ST9304-CS 990524
N
0'
20' 40'
-"
Scale 1"",,40'
"'---- -
LOCA TJON MAP
MAPSCO PAGE 1 8-A
lEGEND
Power Pole
Guy Wire
Manhole
Water Valve
Telephone Pedestal
Water Meter
Fire H ydrarl t
Ugtlt Pole
Irrigation Valve
Clean Out
Air Conditioner
Cable Box
Signal Box
Signal Pole
Sign
Iron Rod Found
Iron Rod Set
Sanitary Sewer
Storm Sewer
Gas Meter
Traffic Sign
Mailbox
Gas Marker
Transformer
BASIS OF BEARINGS
-
~-~,".~ '""""'-
.
------ -
"-
'"
'\
'\
\
-----
----..".
PP
GW
MH
WV
TP
WM
FH
LP
IV
CO
AC
TV
S8
SP
SN
iRF
IRS
SS I
SW
GM
TSN
MB
GMt<
IT
--
--.--
-- -__~O
-- - -- --- -- -----
- -
---.. - -
--
B~L T LINE ROAD
( Vanable Width Right" f
-0 -Way)
R ::::: 260.00'
D = 08'58'57"
T = 20.42'
L == 40.76'
CH = 40.72'
CB ::::: S 81'52'54" E
"'-
;?,,---
,
;{', S 86'22'22" E
-, "'0~_ .......
" 64.34" "",..
.
.
r
I
TRACT A-R, VALLEY RANCH PLAZA ADDITION
BEING THE THIRD REPLAT OF VALLEY RANCH PLAZA
PADS B THROUGH F
AND A REPLAT OF VALLEY RANCH PLAZA TRACT A
VOLUME 971 PAGE 2395
w
r'
81
zl
c H--
rol I
Nt
~I :
i-I.
S 89"50'00" E
200.26'
--
// -
'\,
,-
".
. .
"
1)
I
.
J
I
I
I
I
?~
//
I
Id
3,673 ACRES
( 159,996 Sq. Ft. )
J
I
I
I
I
~
wi
t I
~I
o
01
zl
w
N 89'50'00" W
L.........--,
~ 77.38'
to. . r" ""... i"
t\/l ..,; .. '" ~ f
t I I ...J......
. ,., \ j
f).-< \f
,... I '- "
, ,
y
,
/..,,,t/"<' r--r"'" ,t -r'" I
"'.. I \i 1 ""I I: t-n} t\ I ~"i
.....1 I \t ,.... '" \.. _ I l " I t
. ,
".
, ,
" ,
j i '-4 ><(
, - t ...! "...
A I(" '\ /'''' -,- r" 4 "
f \ ~..;. "".... I rot' J \ I
,-,"'....,/ t \,-\,....
Bearings shown hereon are base upon the REPLA T OF VALLEY RANCH PLAZA ADDITION,
an addition to the City of Coppell as recorded in Volume 97135, Page 2395 of the Deed
Records of Dallas County, Texas (DRDCT).
The Surveyor has notabstrocted the record title and/or easements of the subject property
Gnd prepared this survey with the benefit of 0 title commitment and assumes no liobility
for easements, rights-of-way dedications and all other title matters,
-------
-----~
---
~---
R = 139.50'
D = 18'05'54"
T = 22.22'
L = 44.06'
CH = 43.88'
:;47'19'25" E
fl ~. , ',~"
-:::-~ - . '.
~ ~ )~-<;,
E
S 00'10'00" W
7199
o
cr::
<(
>>,
Wo
...-l~
....
o
01-
m~
a:::
cr:::s
u
::)~
00'10'00" W
21.71'
<l)
:0
cr:: .g
o
<(>
0'-'
o
:2
R ::= 240.00'
D :::: 12'01'58"
T ::= 25.29'
l = 50.40'
CH = 50.31'
CB ::::: S 06 '11
I
V
R == 260.00'
o -- 12'02'26"
T = 42'
L == 54.64'
- 54.54'
ICB == S 06"11'1 W
o
I
[
I
'!""'-
w
^"".~_' ~ .......J
W
---
FIELD NOTE DESCRIPTlON
STATE OF TEXAS
COUNTY OF DALLAS
BEING a tract of land situated in the SINGLETON THOMPSON SURVEY, ABSTRACT NO.
