SC0493ASTATE OF TEXAS
COUNTY Of OENTON
THENCE along said curve an arc distance of 95.02 feet to a set iron rod;
THENCE South 60' 10' 37" East, 10.31 feet to a set iron rod;
THENCE North 73' 32' 38" East, 674.73 feet to a set iron rod at the beginning
of a non -tangent curve to the right having a central angle of 32' 16' 23", a
WHEREAS, Vista Ridge Joint Venture is the owner of a 103.5548 acre tract of land
radius of 505.00 feet, a chord bearing of north 23' 40' 56" East, and a chord
situated in the T.B. Garvin Survey, Abstract No. 466 and the L. Burgeois Survey,
distance of 280.71 feet;
Abstract No. 52, of Denton County, Texas, and also being part of a 203.7535 acre
tract and a 70.6735 acre tract conveyed to Trustees E-Systems, Inc. Pool Trust
THENCE along said curve an arc distance of 284.4S feet to a sat iron rod at
by deeds recorded in Volume 1228, Page 141, and Volume 1271, Page 244 respective-
the beginning of a curve to the left havirc a central angle of II4OZ' 37", a
ly, of the Deed Records of Denton County, Texas and being more particularly des-
radius of 25.00 feet, a chord bearing of�North 2' 12' 11" 'West, and a chord
cribed as follows:
distance of 33.47 feet;
3E6 i%L . C at a fo. ^.e
. 'I'.'7•concrete� monument * Cdrner at t.'2 intersection of t
" fee, t iron rod' � 30. 61 _e. to a s2 THENCE along curve an arc distance o ,
nE CE a o said cu <
g
westerly right -of -•way of I.H. 35E (variable widen) with the cut-off Iine
between the said •westerly line of l.H. 35E and the southerly line of F.P1. 3046
THENCE North 44' 13' 30" West, 15.33 feet to a set iron rod at the begin,,,ng,
(Round Grove Road) (120 foot right-of-way);
of a curve to the right having a central angle of 4" 5a' 0"' a radius of
230.00 feet, a chord bearing of North 23' 16' 28" 'West, and a chord distance
THENCE South 56' 16' 00" East, 1353.10 feet along the westerly right-of-way o`
of 2CO.23 feet:
the I.H. 35 to a concrete monument for corner;
THENCE along said curve an arc distance of 204.77 feet to a set iron rod;
THENCE South 62" 49' 48" East, 439.14 feet along said right-of-way of I.H. 35E
to a set iron rod for corner;
THENCE North 2' 19' 26" West, i37.38 feet to a set iron rod in the sate
a h beginning a` a
Grove and the be M. a (Round C o_ Road a southerly line of F. 30 0 ou d
Y ( ) 9 9
THENCE leaving said right-of-way of i.:I. 35E South 5' 27' 18" 'West, 455.33
non -tangent curve to the left having a central angle of 53' 36' 19", a radius
feet to a set iron rod at the beginning of a curve to the right having a
or 1205.92 feet, a chord bearing of North 67' 34' 38" East, and a cborg
central angle of 23' 58' 33", a radius of 722.18 feet, a chord bearing of
distance of 1087,5' feet;
South 17' 26' 34" 'West, and a chord distance of 300.00 feet;
i HENCE along said southerly line of F.M. 3040 and along said curve an arc
THENCE along said curve an arc distance of 302.20 feet to a set iron rod at
distance of 1128.25 feet to a set iron rod;
the beginning of a curve to the right having a central angle of 9° 22' 5i", a
-
radius of 3040.00 feet, a chord bearing of South 34' 07' 15" West, and a chord
THENCE North 35' 44' OS" East, 56.28 feet along said southerly line of F.M.
distance of 497.17 feet:
3040 to a set iron rod;
THENCE along said curve an arc distance of 497.72 feet to a set iron rod at
THENCE North 80' 22' 09" East, 93.15 Feet along the said cut-off line between
the beginning of a non -tangent curve to the left having a central angle of 7'
S.N. 35E and the southerly line of F.M. 3040 to
21' 12", a radius of 1760.00 feet, a chord bearing of South 27' 29' 14" East,
the westerly line of the said
103.5548 (4,510,848 square feet)
and a chord distance of 225.72 feet;
the POINT OF BEGINNING and containing acres
of land, more or less.
