D217208497,
J%.. CALLED 80.000 ACRES, TRACT 1
e 9 r9 BOARD OF REGENTS OF THE TEXAS A&'M ,
UNIVERSITY SYSTEM
INST. NO. D216297140 /
D.R. T.C. T.
l
OWNER: O IE OIPIER:
' CITY OF FORT WORTH Ito TM
200 TEXAS STREET
FORT WORTH, TEXAS 76102 Wa n
5420 LBJ Freeway, Suite 790
Dallas, Texas 75240
(972 ) 713-0000
eXJEYD
.SL
CIVIL ENGINEERS PLANNERS - SURVEYORS
2405 Mustang Drive, Grapevine, Texas 76051
Metro (817) 329-4373
TBPE REGISTRATION # F-2944
TBPLS # 10021700
STATE RSITY BREWER BOULE'YARD
BEING Q
25.957 ACRES o
Y
S1T[JATSD Ilv TM ,
JUAN JOSE ALBIRADO SURVEY, ABSTRACT NO.04
JOHN H. BOSTICK SURVEY, ABSTRACT NO.195
CITY OF FORT NORTH, TARRANT COUNTY, TEXAS
NOi ENMER 2018
FINAL PLAT CASE No. FP-18-004 0
REFERENCE CASE No. PP-17-076 _QPw =C7 1 O= Q �
I�
l)r�lr i5-I9
i
OWNEWS STATEMENT;
STATE OF TEXAS
COUNTY OF TARRANT,
WHEREAS, WUSF 4 ROCK CREEK, LP., WM SUB CTR, LP, and the CITY OF FORT
WORTH cis owners, hereby plat a portion of their property as described in two parcels as
follows:
PARCEL I
All that certain lot, tract, or parcel of land, situated in a portion of the Juan Jose Albirodo Survey,
Abstract No. 4, City of Fort Worth, Tarrant County, Texas, being part of that certain called
220.826 acre tract described in a deed to WUSF 4 Rock Creek, LP recorded in Instrument No.
1)214146610 of the Deed Records of Tarrant County, Texas (DRTCT 1, part of that certain called
0.423 acre tract described in a deed to the City of Fort Worth recorded in Instrument No.
D218164719 (DRTCT ), part of that certain called 118.716 acre tract described in a deed to WM
SUB CTR, LP recorded in Instrument No . D214198092 (DRTCT ) , part of that certain called
0.103 acre tract described in a deed to the City of Fort Worth recorded in Instrument No.
D216164722 (DRTCT ), and part of that certain called 0.423 acre tract described in a deed to the
City of Fort Worth recorded in Instrument No. D218104997 (DRTCT ), and being more
completely described as follows, to -wit:
COMMENCING at a P.K. nail found with washer stamped "BURY' for the Southwest corner of
said 220,826 acre tract and being the Northwest corner of a called 13.703 acre tract described in
a deed to Texas Electric Service Company recorded in Volume 3569, Page 410 (DRTCT ) ,
THENCE South 89 deg. 52 min. 56 sec. East along the South line of said 220.826 acre tract and
the North line of said 13.703 acre tract, a distance of 3313.22 feet to a I/2' capped iron rod set
stamped ' GOODWIN & MARSHALL' , hereinafter referred to as I/2' capped iron rod set, said
point being the TRUE POINT OF BEGINNING, and said point being a Point of Curvature of a
circular curve to the left, having ❑ radius of 1145.00 feet, a central angle of 35 deg. 53 min. 42
sec. , and being subtended by a chord which bears North 07 deg. 34 min. 08 sec. West - 705.65
feet,
THENCE in a northwesterly direction along said curve to the left, departing said North and
South lines, a distance of 717.33 feet to a I/2' capped iron rod set,