1493, and being a portion of the TRACT A-R, VAllEY RANCH PLAZA ADDITION BEING
THE THIRD REPLAT OF VALLEY RANCH PLAZA PADS B THROUGH F AND A REPLAT OF
VALLEY RANCH PLAZA - TRACT A, on addition to the City of Cappel! as recorded in
Volume 97135, Page 2395 of the Deed Records of Dallas County, Texas ( DRDCT) and
being more particularly described os follows;
BEGINNING at a 1/2 inch iron rod set at the intersection of the southerly Right-of~ Way line
of BELT LINE ROAD ( Variable width Right-ot-Way ) and the westerly Right-of-Way line of
MacARTHUR BOULEVARD ( Variable width Right-of-Way);
---
THENCE departing the southerly Right-of-Way line of said BELT LINE ROAD and along the
westerly Right--of-Way line of said MacARTHUR BOULEVARD os follows;
South 00'10'00" West a distance of 71.99 feet to a 1/2 inch iron rod set for
corn er;
South 09'1
corn er;
West a distance of 73.21 feet to a 1/2 inch iron rod set for
South 00'10'00" West G distance of 21.71 feet to a "X" Cut set in concrete
for corner;
South 89'50'00" East a distance of 11.46 feet to a "X" Cut set in concrete for
corner;
South OOlO'OO" West Q distance of 58.69 to a "X" Cut set in concrete for the
beginning of Q curve to the right having 0 radius of 240.00 feet and having a chord
bearing of South 06'11 West and 0 chord length of 50.31 feet;
~-----
Continuing along said curve to the right through 0 centra! angle of 12'01
and 0 arc length of 50.40 feet to 0 1 inch iron rod set for the beginning of a curve
to the left having a radius of 260.00 feet and having a chord bearing of South
06'11 West and a chord length of 54.54 feet;
along said curve to the left through 0 central angle of
and 0 arc length of 54.64 feet to a 1/2 inch iron rod set for the point of tangency;
South 00'10'00" West Q distance of 118.00 feet to Q "X" Cut set in concrete
for comer, sold point being the most southeasterly corner of soid VALLEY RANCH
PLAZA ADDITION;
THENCE the westerly Right-of-Way line of said MacARTHUR BOULEVARD and
along the southerly line of said VALLEY RANCH PLAZA ADDITION as follows:
North 89'50'00" West 0 distance of 188.74 feet to a 1/2 inch iron rod set for
corner;
South
corner;
" West a distance of 129,22 feet to a 60d Nail Found for
North
corner,
PLAZ,A
West 0 distance of 77.38 feet to a 1/2 inch iron rod set for
being the most corner of said VALLEY RANCH
THENCE deporting the southerly line of said VALLEY RANCH PLAZA ADDITION and along
the westerly line of said VALLEY RANCH PLAZA ADD!TlON as follows;
North 00'10'00" East a distance of 342. 8 feet to (l 1
corner;
inch iron rod set for
departing the westerly line of sold VALLEY RANCH PLAZA ADDITION South
89'50'00" East a distance of 200,26 feet to a Cut set in concrete for corner;
THENCE North 00'10'00" East a distance of 92.46 feet to a 1/2 inch iron rod set for
corner the southerly Way line of said BELT LINE ROAD;
THENCE
of said BELT LINE ROAD as
the southerly Right~of-Way
South 85'42'35" East a distance of 28.59 feet to a 1/2 inch iron rod set for
the of 0 non tangent curve to the left having a radius of 260.00 feet and
a chord bearing of South 81 54" East and a chord length of 40.72
along said non~tangent curve to the left through a central angle of
and 0 orc length of 40.76 feet to 0 1/2 inch Iron rod set for the
pOint of tangency;
South 86*22'22" East a distance of 64.34 feet to a 1/2 inch iron rod set for
the beginning of a curve to the right having a radius of 139.50 feet and having a
chord bearing of South 77'9'25" East and a chord length of 43.88 feet;
along said curve to the right though a central angle of 18'05'54"
and a arc length of 44.06 feet to 0 1 inch iron rod set for corner;
South 41
a distance of 35.73 feet to the POINT OF 8EGINNING;
CONTAINING within these metes and bounds 3.673 acres or 159,996 square feet of land
more or less,
Survey Certification
TO: Illinois Mutual life Insurance Company, Beltline/MacArthur Joint Venture and Fidelity National
Title Agency, Inc. & Fidelity National Title Insurance Company.