THENCE along said curve_ an arc distance of 225.33 feet to a set iron rod;
THENCE South 31' 09' 50" East. 307.91 feet to a set iron rod;
THENCE South 78' 23' 02" East, 10.19 feet to a set iron rod at the beginning SURVEYOR'S CERTIFICATE
of a non -tangent curve to the right having a central angle of 9° 38' 26", a
radius of 565.00 feet, a chord bearing of South 58' 50' 10" West, and a chord
distance of 94.95 feet;
KNOW ALL MEN BY THESE PRESENTS:
THENCE along said cure an arc distance of 95.07 feet to a set iron rod;
That [, Boyd L. Jones, do hereby certify that 1 prepared this plat from an
THENCE North 16' 03' 22" East, 10.19 feet to a set iron rod; actual and accurate survey of the land and that the corner monuments shown
thereon were properly placed under my personal supervision, in accordance wi tit
THENCE North 31' 09' 50" West, 307.91 feet to a set iron rod at the beginning the platting rules and regulations of the City Plan Commission of the City of
of a curve to the right having a central angle of 6' 06' 56", a radius of Lewisville, Te
1340.00 feet, a chord bearing of North 28' 06' 22" West, and a- chord distance �P,(F. QF j�•
of 196.30 feet;
THENCE along said curve an arc distance of 196.40 feet to a set iron rod; * • •'
THENCE South 40' 29' 16' West, 8S.26 f t�BOYD c H)NES
o a set iron rod at the beginning Boyo*nes, R. P, S.. N ,..1836i'" '
of a curve to the right having a central angle of 50' 01' 57", a radius of ...........................
275.00 feet, a chord bearing of S,.uth 65' 30' 14" 'West, and a chord distance 1836
of 232.58 feet: �`�;•, qF fo: pP7
N B dlgrEa .•%'k
THENCE along said curve an arc distance of 240.14 feet to a set iron rod; '� y C R,l
nnddersigned, a Notary Publ is in and for said County and
THENCE North 89' 28' 47" West, 1012.54 feet to a set iron rod at the beginning State, on thiix a� y personally appeared Boyd L. Jones, known to me to be the
of a curve to the richt having a central angle of 48- 19' 27", a radius of person whose name is subscribed to the foregoing instrument and acknowledged to
477.40 feet, a cord bearing of North 65' 19' 03" 'West, and a chord distance me that he executed the same for the purposes and considerations expressed, and
of 390,82 feet; in the capacity therein stated.
THENCE along said curve an arc distance of 402.65 feet to a set iron rod; GiVEN UNDER MY HAND AND SEAL OF OFFICE this the � day of � 1987
A.D.
THENCE North 41' 09' 20" West, 464.35 feet to a set iron rod at the beginning
of a curve to the right having a central angle of 5° 25' 35", a radius of
845.00 feet, a chord bearing of North 38' 26' 32" West, and a chord distance I
of 80.00 feet; � !'(1GCY_
THENCE along said cure an arc distance of 80.03 feet to a set iron rod; My Commission Expires: oott%a ublic i and fo Da�i County, Texas
o iENac Soutcurve to the righthaving88centraloangle set
ofr6'' Ole 15",at ha radius of ,4```�R11 P'V V emlefiia �GA.�
45do. 00 feet, a chord bearing of South 59' 59' 40" West, and a chord distance
p`,�p' •,..«..�B��i,�
of 476.85
feet;
O •• •y �p�
THENCE
along said Curve an arc distance of 477.07 feet to a set iron rod;
THENCE
South 63' 00' 18" West, 45.85 feet to a set iron rod;
y
THENCE
South 18' CO' 18" West, 10.61 feet to a set iron rod;
feet
''pxftFaOP''«";�p�
THENCE
North 25' 69' 42"'West, 9S.00 to a set iron rod:
THENCE
South 71' 59' 42" East, 10.61 feet to a set iron rod;
THENCE
North 63' 00' 18" East, 45.85 feet to a set iron rod at the beginning
to the left having b' 01' 15', radius
..