THENCE North 25 deg. 31 min. 00 sec. West tangent to said curve, a distance of 360.58 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the right, having a radius
of 1005.00 feet, a central angle of 24 deg. 28 min. 33 sec., and being subtended by a chord which
gears North 13 deg. 16 min. 43 sec. West - 426 .06 feet,
THENCE in a northwesterly direction along said curve to the right, a distance of 429.32 feet to a
1/2' capped iron rod set,
THENCE North 01 deg. 02 min. 27 sec. West tangent to said curve, a distance of 498.99 feet to a
1/2' capped iron rod set,
THENCE North 45 deg. 59 min. 20 sec. West, a distance of 14 .15 feet to a I/2' capped iron rod
set in the North line of said 220.826 acre tract and in the South line of said 118.716 acre tract,
THENCE North 01 deg. 02 min. 27 sec. West departing said North and South lines, being 65.00
feet West of and parallel with the East line of said 118.716 acre tract, a distance of 60.00 feet to a
1/2' capped iron rod set,
THENCE North 44 deg. 00 min. 40 sec. East, a distance of 14.13 feet to a 1/2" capped iron rod
set,
THENCE North 01 deg. 02 min. 27 sec. West, being 55.00 feet West of and parallel with the
East line of said 118.716 acre tract, a distance of 1357.75 feet to a I/2' capped iron rod set, said
point being a Point of Curvature of a circular curve to the right, having a radius of 995.00 feet, a
central angle of 35 deg. 10 min. 49 sec. , and being subtended by a chord which bears North 16
deg. 32 min. 58 sec. East - 601.39 feet,
THENCE in a northeasterly direction along said curve to the right, being 55.00 feet West of and
parallel with the East line of said 118.716 acre tract, a distance of 610.94 feet to a I/2' capped
iron rod set,
THENCE North 34 deg. 08 min. 10 sec. East non -tangent to said curve, being 55.00 feet West of
and parallel with the East line of said 118.716 acre tract, a distance of 477.12 feet to a I/2'
capped iron rod set,
THENCE North 38 deg. 27 min. 22 sec. East along the Northwest line of said 0,423 acre tract
described in said Instrument No. D218164719, a distance of 336.72 feet to a I/2' capped iron
rod found stamped ' DUNAWAY' for the most southerly Southwest corner of a called 0.204
acre tract described in a ROW Dedication Deed recorded in Instrument No. D216048767
(DRTCT ), and the Northwest corner of said 0.423 acre tract described in said Instrument No.
D218164719,
THENCE South 51 deg. 32 min. 38 sec. East along the Southwest line of said 0.204 acre tract
described in said Instrument No. D216048767, and the Northeast line of said 0.423 acre tract
described in said Instrument No. D218i64719, at 55.00 feet pass a 1/2' capped iron rod found
stamped ' GOODWIN 8 MARSHALL" for the Southeast corner of said 0.204 acre tract
described in said Instrument No. D216048767, the Southwest corner of a called 0.204 acre tract
described in a ROW Dedication Deed recorded in Instrument No. D215272369 (DRTCT ),
continue a total distance of 110.00 feet to a I/2' capped iron rod found stamped ' GOODWIN 8
MARSHALL" for the Northeast corner of said 0.423 acre tract described in said Instrument No.