The undersigned certifies: that he is a duly Registered Professional Land Surveyor of the State
of T exos; that this plot ("Plot") and the survey ("Survey") on which it is based waS made on
the 8th day of September, 1997 of the premises (the "Premises") specifically described in
Fidelity. Notional ~itle A~ency, Inc. Commitment No. 139322-D-34-A dated August 8, 1997
(the Title Commitment); that. the Survey waS actually made upon the ground and was mode
substantially in accordance with the current manual of practice for Land Surveying In the State
of Texas Eighth Edition for 0 Category lA, Condition II Survey; that the survey and the
information, course and distance shown on the Plot are as shown; that there ore no visible
discrepancies, conflicts, shortages in area, or boundary line conflicts; that recorded building
lines and recorded setback lines which affect the Premises are as shown on the Plot; that the
location and type of buildings, structures and other improvements are os shown on this
Plot and 011 are within the boundary lies of the Premises; that, except as shown on this Plot
(with instrument, book and page number indicated), there are no party walls, easements,
encroachments, or rights-of-way affecting the Premises; that there are no other easements,
or rights-of--way of which the undersigned has been advised or which ore indicated in the Title
Commitment; that utility services of the Premises and the buildings, structures Gnd
improvements located thereon, to the best of the undersigned's knowledge, enter the Premises
througn adjoining public streets and/or easements, that, according to the Federal Emergency
Management Agency. Flood Insurance Rote Mop, Community Panel Number 170 0010 E,
dated April 15. 1994, the subject property lies with in Zone C wh lch is not the 100- year
floodplain; (this statement does note imply that the property and/or the structures thereon will
be free of flooding or flood damage); that. except as shown on this Plot, all roads, streets and
highways shown therein ore dedicated public right-of-way; and that the Premises has access
to a dedicated public street.
8.J. Elam
Registered Professional Land Surveyor
Texas Registration No, 4581
Winkelmann & Associates, Inc.
12800 Hillcrest Rood. Suite 200
Dallas, Texas 75230
972/490-7090
,
>
W ....J 0
a:::
J J 0-
m ..J 0-
e(
(fl
+-'
C :>.,
Q) \,..
E 0
E -g
o :J
o 0
ro
I\'"
l~ 1
. I ~
I I
I
I
N .-
!J)
Q)
z
o
V)
:>
w
a:::
= .
= ~
~jlIIo(
S i
,........
CIS
QI ..
~~
= :
.- -<
~~
~
x
<(
....
\11
IX 0'"
o <l""
)- 00
w '"''"'
> . I
IX 00
;:) ~~
<J)
.
<J)
IX
W
W
Z
(5
:z
w
...J
:;:
(3
':i 8
,.. N
..J
::> ;:!
V1
Z
o
()
..>
I/Jo
.n
ON
<'"
0'
;>:
Vi
;.,,,l IJ')
~~
..J.J
J ,..
X ~
I/J
8::5
ro..J
~ci
W
l-
e(
o
o
z
o
a:: if)
~w~
o a:: x
~-w
:;2Il--
if)
,,~ .
o if)
wo~
Z a:: ....J
m~
00
N
(1)
If)
>-
W
>(()
et:::W
=:)cr:::
(j) (~
>-<C
Ct::n
<Cl"-
Oco
Z .
=:)n
o
IT)
f'..
(l)
"
(l)
(!)
3: <J'l
a lO
en (\J
Yd. 0
o 0
1.0 1.0
(\J (\J
o 0
Q) <r.
+'
a:l <n
o
..J W
.., ..,
3: ..J en
o I>> I>>
"f; trl trl 0
-"d&''l:1 Z
n ll> ll> +'
ll>~~.:.q ~
...... '... if: 0
a:l 0') a:l ll> ll> '0'
Olll> l-.,d;.:l l-.
If.l Q 0 Q ~ 0..
$1f{J~~'if
1
OlF
1