��� �� /-7` L/•
.- iu
�I J
of a
curve a central angle of a of
4460 00 feet, a chord hearing of North 59' 59' 40' East, and a chord distance
of 468.45
feet:
- l
-
',FENCE
along said curve an arc distance of 468.66 toot to a sec iron rod;
SEE SHEET 2
SEE SHEET
`1 -` O
THENCE
North 56° 59' 03" East, 55.88 feet to a set iron rod at the beginning
of a
non -tangent curve to the right having a central angle of 27' 58' 44", a
r a,/
�;�
radius
of 845.00 feet, a chord bearing of North 16' III' 47" West, and a chord
Y'
distance of 408.55 feet;
THENCE
along said curve an arc distance of 412.63 feet to a set iron rod at
� ��-'-� �I/c� .�-�
the beginning of a curve to the right having a central angle of 0' 14' 51", a
radius
of505.00 feet, a chord bearing of North 2' 12' 00" West, and a chord
f %_ f C r . _
�{'
I
di,tance or , 2.18 feet;
% F-
"
THENCE
along said curve an arc distance of 2.18 feet to a set iron rod;
Y
f Y ' /
THENCE
South 73' 32' 38" West, 646.89 feet to a set iron red;
THENCE
South 27' IS' 52" West, 10.37 feet to a set iron rod at the beginning
/% c / `z` i o
of a
non -tangent curve to the right curve having a central angle of 5' 33'
20",
a radius of 980.00 feet, a chord bearing of North 16' 27' 22" West, and a
/
-r
chord
distance of 94,99 feet;
67f`��>�X8 �c
v
v Y y l) ( �T he undersigned, t
NOW TnERf.FORE KNOW All MEN BY THESE PRESENTS: f,"", � / g ed, the City Secretary of the City gf Less 1 '� <as r lcb.
2thl i es .net tha foregoing final plat of the Vista Ridge Mal: Su' Ili s-on or
THAT, the undersigned, acting through a duly authorized representative to ((( Adcitlon to the City of Lewisville was submitted to the appropriate Plann,;.q and
do so, does hereby adopt this plat designating the hereinabove property as Vista ZoningCor.,mission �\49� City council as required by the ordinances of the City of
Ridge Mall, an addition to the City of Lewisville, Texas and does hereby dedi- Lawis+iile on the yw'� day of -�=\�, 1987, and such body by formal action.
Cate to the public use forever the streets and easements shown on this plat then and there accepted the dedication of streets, alleys, parks. ease^ents.
for the mutual use and accomaodation of all public and private utilities de- public places and water and sewer lines, as shown and set .forth in and upon
siring to use or using same. Any public or private utility shall have the and said body further autuorize+ the acceptance t.._,_07 10,+ signing a,
right to remove and keep removed all or part of any buildings, fences, trees, .einabove subscribed in the capacity stated.
shrubs or any Other improvements or growths which in any way endanger or in- -
Lerfere with the construction, maintenance or efficiency of its respective Witness by bane Vat day pfWLF... A.D iS87.
systems on any of these easement strips and any public or private utility
shall, at all times, have a right of ingress and egress to and from and upon
r h+ rconstructing,reconstructing,in-
specting, said easement strips for the purpose of
i r removing ll r part f its
s ctinpatrolling,maintainin and adding to oa o a o
Ps 9, 9 9 p
respective systems without necessity at any time of procuring the permission
of any one. This plat approved subject to all ordinances, rules, regulations,
and resolutions of the it f Lewisville Texas. C o
Y , /
WITNESS MY HAND this the Z day of Cen.eh 1987-
VISTA RIDGE JOINT VENTURE
BY: Vista Ridge Associates, Ltd.,
a Texas Limited Partnership,
Joint Venturer, ///jf✓�e^`
BY: Vista Ridge Mall Company, >i ,
a Texas General Partnership,
General Partner, t
BY: Herring -Marathon Master Partnership B, V�
a Texas General Partnership,
General Partner,
BY: Herring Marathon Group Inc., '
a Delaware Corporation,
M paging Partner,
e'
M.G. Herring, Jr., President
Before me, the undersigned, a Notary Public in and for said County and State,
on this day personally appeared M.G. Herring, Jr., known to me to be the per-
son whose name is subscribed to the foregoing instrument and acknowledged to
me that he executed the same for the purposes and considerations expressed,
and in the Capacity therein stated. - q A'
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the o2= day of 1987 A.D.