D218104997 ,
THENCE South 36 deg . 27 min. 22 sec. West along the East line of said 0.423 acre tract
described in said Instrument No. D216104997, a distance of 334.64 feet to a I/2' capped iron rod
found stamped ' GOODWIN 8 MARSHALL' for the Southeast corner of said 0.423 acre tract
described in said Instrument No. D218104497 ,
THENCE North 51 deg. 32 min. 38 sec. West along the Southwest line of said 0.423 acre tract
described in said Instrument No. D218104497 , a distance of 55,00 feet to a 5/8' iron rod found
for the Southeast corner of sold 0.423 acre tract described in said Instrument No. D218164719,
the Northwest corner of a called 108.141 acre tract described in a deed to Gabriel Southwest,
LLC recorded in Instrument No. D217046244 (DRTCT ) , and being the most easterly Northeast
corner of said 118.716 acre tract,
THENCE South 34 deg. 08 min. 10 sec. West along the West line of said 108.14f acre tract and
the East line of said 118.716 acre tract, a distance of 475.05 feet to a 5/8' capped iron rod found
stamped "DUNAWAY' , said point being a Point of Curvature of a non -tangent circular curve to
the left, having a radius of 940,00 feet, a central angle of 35 deg. 10 min . 50 sec. , and being
subtended by a chord which bears South 16 deg. 32 min. 56 sec. West - 568.15 feet,
THENCE in a southwesterly along said curve to the left, the West line of said 108.141 acre tract,
and the East line of said 118.716 acre tract, a distance of 577.18 feet to a 5/8capped iron rod
found stamped " DUNAWAY' ,
THENCE South 01 deg. 02 min. 27 sec. East tangent to said curve and continue along sold East
and West lines a distance of 1357.85 feet to a I/2 capped iron rod set for the Northwest corner
of said 0.103 acre tract,
THENCE North 89 deg. 03 min. 46 sec. East departing said East and West lines and along the
North line of said 0.103 acre tract, a distance of 55.00 feet to a 1/2' capped iron rod set,
THENCE South 45 deg. 59 min. 20 sec. East along said North line, a distance of 14.15 feet to a
1/2' capped iron rod set,
THENCE South 01 deg. 02 min. 27 sec. East along the West line of said 0.103 acre tract, a
distance of 60.00 feet to a 1/2' capped iron rod set in the South line of said 108.141 acre tract,
the North line of said 220.826 acre tract, and being the Southeast corner of said 0.103 acre tract,
THENCE South 44 deg. 00 min. 40 sec. West departing said North and South lines, a distance of
14.13 feet to a I/2' copped iron rod set,
THENCE South 01 deg. 02 min. 27 sec. East, a distance of 498.79 feet to a 1/2" capped iron rod
set for a Point of Curvature of a circular curve to the left, having a radius of 895.00 feet, a central
angle of 24 deg. 28 min. 33 sec. , and being subtended by a chord which bears South l3 deg. 16
min. 43 sec. East - 379.43 feet,
THENCE in a southeasterly direction along said curve to the Wt, a distance of 382.33 feet to a
I/2' capped iron rod set,
THENCE South 25 deg. 31 min. 00 sec. East tangent to said curve, a distance of 360.58 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the right, having a radius
of 1255.00 feet, a central angle of 34 deg. 59 min. 14 sec., and being subtended by a chord which
bears South 08 deg. 01 min. 23 sec. East - 754.50 feet,
THENCE in a southeasterly direction along said curve to the right, a distance of 766.36 feet to a
1/2" capped iron rod set in the South line of said 220.826 acre tract and the North line of said
13.703 acre tract, from which a 5/8' iron rod found in the South line of said 220.626 acre tract
bears South 89 deg. 52 min. 56 sec. East - 1435,76 feet,
THENCE North 89 deg. 52 min. 56 sec. West along said North and South lines, a distance of
111.63 feet to the POINT OF BEGINNING, containing 401, 388 square feet or 9.215 acres of
land, more or less,
PARCEL 2
All that certain lot, tract, or parcel of land, situated in a portion of the Juan Jose Albirado Survey,
Abstract No. 4, the John H . Bostick Survey, Abstract No. 195, City of Fort Worth, Tarrant
County, Texas, being part of that certain called 701.937 acre tract described in a deed to WUSF 4
Rock Creek, LP recorded in Instrument No. D214146610 of the Deed Records of Tarrant
County, Texas (DRTCT ), and being more completely described as follows, to-wit1
COMMENCING at a P.K. nail found with washer stamped 'BURY' for the most northerly
