1017.0 - Wal-Mart Supercenter, Lots 1-7, Block 1 & Lots 1-3, Block 2oo.= Bk
0ri010220 PL_
Vol PSI
28 27'2
0 P i-
LEGEND
f T'r PRIVATE ACCESS
EASEMENT (TYP)
T.E.S.C.O.
EASEMENT
VOLUME 852.
PAGE r
D.RWC.T.
PROPERTY LINE TABLE
LINE
LENGTH
BEARING
Ll
22.74
S60615'001W
L2
8.53
S04412'32'E
L3
12.73
S44000'15'W
L4
9.77
N89°30'S0'W
L5
31.28
S32007103'W
L6
60.33
S00°26'15'W
L7
15,41
S89°30'50'E
L8
18.12
S24°59'46E
"' S�5eo°pA3I2NA1.GE- 226.r0
-DRsMN733E 3 IOLJ.S, 60�w•+nL'S
M 36'40z'9)
�1 fr-
'_! '\ UTIL,I?t"EASEMENT S80° y�
LOT 3 1 ! L186 2321.E 2n25 ar�� 6�9�
BLOCS 2 ; ; u6s --?,, y,''s
"1 0' �k9y 1445
S80.232,•E . 24291,
to �/.50,
LOT 2 ,w �Jh� `-ills -- UP
ulry E
I BLOCK 2 O( 1 `�. LOT 7 I
BLOCK I
L1B9)J /� ! ! jJp.00'_ --�f58_ o
ob 100 11� T t-__--tZs."
v
0
ti I
, I
W I
� I
a I
N
I
I
I
I v9
I�
I
I
I
I
EASEMENT
SEMENT - -
VOLUME GE
EAI
PAGE 1
D.Rw.aT.
S� � I��
174 61' rE
- - - - - - - - - - - - - --
L178
I � /
I g
_ N '17
L172 - ---_ L219 "'^
��I
'_,
Eg 1$6 -�.\
ovr 1
1
125&
ARW
DRAINAGE E- ---_-J $
ASEMENT _ _
q
�o
0
7 N
-,__-
10If--
^1
R 260.00'•
M
InIz
U'36
-
CHORD = N28.07'14'E
I
165.08'
j
0.00,
LOT 1 e = 37•a'w
R = 190.00'
E�
BLOCK 2 L = 122.76'
7 `
CHORD S28007'14"W
120.64'
/
/
1�
/
V
1
lk P
/
A = 43.41'45"
R = 700.00' ,/ �yrQ h99
LOT 6
L = 533.85' /
l.t
CHORD S68.28'41"W
521.00'
�q p'
BLOCK 1
i
_I
I o c2
g1A� oi
1483'0109"E may,-jP / a
143.26 r y;r'o- / z1
rr
e = 36.29TO"
R = 756.00' i
L = 481.46'
CHORD S64°52'29"W
I
L27
/ry0`O // ,/ \\
\\ 473.37' 1N
Wl
LOT 3
\\\
WI
BLOCK
1
\�°�L2D7 /��
�'�
\\ of
�l
0 0 0
T
�I
jro ,X
Y
'� 131
W
I----�i
---1
/'
LV
o
z
I I
Ll17
.LV/
II+
\\ \\
.� -4214
I I
\ \\
IZI
LOT 1
BLOCK 1
a = y�'+�vv
R = 580.00'
L 442.89'
CH = N21°29'41'W
432.20'
LOT 2
BLOCK 1
0 50 too 200
SCALE: 1"=100'
L124
LOT 5
BLOCK 1
\ \°q"9
oo ,
/
LOT 4
BLOCK 1
MWT ¶'- -•�� _
6 RR,,.21 EA
22
I 'IjlM6 PAEE6t I I I l�VOLUE 2EASEMENT
1 .R.w.cr.
C 41 rl t
& �I it 00' I It II 2.5' unurr EASEMENT
VOLUME 2', PAGE 279
IL VOLUME
P.R.W.C.T.
1 'tA in, UTIUTY EASEMENT
IY LUME 8L2, PAGE 209
D.R.W.C.T.
II I 7,/
10' x 60' JUUTY EASEMENT
_-VOLUME 842. PAGE 209
- - O.R.W.GT.
LI
I L4 L3 L2
.5
L6
CENTRAL CONGREGATION OF /
I JEHOVAH'S WIINE85E8
VOLUME 1436, PAGE 708
P.R.W.C.T. /
SS2 `
4
9A>.
O /
OTM
BEST INVESTMENTS
,
c/o Joe A. Best
III
PO Box S
laX
DALLAS, TEXAS
75370
owm
JMFL LTD
/
c/o Joe A. Best
III
PO Box 700505
DALLAS, TEXAS
75370
0WM
y J
JOE A. BEST, Jr. and
FRANKIE BEST IRREV. TRUST
15.16
/ Alb.