My� ionExpires
N ryPub i in and forDallas
C unity, Texa'
F"S"�7
6`
SHEET INDEX MAP
0 200 400 800 1,
GRAPHIC SCALE IN FEET }}
f�
PRESERVE TRACT
06 7�Q/'lip4.a�
fiat t'3 rris
y
Ci^+ ��ar - S y
City of Lewisville, Texas
Roc-sm..ended for Approval
Larry smi tn, airman .
P1 an n ing an Zoning Commission
City of Le lsville, Taxes
Approved and Accepted
�_ p'
Ann PomykalZ. Mayor
oily Ot L9wisvi! e, texas
VARIANCES
Ito q
Q1JNJn. 1 tr\
Cate T
m Ou cJn \101 \ Cir
1. Vista Ridge.'Joi nt•Venture shall construct an all weather temporary access
roadway to provide access for fire trucks and emergency vehicles during
building construction periods as required by the City of Lewisville. The
roadway shall have a minimum 20-foot width, shall be constructed with a
crushed stone base material (flexible base) compacted to a minimum 9-inch
thickness. and shall have firelane signing as per City of Lewisville fire
department regulations.
2. Building permit(s) will be issued by the City of Lewisville when water
systems are operational (prior to City of Lewisville acceptance of the
entire water system) to allow for placement of certain non-combustible
materials including: (1) concrete foundations (beams. piers, footings.
slabs. etc.): (2) structural steel (columns, beams. trusses. bracing,
etc.): (3) steel roof trusses and metal decking: and (4) exterior walls of
non-combustible material.
Construction of building interior walls and installation of , combustible
materials on -site will not be allowed until the City of Lewisville
inspects and approves construction of both public and private water and
sanitary sewer systems. and all public improvements in public streets.
3. Fire hydrants shall be located within a 300-foot radius or 400-foot
truck -lay for all building structures. fire hydrants shall be located
within either a 600-foot radius or truck -lay for all parking areas.
4, A private 8-inch water main with 2 fire hydrants shall be installed within
the Reserve Tract (see sheet index map for location) when building
construction begins thereon.
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. I OF 3
s
N 80°22'09"E
93.15'
N 35044'06'E
56.28'- _ ...
R.O.W. DEDICATION
0.3399 ACRES
1
0 `0,3?05-:
o�
SOS 17
18
S 2�?
�O 3 ('o
v �ojE �Oc
a a G
�o�NO
BLOCK A
LOT 2
s9g
300? 0.7834 AC.-- 23
zo�- �B12• �_,,,,,.. zoo. g
0 7 sv 6` 19
cD 2
20''
I v 22 14
15���
O �3t1
� 0 1
16 \`25
N
w
N 440I3'30'
15.33'
L . SURGEOJS SURVEY
A--52
s T 6A689
BERNDT ROAD
ABANDONED BY
CITY OF
LEWISVILLEG
BLOCK A
LOT 3
13.4259 ACRES
GB
9
ya,
BLOCK A
LOT 1
5.5600 AC.
GB
®-.
91LOCK A I
LOT 4
9.4307 ACRES
GB I
T. B. GARVIN SURVEY
A —466
BLOCK A
LOT 7
25.9972 ACRES
GB
4
FiU-ra
+)
Ql/ hV,f 31
Fi�111r �o
By—
BLOCK A
LOT 5
10.8273 ACRES
GB
U .,
0 50 IDO 200
GRAPHIC SCALE IN FEET
LEGEND
W.E. WATER EASEMENT
16 CURVE DATA - SEE SHEET 3
31 BEARING B DISTANCE DATA -SEE SHEET
1
GB
BLOCK A
LOT 10
4.6827 ACRES
GB
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986 SHEET NO.2 OF 5
0 50 100 200
GRAPHIC SCALE IN FEET
LEGEND
O
41
CURVE DATA
L, BURGE0IS SURVEY
A-52
BEARING B DISTANCE DATA
N56°59V0 '
55.88'
i
c � 3
N 63 00 IS E g' S 560 59'03" W 8
45.85�55.88'
S 71'59'42"E A.