Northwest corner of said 701.937 acre tract and being the Southwest corner of a called 13.703
acre tract described in a deed to Texas Electric Service Company recorded in Volume 3569, Page
410 (DRTCT),
THENCE South 89 deg. 53 min. 01 sec. East along the North line of said 701.937 acre tract and
the South line of said 13.703 acre tract, a distance of 3283.10 feet to a I/2' capped iron rod set
stomped ' GOODWIN 8 MARSHALL' , hereinafter referred to as 1/2' capped iron rod set, said
point being the TRUE POINT OF BEGINNING,
OWNER'S STATEMENT CONT;
THENCE South 89 deg. 53 min. 01 sec. East along said North and South lines, a distance of
114.25 feet to a 1/2' capped iron rod set, from which a 5/8' capped iron rod found ' illegible" for
the Northeast corner of said 701.937 acre tract bears South 89 deg. 53 min. 01 sec. East -
1305.07 feet, said point being a Point of Curvature of a non -tangent circular curve to the right,
having a radius of 1255.00 feet, a central angle of 47 deg. 49 min. 13 sec. , and being subtended
by a chord which bears South 38 deg. 58 min. 40 sec. West - 1017 .31 feet,
THENCE in a southwesterly direction along sold curve to the right, departing said North and
South iines, a distance of 1047.45 feet to a 1/2' capped iron rod set,
THENCE South 62 deg. 53 min. 17 sec. West tangent to said curvet a distance of 804.03 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the left, having a radius of
945.00 feet, a central angle of 34 deg. 33 min. 54 sec. , and being subtended by a chord which
bears South 45 deg. 36 min, 19 sec. West - 561.49 feet ,
THENCE in a southwesterly direction along said curve to the left, a distance of 570.10 feet to a
1/2' capped iron rod set,
THENCE South 28 deg. 19 min. 22 sec. West tangent to said curve, a distance of 272.99 feet to ❑
1/2' capped iron rod set for a Point of Curvature of a circular curve to the right, having a radius
of 805.00 feet, a central angle of 57 deg. 19 min. 09 sec. , and being subtended by a chord which
bears South 56 deg, 58 min. 56 sec. West - 772.16 feet,
THENCE in a southwesterly direction along said curve to the right, a distance of 805.33 feet to a
1/2' capped iron rod set,
THENCE South 85 deg. 38 min. 31 sec. West tangent to said curve, a distance of 397.94 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the left, having a radius of
1445.00 feet , a central angle of 33 deg. 06 m in. 26 sec . , and be ing subtended by a chord wh ich
bears South 69 deg. 05 min. 18 sec. West -- 823.40 feet,
THENCE in a southwesterly direction along said curve to the left, a distance of 634.96 feet to a
1/2' capped iron rod set,
THENCE South 52 deg. 32 rnsn. 05 sec. West tangent to sold curve, a distance of 253.45 feet to a
1/2' capped iron rod set,
THENCE South 07 deg. 32 min. 05 sec. West, a distance of 114.61 feet to a I/2' capped iron rod
set for a Point of Curvature of a non tongent circular curve to the left, having a radius of 945.00
feet, a central angle of 7 deg. 53 min. 42 sec. , and being subtended by a chord which bears South
48 deg. 57 min. 40 sec. East - 130. 11 feet,
THENCE in a southeasterly direction along said curve to the left, a distance of 130.22 feet to a
1/2' capped iron rod set,
THENCE South 52 deg. 54 min. 31 sec. East tangent to said curve, a distance of 360,36 feet to a
1/2' capped iron rod set,
THENCE South 37 deg, 05 min. 29 sec. West, a distance of 110.00 feet to a 112" capped iron rod
set in the Northeast line of a called 80.000 acre tract described in a deed to Board of Regents of
the Texas A&M University System recorded in Instrument No. D216297140 (DRTCT ) ,
THENCE North 52 deg. 54 min. 31 sec. West along said Northeast line, a distance of 25,00 feet
to a 5/8' capped iron rod found stamped ' BURY" for the most northerly corner of said 80.000
acre tract,
THENCE South 82 deg. 05 min. 29 sec. West along the North line of said 80.000 acre tract, a
distance of 14 . 14 feet to a 5/8' capped iron rod found stomped " BURY" for the most northerly
Northwest corner of same,
THENCE South 37 deg. 05 min. 29 sec. West along the West line of said 80.000 acre tract, a
distance of i01.97 feet to a 5/6' capped iron rod found stamped "BURY" for a Point of
Curvature of a circular curve to the left, having a radius of 470.00 feet, a central angle of 21 deg.