/4
'
0
h6
/
/
/
/
DUNAWAY ASSOCIATES, L.P.
1501 MERRIMAC CIRCLE
SUITE 100
FT, WORTH, TEXAS 76107
(817) 335-1121 (PHONE)
(817) 429-1370 (FAX)
CONTACT: GORDON JOHNS
c/o Joe A. Best III
PO Box 700505
DALLAS, TEXAS 75370
Pl
JAB -DAL, Ltd.
c/o Joe A. Best III
PO Box 700505
DALLAS, TEXAS 75370
W lFl a, f ,,L./t 9' 7 s
WAL-MART STORES TEXAS, LP
2001 SE 10TH STREET
BENTONVILLE, ARKANSAS 72716-0550
(479) 273-4000 (PHONE)
UTILITY EASEMENT LINE TABLE
LINE I
LENGTH
BEARING
L101
253.48
S43'22'11'E
L102
63.97
N4637'49'E
L103
5.00
S43'22'11'E
L104
22.07
N46.37'49'E
L105
75.14
NOI.37'49'E
U06
83.05
N46.37'49'E
L107
15.00
S43'22'H'E
L108
89.27
N46.37'49'E
L109
60.99
N01.37'49'E
1_110
89.83
N46.37'49'E
Llll
110.91
S43.22'11'E
L112
147.65
N46-37'49'E
L113
10.00
S43'22'11'E
L114
144.87
N46.37'49'E
L115
264.41
S00.22'49'W
L116
266.34
S00.22'49'W
L117
13.00
N88.22'11'W
1.138
1OT08
S88.22'11'E
L119
368.35
N46.37'49'E
1_120
614.58
S43.22'H'E
L121
15.00
N46.37'49'E
L122
13.58
S43'22'11'E
L123
114.39
N46'37'49'E
L124
19.21
S8822'I1'E
L125
7.63
N46°37.49'E
L126
172.21
S43.22'11'E
L127
700.32
N46°37'49'E
L128
171.49
N43'22'11'W
L129
13.85
N46.37'49'E
L130
40.42
S88.22'IVE
L131
120.61
N46.37'49'E
L132
604.02
S43'22'11'E
L133
59.17
N09.37'1I'W
L134
59.98
N46'37'49'E
L135
50.49
S09'36'39'W
L136
251.80
S80'23'21'E
L137
313.46
N00.49'05'E
L138
111.57
N32'07'03'E
L139
67.25
N00'26'15'E
L140
194.08
S52.4947'E
L141
27e.08
N43-52155-E
L142
166.74
SOl•44'33'E
L143
29.34
S2D•23'21'E
L144
448.87
N00°26'15'E
L145
34.40
S44'00'15'W
L146
28,08
S80.23'21'E
L147
194.35
N01.42'OO'E
L148
23.75
N8023'21'W
L149
194.99
N006'IS'E
2
L1-J
249.65
S80'23'21'E
L151
178.36
S09.36'39'W
L152
20.00
S54.36'39'W
L153
208.76
N80.23'2l'W
L154
194.35
NOi'42'00'E
L155
73.70
N64.44'21'W
L156
106.39
N78'44'21'W
L157
10.00
Sll'15'39'W
1_158
107.00
N78.44'21'W
L159
30,00
S78.44'21'E
L160
7.33
Sll•15'39'W
L161
40.02
N64'44'21'W
L162
20.00
S35.23'21'E
L163
176.36
S09'36'39'W
L164
297.50
S80.23.21'E
L165
191.02
N09.36'39'E
066
279.00
SBO.23'2VE
L167
89.48
N73.34'2VW
L166
207.92
S09.36'39'W
L169
260.73
S80'23'21'E
L170
220.35
N00.22'49'E
L171
221.61
S80'23'21'E
L172
570.79
S80'23'21'E
L173
71.09
S09'36'39'W
L174
44.74
N46.37'49'E
L175
485.30
N00.22'49'E
L176
276.77
S00.22'49'W
L177
5.87
N45.21'11'E
L178
171,10
N89'40'26'W
L179
143.89
N83'07'09'E
LI80
67.20
N09'37'I1'W
Lun
333.17
N46.37'49'E
LI82
57.28
_
SOl•37'49'W
L183
21.21
N46'37'49'E
L184
52.47
S01.37'49'W
LISS
106.26
S88'2211'E
L186
4.39
S73.3426'W
L187
145.58
S43'52'55'W
L188
311b9
S00.49'O5'W
L189
351.82
S01.44'33'E
RAINAGE EASEMENT LINE TABLE
LINE
LENGTH
BEARING
L201
37.63
N13.22'11'9
L202
144.89
N73.22'I1'V
L203
492.96
N13.22'11'W
L204
71.70
S46'37'49'W
L205
274.00
N61.371491E
L206
89.24
N46'37'49'E
L207
20.88
N73.22'I1'W
L208
11.21
N46'37'49'E
L209
10.59
N43'22'I1'W