6"
10.61'-- / 9
k
N 26°59'42'
95.00'
N'rS 63'00' 18"W BERNDT ROAD
45.85' ABANDONED
BY CITY OF
S 18000'18"W LEWISVILLE
10.61'
INTERIOR LOT LINES
BEARINGS & DISTANCES
S 560 -6' 0" E, 470, 00'
2 S 0 44' 0„ _25.00'
N 560 16' W. 110,00'
4. S 81° s' 43" W. 203.69,
5. S 350 ' 12" W, 420.00'
6. N 540 28' 47" W. 399.63'
7 N 2° 19' 16" W, 18.45'
a. N 78° 36' 11" E, 630.59'
9. S 54° 2847" E 40.00'
10" N 350 31' 13" E. 4OO.00'
1'. N 54° 28' 47" W, 58.92'
12, N 9° 28' 47" W. 100.08,
13. ''! 3S° 3" 13" E, 130.00'
N 54° 28' 47" W, 499.63'
15. S 2° 194 26" E 95.46'
16. S 9° 42' 0" w, 100,00'
7. S 560 :6, 0" - 40.00'
18. S 5° 39' 39" W 85.00,
i9. S 560 16' 0" E, 30.00'
20' S 33° 44' 0" W, 640.00'
2= S 780 44' 0" W, 28.28'
12.S 33° 44' 0" W, 66.24'
23. N 540 28' 47" W, 320.55'
24. N 350 31' 13" E, 95.7_'
25. a 540 284 47" W, 149.64:
.'.6. N 54° 28' 47" W. 100.00
27. S 620 49' 48" E, 40.26'
28. S 33° 44' 0" W, 169.18,
29 N 450 22' 13" w. 58.82'
30. S 35° 31' '_3" W, 432.1_8,
3i N 54° 28' 47" w, 6: 4i'
32, S 35° 31' _ 23' ' W, 100.15'
33. N 54° 28' 47" W, '68.36'
34. S 35° 21' .' w, :50.00,
35 N 540 28' 47" 358.02'
36. '.1- :6' 0" W. '_18.29'
27. N 330 44, 0" 640.00'
38. S 56° 16' C" E, 694.30'
39. S 450 46' 34" E, 28,71'
40. N 33° 44 0" 2 108,45'
41. d 26° 59' 42" W, 47.50'
42. N 78° 36' 11" E, 717.62'
43. S 540 28' 47" =, 400.00,
44. S 35° 31' 13" W, 180.00'
45. S 90 28' 47" E, 150.00'
46. S 35° 3?.' 13" w. 42.43'
47
4a
49
50
5i
✓52
54
55
56
57
58
59
60
61
62
63
64
65.
66,
67,
68.
69.
70.
71.
72.
71.
74.
75.
76.
77.
78,
79.
w
S
90
28'
47"
E,
340.00'
N
890
28'
47"
W,
150.00'
N
4io
9'
20"
W,
464.35'
S
560
59'
3"
W
"g
93,
S
630
0'
18"
W,
53.35'
S
62°
49'
48"
E
368.68,
N
840
19'
0.,
S
35°
31'
13"
w,
294.14'
S
540
28'
47"
E.
77.65'
S
9°
28'
47"
E,
82.59'
N
490
28'
47"
W
70.56'
S
850
3'_'
13"
W,
N
350
31'
13"
E,
125.00'
N
540
28'
47"
W.
310.00'
S
35°
31'
13"
W.
31 C.00'
S
90
28'
47"
E,
600.00,
N
89°
28'
47"
W,
465.21'
N
160
59'
42"
W.
47,
SO-
S
560
16'
0"
E,
843.10,
N
890
28'
47"
w,
547.33'
S
9°
28'
47"
E,
471.41'
S
89°
28'
47"
'
30.00'
N
40°
29'
i6"
=
158.71'
S
310
9'
50"
E
316.83'
N
9°
28'
47"
W,
560.00'
S
54°
28'
47"
E,
551.41'
N
54°
28'
47"
W,
490.00'
S
62°
49'
48"
Z,
30,20'
11
450
50'
36"
E,
127.42'
N
34°
45'
'_0"
=
68.83'
N
80°
22'
9"
E
48.07'
S
330
44�
0':
W,
125.00,
S
560
16 '
0"
E
200.00
J18
✓_> o
�zE
27
✓2 8
29.
,34.
_135.
Y37 .
r_g
✓n 1.
✓`4
42 43
BLOCK A
LOT 6
13.0814 ACRES
GB
INTERIOR LOT LINES
CURVE DATA
53
$1
BLOCK A
LOT 10
4.6827 AC.
GB
S
6I M� 72
0
r,
40
58 87 56
zs' BLOCK A
6' LOT 9
5 I T. S. GARVIN SURVEY 9.9204 ACRES
A- 466 G B
Q
CHORD
._.