43 min. 51 sec. , and being subtended by a chord which bears South 26 deg. 13 min, 34 sec. West
- 177.19 feet,
THENCE in a southwesterly direction along sold curve to the iefi and said West line, a distance
of 178 .26 feet to a 5/8' capped iron rod found stomped ' BURY" ,
THENCE South 15 deg. 21 min. 38 sec. West tangent to said curve and continue along said West
line, a distance of 133.43 feet to a 5/8' capped iron rod found stamped "BURY" for a Point of
Curvature of a circular curve to the right, having a radius of 530.00 feet, a central angle of 20
deg. 20 min. 20 sec. , and being subtended by a chord which bears South 25 deg, 31 min. 48 sec.
West - 187.15 feet,
THENCE in a southwesterly direction along said curve to the right and said West line, a distance
of 188.14 feet to a 5/8' capped iron rod found stamped "BURY' ,
THENCE South 35 deg. 41 min. 58 sec. West tangent to said curve and continue along said West
line, a distance of 186.92 feet to a 1/2' capped iron rod set,
THENCE North 54 deg. 18 min. 02 sec. West departing said West line, a distance of 80.00 feet
to a I/2' capped iron rod set,
THENCE North 35 deg. 41 min. 58 sec. East, being 80.00 feet West of and parallel with the
West line of said 80.000 acre tract, a distance of 166.92 feet to a 1/2' capped iron rod set for a
Point of Curvature of a circular curve to the left, having a radius of 450,00 feet, a central angle of
20 deg. 20 min. 20 sec. , and being subtended by a chord which bears North 25 deg. 31 min. 48
sec. East - i58.90 feet,
THENCE in a northeasterly direction along said curve to the left, being 80,00 feet West of and
parallel with the West line of said 80.000 acre tract, a distance of 159.74 feet to a 1/2' capped
iron rod set,
THENCE North 15 deg. 21 min. 38 sec. East tangent to said curve, being 80.00 feet West of and
parallel with the West line of said 60.000 acre tract, a distance of 133.43 feet to a 1/2' capped
iron rod set for a Point of Curvature of a circular curve to the right, having a radius of 550.00
feet, a central angle of 21 deg. 43 min. 51 sec., and being subtended by a chord which bears
North 26 deg. 13 min. 33 sec. East - 207.35 feet,
THENCE in a northeasterly direction along said curve to the right, being 60.00 feet West of and
parallel with the West line of said 80.000 acre tract, a distance of 208.60 feet to a 112' capped
iron rod set,
THENCE North 37 deg. 05 min. 29 sec. East tangent to sold curve, being 80.00 feet West of and
parallel with the West line of said 80.000 acre tract, a distance of 101.97 feet to a 1/2' capped
iron rod set,
THENCE North 07 deg. 54 min. 31 sec. West, a distance of 14.14 feet to a 1/2' capped iron rod
set,
THENCE North 52 deg. 54 min. 31 sec. West, a distance of 235.36 feet to a 1/2' copped iron rod
set for a Point of Curvature of a circular curve to the right, having a radius of 1055.00 feet, a
central angle of 8 deg. 00 min. 30 sec., and being subtended by a chord which bears North 48
deg. 54 min. 16 sec. West - 147.34 feet,
THENCE in a northwesterly direction along said curve to the right, a distance of 147.46 feet to a
1/2' capped iron rod set,
THENCE North 82 deg. 27 min. 55 sec. West non -tangent to said curve, a distance of 132.12
feet to a 1/2' capped iron rod set,
THENCE South 52 deg. 32 min. 05 sec. West, a distance of 10.00 feet to a I/2' capped iron rod
set,
THENCE North 37 deg. 27 min. 55 sec. West, a distance of 110.00 feet to a I/2" capped iron rod
set,