L210
10.01
N73.22'11'W
L211
86.10
N46.37'49'E
L212
247.60
N61•37'49'E
L213
494.77
N13.22'11'W
L214
177.75
N73'22'II'W
L215
318.01
N80.23'21'W
L216
78.13
N3523'21'W
L217
20.00
N54.361391E
L218
69.85
S35'23'2l'E
9
2
32
S80,
23'21'EL21
L2 00
36'39'W
ACCESS EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L301
61.41
N43.22'11'W
L302
50.08
S46.37'49'W
L303
89,76
S88'22'11'E
L304
46.00
SOI'37'49'W
L305
89.76
N88°22'11'W
L306
10.00
N20.48'09'W
L307
49.88
S46'37'49'W
L308
36.00
S46.37'49'W
L309
108,19
S43.22'11'E
L3101
53.34
S36.54'39'E
L311
63.00
S43.22'11'E
L312
378.13
N46.37'49'E
L313
324.52
S43.22'11'E
L314
45.76
N46'37'49'E
L315
77.17
S43.22'I1'E
L316
51,20
N30.57'44'W
L317
1.09
S4322'11'E
L318
10.00
S46'37'49'W
L319
187.05
S4322'11'E
L320
10A0
N46.37'49'E
L321
9.00
S4322'11'E
L322
84.07
S43.22'11'E
L323
36.04
S43.52'55'W
L324
59.99
S43.22'I1'E
L325
10.00
S46'37'49'W
L326
25.81
N43'22'Il'W
L327
10.00
S34.47'59'W
L328
10.00
S43'2FII'E
L329
293.13
S46.37'49'W
L330
10.00
S43.22'11'E
L331
29.87
S46.37'49'W
L332
17.50
N43.22'I1'W
L333
10.00
N46'37'49E
L334
30.00
S43.22'U'E
L335
10.00
N46.37'49'E
L336
126.69
1,143'22'11'1/
0�7I1I1�
UTILITY EASEMENT CURVE TABLE
CURVE
CENTRAL
ANGLE
RADIUS
ARC
LENGTH
CHORD
BEARING
CHORD
LENGTH
Cull
14.59'56'
565,00
147.90
S35.52'I3'E
147,48
C102
15.23'03'
565.00
151.70
S19.37'35'E
151.25
C103
32-09.49'
766.00
430,00
N62.42'43'E
424.38
C104
37.01'IO•
270.00
174.45
N28.07'14'E
171.43
C105
37.01110'
160,00
116.30
N28'07'14'E
114.29
C106
42.51'53'
690.00
516.21
N68.03'45'E
504.25
C107
2.27'19'
766.00
32.83
N81.53'30'E
32.82
SITE DATA
Gross Site Acreage
- 38.639
R.O.W. Dedication -
1.879 Acres
Net Site Acreage -
36,760
Existing Land Use
- VACANT
Existing Zoning -
GC
Total Lots - 10
JQsITE
NOTES:
1. The Basis of bearing for this survey is the Texas Coordinate System of
1983, North Central Zone. re
Memo
2. According to the Flood Insurance Rate Maps for Wichita County, Texas, en
Panel 30 of 30, Map Number 48066200030 F, Map Revised date:
January 19, 2000, the subject property is located in Zone "X", defined
as areas to be outside 500 year flood plain. This statement does not
reflect any We of study by this firm.
3. The property corners are 5/8 inch iron rod with yellow plastic cap
stamped "Dunaway Assoc, LP." set, unless otherwise noted.
4. Water and sewer will be provided by connection to existing public facilities.
5. Except for Lot 1, Block 1, no other lots shall have direct access to the
State Highway System. Acceess to all other lots shall be either by the City
street system or internal access, Points of access shall be as shown shaded
on page one of the preliminary plat.
LOT 6
ti
Rom• S44000'15"W e a
2,76'
7s `�
ram
LOT 1 LI
PARKWAY CONGREGATION OF
JEHOVAITS WITNESS
S44000'15"W L2 TRACT 1
9 97, VOLUME 3049, PAGE 790
L 3 D.R.W.C.T.