_.._.
L
BEARING
19�
35;
2a"
1205.92'
412.34'
?t
53°
14'
33"
E
'
23"
1205.92'
260.80'
N
73°
3'
S7`
'
36°
=�^°
29,
30'
55.
15"
525.00'
3`4.44'
S
37°
35'
42"
W
3., °
40'
34"
25
.00'
S4.83'
S
32°
10'
22"
W
Eo
56"
354.23'
202.02'
N
18°
39'
43"
W
49,
33"
1205.92,
1S5.89'
S
670
27'
„5.,
W
-
56°
"5'
1205.92'
30.01'
S
86°
+44
30'•
W9
120
8
12"
2"
059.13'
254.72'
20o
:2
'•
S.
25'
36"
445.00'
327.45'
S
13°
44'
S_"
e!
'00°
53'
48"
735.00'
75.00,
"5.45'
S
6°
32'
14"
E
'CC,
29,
27"
65.00'
132.G7'
S
84°
_p'
S3"
W
'2°
42'
9°"
49"27"
365.00'
114.00'
N
83°
58'
43••
E
430
19'
917.40'
137.50'
*1
23°
56'
4 5"
i1
So
8'
22"
785.00'
352.04'
N
650
19'
3"
w
4500.00'
111.52'
N
370
5'
9"
W
1>°
15'
S5"
845.00'
472.87'
S
59°
59'
40"
W
,0
25'
225.13'
N
90
57.
23"
W
40
31"
1^05.92,
30,00'
N
870
40'
2"
E
50°
57"
565.00'
47.53'
S
610
14,
47"
W
20
6'
57"
215.00'
137.75'
N
650
30'
14"
60
52'
27"
1800.00,
66.474
S
23°
23'
54"
E
1800.00,
210.72'
S
270
48'
36"
E
40
4S'
'13"
722
13.
6.53,
S
W
23°
27.
23'.
565.00•
95.65,
S
560
56°
25'
39"
34"
W
20
^_ '
°
3-
722._8'
z
295.65'
S
170
10'
10,
S9"
W
36'
13"
1217.92'
57.27'
N
360
5'
59"
1205.92'
54.80'
N
34°
13'
36••
E
BLOCK A
LOT 7
25.9972 AC.
GB
CHORD
DISTANCE
410.34'
260.29'
323.8'_'
44.48'
=99.119,
185. 7i'
246.36' NO.
3'_9. 9:8,
115.35'%l.
115.66'
99.94'
187 , 12' 2.
341.70'✓3.
".13
472.65'J4.
224. 47'
30.00' f
47.52'
181.84'
66.46'i6.
210.60'✓7
6.SS'
47.52'i8.
293.59,
57.26'
54.10'
10.
Al.
/12.
�3.
/14.
✓t6
17.
4
0
s
I
1
N 89° 28' 47"W
1012.54'
0 R
23' 58' 33" 722.18'
09' 22' 51" 3,040.00'
07' 21' 12" 1,760.00'
09' 38' 26" 565.00,
06' 06' 56" 1,840.00'
50' 01, 57" 275.00'
48' 19' 27" 477.40'
05' 25' 35" 845.00'
06' 01' 15" 4,540.00'
06' 01' 1S" 4,460.06
27' 58' 44" 845.00'
00' 14' 51" 505.00'
05' 33' 20' 980.00,
32' 16' 23" 505.00'
84' 02' 37" 25.00'
41' 54' 04" 280.00'
53- 36' 19" 1,205.92'
BLOCK A
LOT 8
9.5058 Aracc
GB
GB
OVERALL BOUNDARY
CURVE DATA
V
� 0
a
W
7
s ,S 78023'02"E
/ 10.19'
CHORD
CHORD
L
BEARING
DISTANCE
41
302.20'
S 17'
26'
34" W
300.00'
N 16003'
10 19'22" E
36 4 ,,,z. 4
497.72'
S 34'
07'
15" W
497.17'
\r19.s31
295.07'
95.07'
S 21'
14" E
294.95'
FINAL PLAT
S 58'
50'
S0'
10" 'd
94.95'
196.40'
N 28'
06'
22" W
196.30'
OF
240.14'
S 65'
30'
14" W
232.58'
VISTA
RIDGE
MALL
402.65'
N 65'
19'
03" W
390.82'
80.03'
N 38'
26'
32" W
80.00,
A 103.5548 ACRE ADDITION TO THE GTY OF LEWISVILLE. TEXAS
477.07'
S 59'
59'
40" W
476.85'
OUT OF THE
468.66'
N 59'
59'
40" E
468.45'
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No, 466
412.63'
N 16'
18'
47" W
403.55'
2.18'
N 02'
12'
00" W
2.18'
VISTA RIDGE JOINT VENTURE
95.02'
N 16'
27'
22" W
94.99'
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
284.45'
N 23'
40'
56" E
280.71'
36.67'
N 02'
12'
11" W
33.47'
204.77'
N 23'
16'
28' W
200.23'
DANNENBAUM ENGINEERING CORPORATION
1,129.25'
N 61'
34'
38" E
1,087.54'
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. 3 OF 3
5
App.