THENCE North 52 deg. 32 min. 05 sec. East, a distance of 10.00 feet to a 1/2' capped iron rod
set,
THENCE North 07 deg. 32 min. 05 sec. East, a distance of 140.79 feet to a I/2' capped iron rod
set,
THENCE North 52 deg. 32 min. 05 sec. East, a distance of 80.00 feet to a 1/2' capped iron rod
set,
THENCE South 82 deg. 27 min. 55 sec. East, a distance of 140.79 feet to a I/2" capped iron rod
set,
THENCE North 52 deg. 32 min. 05 sec. East, a distance of 258.12 feet to a 1/2' capped iron rod
set for a Point of Curvature of a circular curve to the right, having a radius of 1555.00 feet, a
central angle of 33 deg. 06 min. 26 sec., and being subtended by a chord which bears North 69
deg. 05 min. 18 sec. East - 886.08 feet,
THENCE in a northeasterly direction along sold curve to the right, a distance of 898.53 feet to a
112' capped iron rod set,
THENCE North 85 deg. 38 min. 31 sec. East tangent to said curve, a distance of 397.94 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the left, having a radius of
695.00 feet, a central angle of 57 deg. 19 min. 09 sec. , and being subtended by a chord which
bears North 56 deg. 58 min. 56 sec. East - 666.65 feet,
THENCE in a northeasterly direction along said curve to the left, a distance of 695.28 feet to a
112' capped iron rod set,
THENCE North 28 deg. 19 min. 22 sec. East tangent to said curve, a distance of 272.99 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the right, having a radius
of 1055.00 feet, a central angle of 34 deg. 33 min. 54 sec. , and being subtended by a chord which
bears North 45 deg. 36 min. 19 sec. East - 626 .85 feet,
THENCE in a northeasterly direction along said curve to the right, a distance of 636.46 feet to a
112' capped iron rod set,
OWNER'S STATEMMT CONT;
THENCE North 62 deg. 53 min. 17 sec. East tangent to said curve, a distance of 804.03 feet to a
1/2' capped iron rod set for a Point of Curvature of a circular curve to the left, having a radius of
1145.00 feet, a central angle of 46 deg. 20 min. 42 sec. , and being subtended by a chord which
bears North 39 deg. 42 min. 55 sec. East - 901.12 feet,
THENCE in a northeasterly direction along said curve to the left, a distance of 926.16 feet to the
POINT OF BEGINNING, containing 729, 273 square feet or 16.742 acres of land, more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS, WUSF 4 ROCK CREEK,
LP. , WM SUB CTR, LP, and THE CITY OF FORT WORTH, acting by and through the
undersigned, their duly authorized agent, does hereby adopt this final plat of ROCK CREEK
RANCH/TARLETON STATE UNIVERSITY BREWER BOULEVARD and does hereby
dedicate to the public forever the streets shown hereon.
Witness our hand, this the 1 ( day of �A_ _JU 4:!,4 2019.
Walton Texas, LP, a Texas limited partnership
By; Walton Texas GP, LLC, a Texas limited liability company
its General Partner
By; Walton International Group, Inc., a Nevada corporation
its Monpger
( J_,_v
By: V
John Vick , ice President
Witness our hand, this the l i day of '- A-u v tj , 2019.
WUSF 4 Rock Creek, LP, a Texas limited partnership
By WUSF 4 Rock Creek GP, LLC, a Delaware limited liability company
its General Partner
By Walton U.S. Land Fund 4, LP, a Delaware limited partnership
its Sole Member and Manager
By ; WUSF 4 GP, LLC a Delaware limited liability company
its General Partner
By Walton Land Management ( USA ] , Inc . , a Delaware corporat ion
its Manager
By:
( ) /_ -
John Vick, Vice President
Witness our hand, this the jl day of _1 A"%jN:M_, 2019.