L4 (S44°00'15"W-12.73'1
L 5 CENTRAL CONGREGATION OF
JEHOVAH'S WITNESSES
LOT LINE VOLUMED.R.W.0 TALE 708
BOUNDARY LINE
EXHIBIT
L6 NOT TO SCALE
PARKWAY CONGREGATION OF
JEHOVAETS WITNESS
TRACT 2
\ VOLUMED 049. PAGE 790
DRAINAGE EASEMENT CURVE TABLE
CURVE
CENTRAL
ANGLE
RADIUS
ARC
LENGTH
CHORD
BEARING
CHORD
LENGTH
C202
7.2720'
756A0
98.38
N62.28'16E
98.31
C203
t-3716-1
756.001
21.39
N55.52'13'E
1 21.39
KICKAPOO
DOWNTOWN
AIRPARK
G
0
WIN t41114112M
CERTIFICATION:
1, Gregory S. Iffland, a Registered Professional Land Surveyor in the
(E OF j State of Texas, do hereby certify, that I have platted the above
oj; qP-- AFo.� Jt subdivision from an accurate survey on the ground and that all lot
corners, angle points, and points of curve are properly marked on
•.................. the ground, and that this plat accurately represents that survey
GREGORY S. IFFLAND made under my supervision.
...o...................
<.°®9 4351 Pk. Q
�pESS10�;•
d Greg y S. ffland Date
Registered Professf nol Land Surveyor
Texas Registration No. 4351
EASEMENTS SHOWN ARE 'HEREIN DEDICATED
UNLESS OTHERWISE INDICATED
101 - 199 - Public Utility Easement
201 - 299 - Private Access Easement
301 - 339 - Storm Drainage Easement
ACCESS EASEMENT CURVE TABLE
CURVE
CENTRAL
ANGLE
RADIUS
ARC
LENGTH
CHORD
BEARING
CHORD
LENGTH
C301
41'36'44'
50M
36,31
N67.26'11'E
35.52
C302
45'00'00'
136.00
106M
S69'07'49W
104.09
C303
22.25'58'
90M
3524
S80.24'50'W
35.01
C304
22'34S2'
100.00
39.39
S57'54'50'W
39.13
C305
41-54'53'
50.00
3658
S25'40'22'W
35.77
C306
302275'
200D0
106.01
N31.26'41'E
104.78
C307
59.37'45'
200,00
20814
N13.33'19'W
198.88
C309
36'0617' 25.00
15.75
N61'25'20'W
15.49
C309
36.4eO8" 25.00
16M
S25'01'07'E
15.74
C310
53.4956 225.00
21L40
N16.27'13'W
203.71
C311
79116 48 25.00
3459
S29.10'39'E
31,90
C312
25'26 5c _`.ODD
UL04
N56'05'37'W
11013
C313
11495:. 14.00
42A2
N49.17'06'V
42.05
C314
13*14*48'. 2:4.00
49.48
N61'49'24'W
49.37
C315
81'16'47'I 25.00
35A6570'54'48'W
32.57
C316
16'21'24' 225.00
6423
N38.27'07'E
64.01
C317
90'OQTiO' 25D0
3927
S01'37'49'W
35.36
HIGHLAND INVESTMENT COMPANY
c/o Joe A. Best III
PO Box 700505
DALLAS, TEXAS 75370
Dar-ument Q 00010220
Accepted For Filing in:
Wichita Count9
On. Mau 01r2007 at 12:331'
89 Handle Rice
SHEET 1 - GRAPHIC DEPICTION
SHEET 2 - EASEMENT DIMENSI(
t � Engineers
ujay. Ya Planners
Surveyo�sw✓ Associates, L.P. ILandscapers
Architects
1501 Merrimac Circle, Suite 100, Fort Worth, TX 76107
Tel: (817) 335-1121, Fax: (817) 335-7437
This is tic certify that all taxes due and collected by Wichita County,
the City of Wichita Falls, and Wichita Falls Independent School District
on the above described property have been paid up to and including
_764) with the following exceptions:
This certification is conditional on values certified by the Appraisal
District as of this date. Any changes to the certified value made
subsequent to the date of the certification are not included.
`-lncp 12J.C) Cll�
Tax Collector
by Deputy
-I -o7
Date
The Director of Public Works of the City of Wichita Falls, Texas
hereby certifies that this subdivision plat conforms to all
requirements of the subdivision regulations as to which his
approval is required. _
2 �
hector of"Public Works
This plat has beeen submitted to and considered by the Planning
and Zoning Commission of the City of Wichita Falls, Texas, and is
hereby approved.
,/)2�,,/
Dated this day of �` / 20 a-7
man
Secretary T� 1
FINAL PLAT
Lots 1 thru 7, Block 1
Lots 1 thru 3, Block 2
WAL-MART SUPERCENTER
AN ADDITION TO THE CITY OF WICHITA FALLS
WICHITA COUNTY, TEXAS
Being ra 38.639 acre tract of land situated in Block Number 3,
Kemp Newby Subdivision of the Cherokee County School Land,
Abstract No. 33, Wichita County, Texas,
in the City of Wichita Falls
38.Aacres - 10 lots JN to
1�
AUARY 15, 2007
•
This plot filed in Volume Page, PRWCT, Dated