ot18�tt P
R AE
t 6
to
13000l
X A
ig B
Eo_
M01 2.
N 12043' 22" W �'
1
39.57
Gtl�F,p
S 88053' 05"E
299.88' 4'
_
8 °II'E 150.75''°
N89012'24P�E
C,C320.94 P0
N m
W
N
VOL,
N��
m
�=
LOT 31 BLOCK A
N Von
JOS
'
4844 AC.
I�j
MED TEX SUBDIVISION
SECTION It
ESQ
315,
N
IF
N
N
IDcli
o
0
0
O
Z
llik
Fw
N 89040' 39"
520. 72'
N 880570 W
301.8 Tiq
A
�
RE p e 5L.
P. 0. B.
qON
pENO'ss
Ge
r
�✓
FINAL PLAT
MED—TEX SUBDIVISION
SECTION II -
LOT 3, BLOCK
A
y
4.844 ACRES IN
THE
EUGENE
PUCHALSKI SURVEY A-996
CITY
81 COUNTY OF DENTON,
TEXAS
f<iIOM
• -i
rr _
.< �C
LOCATION MAP
I 2000'
�C
-� OWNER
FIRST TEXAS MEDICAL, INC
®( SOW. M AIN
SUITE 201
LEWISVILLE, TEXAS
0
0
0
GRAPHIC SCALE IN FEET
0 . 300 400 5 0
Q
S1A1E. Oi AS
CO WI Y C) ,)12fI'0r;
II,RiAS, Ire, is, texas p rlical Inc. are the owners of a tract of land in the City of `� .t<> t,. the Eugene Puchalsl<i Survey, Abstract `,umber 996, Denton County, Texas, and >eing more ,trt:i_ ,.irt}
described as f;11o,�s:
3eginnino at a steel, pin on the west right -of -:day of Donnie Brae and the northeast corner of Lot 1,
Block I of the Denton Retirement Center;
Thence fdorth 88 degrees 57 minutes 05 seconds ;lest t:'ith the north Sine of said Lot 1, Denton
Retirement Center a distance of .301.?37 feet to a fence corner post;
Thence North 89 degrees 40 minutes 39 seconds >dest with the north line of said lot, Denton
Retirement: Center a distance of 520.72 feet to a steed. pin ae the northwest corner of said Lot 1,
also being on the east line of a tract shown by deed to Dr. James Hollis Jones;
Thence Borth 01 degrees 22 minutes 22 seconds tlest with the east line of said Jones Tract a distance
of 244.22 feet to a steel pin at the southwest corner of Got 2, Block A, i`led-Tex Subdivision;
Thence �ortli 89 degrees II minutes ()0 seconds East with the south line of said Lot 2, Block A, a
distance of 150 75 feet to a steel pin at the sout, theascorner of said Lot 2, Block A,
the southwest corner of hot I., Block A, "led -Tex Subdivision; also being
`['hence %orth 89 degrees 12 minutes 21; seconds East with the south dine of said !,at. i, Blocl< A, distance of 320,94 feet to a steel Pill at Che southeast corner of a said log Block A
Thence korfl-h 12 des, ees 43 minutes 22 seconds Ticst I:ith *.he east line of said Lot 1, f3lock A, a
distance of 39,57 feet to a steel pin at the sout'tle.st corner of `Pot `i of the Bonnie 3_ac Addition;
1'teree South •38 e'ei-rees 3; minutes 15 seconds st .with the south line ol. said Lot G a 299 88 foot to a steel Pill at. the s,>utiteast corner of distance of
Said a Pot 5, also being on the .,t risnt-of-
wty of said Bonnie Brae;
Thence South '12 degrees 37 minuLf's 37 seconds East with th<' Crest right-o£-way of said 3onnie '.Brae a
distance of 199.37 feet to a steel h_n at an angle point;
Thence South 12 de -roes 45 mi.huo -s 34 seconds Case with <;aid right-of-wa}' a distance o£ 99.:37 feet
to the Paint of Beginninn and eotLa hint; zn all 4.844 acres of land.