WALTON DEVELOPMENT 8 MANAGEMENT TX, LLC, a Delaware limited liability
company, in its capacity as Developer on behalf of WM SUB CTR, LP, a Texas limited
partnership, the Owner qf the Project, pursuant to that certain Lot Development Agreement doted
September �--I 8y
John Vick, President
�dt
Witness our hand, this the day of 2019.
The City of Fort Worth, Texas
By
Jesus J. Chapa, AssistantVity ranager
APPROVED AS TO FORM AND LEGALITY
B
Y joy
sis an orney
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 John Vick, known to me to be the some person whose name is subscribed to
the foregoing instrument, and acknowledged to me that the same was the act of Walton
International Group, Inc . , the manager of Walton Texas GP, LLC, the general partner of Walton
Texas, LP, and that he executed the some as the act of said WUSF 4 Rock Creek, LP the
purposes and consideration therein expressed and in the capacity therein stated.
Given under m hand and seal of office this the day of 2019.
�4 Y � Y
Notary I)blic, State of Texas 1 -
11 uu+rr
M commission expires �y ,��R?use` MAGDALENAM.NiCCAULEY
Y P ao. Notary Public, State of Texas
COUNTY STATE0F DAALAS ~%';°�;�}` Callotary F TEXS
ID 125218977mm, Expires 03
21
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day
personally appeared John Vick, known to me to be the some person whose name is subscribed to
the foregoing instrument, and acknowledged to me that the same was the act of Walton Land
Management ( USA ) , Inc. the manager of WUSF 4 GP. LLC, the general partner of Walton U.S.
Land Fund 4, LP, the sole member and manager of WUSF 4 Rock Creek GP, LLC, the general
partner of WUSF 4 Rock Creek, LP, and that he executed the some as the act of said WUSF 4
Rock Creek, LP the purposes and consideration therein expressed and in the capacity therein
stated,
Given under my hand and seal of office this the-IftNay of Ar 2019.
4-
Notory1jublic, State of Texas . v MAGDALENA M. MCCAI7LEY
.
,411117f
��S
o: � Notar Public, State of Texas
My commission expires �_; y 43-2421
.-,k Comm- Expires 03
STATE OF TEXAS �%�� Notary ID 125218977
rrrlfllti,,b
COUNTY OF DALLAS ; R
This instrument was acknowledged before me thisday of 2019 by
John Vick, President of WALTON DEVELOPMENT & MANAGEMENT TX, L C, a
Delaware limited liability company, in its capacity as Developer on behalf of WM SUS CTR,
LP, a Texas limited partnership, the Owner of the Project, pursuant to that certain Lot
Dei elopmeni Agreement dated Sept mber 8 , 2014.
NA wi
ofary Diblic, State of -R i Qn MAGDALENA M. MCGAULEY
T'esi+� ,,atiuur
a r Notary Public, State of Texas
My commission expires � t
Comm. Expires 43 03 2b2
STATE OF TEXAS ; '`�;'�oi t;:�` Notary ID 12521g977
COUNTY OF TARRANT:
Before me, the undersigned authority, a Notary Public in and for the State of Texas, on this day
personally appeared Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, known to
me to be the some person whose name is subscribed to the foregoing instrument, and
acknowledged to me that the same was the act of the City of Fort Worth, and that he/she
executed the same as the act of the City of Fort Worth for the purposes and consideration therein
expressed and in the capacity therein stated.
iven under my h F and seal of office this the day of` tell 2019.
Notary Public, State of Texas �,,�p
o,�,,ylY PU�4 yemica M. Lon Vf��
My commission expires � �r 7_ v" � * NoUgPubfioStateofTexas
N, r Notary ID #440598-6
CoMis M UP. DEC. 27, 2022
[XV,,21211;31
CRY OF FORT WORTH
200 TEXAS STREET
FORT WORTH, TEXAS 76102
FOPTWOI?TH
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
THIS PLAT VALID ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL.
BY,
IWINllt161* :�11�. .
Secretary
Development Yield
Gross Site Area ( Acreage) 25.957 Total Number Lots! 0
Total Non -Residential Lots, 0 Number/ 0 Acres
Private Open Space Lots i 0 Number/ 0 Acres
Right -of -Way 25.957 Acres
No Public Parks Proposed
NO
1CIVIL
ENGINEERS PLANNERS
yr SURVEYORS
2405 Mustang Drive, Grapevine, Texas 76051
Metro (817) 329-4373
TBPE REGISTRATION # F-2944
TBPLS # 10021700
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.
L PK :1 I' M�•:
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.
SIDHWALSS
Sidewalks are required adjacent to both sides of all public and private streets, in conformance
with current Sidewalk Policy per "City Development Design Standards" .
4l tM:.IIIX IZ% dtUJ �
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
same.
CONSTRUCTION PROHIBITED OVER EASEIVISIV'I'S
No permanent buildings or structures shall be constructed over any existing or platted water,
sanitary sewer, drainage, gas, electric, cob)e or other utility easement of any type.
TRANSPORTATION IlOACT FEES
The City of Fort Worth has an ordinance implementing the assessment and collection of
transportation impact fees. The total amount assessed is established on the approval date of this
plat application, based on Schedule I of the impact fee ordinance in effect as of the date of this
plat, The amount to be collected is determined under Schedule 2 of said ordinance, and is due on
the date a building permit is issued.
PRIVATE PRV'S REQUIRM
Private Pressure Reducing Valves will be required, water pressure exceeds 80 P.S.I.
191A 91111M'i�V:
Parkway improvements such as curb and gutter, pavement tie-in, drive approaches, sidewalks
and drainage inlets may be required at time of building permit issuance via a parkway permit.
IIll k1VIN 11111:111 Z, CAIZI'M:���cr�L��!
The City of Fort Worth shall not be responsible for maintenance of private streets, drives,
emergency access easements, public access easements, public pedestrian easements, recreation
areas, open spaces and drainage facilities, and said owners agree to indemnify and save harmless
the City of Fort Worth, Texas, from claims, damages and losses arising out of or from
performance of the obligations of said owners set forth in this paragraph.
I. Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202 ],
North American Datum of 1983 as derived from GPS observation. The combined scale factor for
this site is 0.999864494, This factor is to be applied to any ground coordinate or distance values
in order to reduce said values to State Plane grid. Elevations shown hereon were derived from
GPS observation and calibrated to City of Fort Worth Benchmark No. 87221 having a published
elevation of 771.735 feet (NAVD88 ) .
2. According to the Flood Insurance Rate Map (FIRM ) panel 48439CO410K, effective
September 25, 2009. This survey is located in Flood Insurance Zone 'A' no base flood
elevations determined and Zone "X" non -shaded, areas determined to be outside the 0.27 annual
chance floodplain -
3. All 1/2' iron rod set with yellow plastic cap stamped 'Goodwin 8 Marshall" unless otherwise
noted .
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
corners, angle points and points of the curve shall be properly marked on the ground and that this
plat correctly repnts that survey made by me or under my direction and supervision. res
IZA� I /
John N . Rog rs
Registered Professional Land Surveyor No. 6372 n,TLc
Surveyed on the ground 10/8/2014 ru,G�s
Goodwin 8 Marshall, Inc.
2405 Mustang Drive . """' " ERS S.
Grapevine, Texas 76051 .JOHN N. R......
metro (817 ) 329-4373 6372 y'
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FINAL PLATLU
OF
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ROCK CREEK. RANCH/TARLETON
'
STATE UNIVERSITY BREWER. BOULEVARD
Q
BEING
o
25.957 ACRES
Sr UA'IM IN TIf
JUAN JOSE ALBMAM SURVEY, ABSTRACT NO.04
JOHN H. BOSTICK SURVEY, ABSTRACT NO. 195
n
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
NOVEMBER 2018
a�
FINAL PLAT CASE No. FP-18-004
REFERENCE CASE No. PP-17-076
co
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SHEET 3 OF 3
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