AIO TIIPREFORH,n Ot ALL III By " IIS. 1'Z1S' NIS:
THAT 4e, 1st i%ledicaj, Inc do nercb idoat Liras plat designat.it< the herein described property as
Lot 3, Kock A, iced -Tex Subdi.vzsiott `nctiou 11 '-o the City of Denton, [lepton Corntr, Texas, and do
hereby ded.rca to to the public us(,forever f,he streets and easemeniu m.ti vireo / � o
r sex-%'1:�-G[.f�-�'
S"TriT?; OF TEXAS
Vice Presider>�t, :111c:n Pierce
>efore ¢le, the uidcrsi-;nod notary Public for the StilLo of Tc:xas,
A] Ion Piercor, !,his rlay, personally appeared Pierce, known to to be the person whose name is subscribed to the foregoing instrument and
acknowledged to etc that he exec,rted the same for
the purpose and considerations therein expressed
and in the capacity stated.
Given under lay hand and seal of office this the 9 ay of g_, 1935,
1 Cary Public or the S, to of Texas
1 cq vi � UQ 71�oC—t f � u� s
Connissi.oai expires: Z�
U RVEY 0 R S CH—'T I F I C 1 P
?CtvO;s THESE i`iI \' i3Y TtIl:S; PRi St'itiT>'
That S, Stanford Iiauptmann, Registered Public Surveyor, do hereby
certify that S preparcc ,,> t
and description from an actaal and accurate survey of the lard and that the iron airs: s.owjt jlc �n r ' ere Placed under my personal supervision ih accordance with the law:
03 July 85
.�nM-
qP.• Stanfo l Ilauptmann
'Texas R-pistered Public
Surveyor Number 2255
STANFORD HAUPTMANN
:.... 2255.....'4.
G•. aF 7 ��,o; � p
A� � �•stt_li��
CERTIFICATE OF APPROVAL
Approved this 2a day of T4 Y A.D. 19 d$
by the Planning and Zoning Commission of the City of Denton, Texas.
Bill Claiborne, Chairman
X arlotte Allen, City Secretary
STATE OF TEXAS
COUNTY Of OENTON
THENCE along said curve an arc distance of 95.02 feet to a set iron rod;
THENCE South 60' 10' 37" East, 10.31 feet to a set iron rod;
THENCE North 73' 32' 38" East, 674.73 feet to a set iron rod at the beginning
of a non -tangent curve to the right having a central angle of 32' 16' 23", a
WHEREAS, Vista Ridge Joint Venture is the owner of a 103.5548 acre tract of land
radius of 505.00 feet, a chord bearing of north 23' 40' 56" East, and a chord
situated in the T.B. Garvin Survey, Abstract No. 466 and the L. Burgeois Survey,
distance of 280.71 feet;
Abstract No. 52, of Denton County, Texas, and also being part of a 203.7535 acre
tract and a 70.6735 acre tract conveyed to Trustees E-Systems, Inc. Pool Trust
THENCE along said curve an arc distance of 284.4S feet to a sat iron rod at
by deeds recorded in Volume 1228, Page 141, and Volume 1271, Page 244 respective-
the beginning of a curve to the left havirc a central angle of II4OZ' 37", a
ly, of the Deed Records of Denton County, Texas and being more particularly des-
radius of 25.00 feet, a chord bearing of�North 2' 12' 11" 'West, and a chord
cribed as follows:
distance of 33.47 feet;
3E6 i%L . C at a fo. ^.e
. 'I'.'7•concrete� monument * Cdrner at t.'2 intersection of t
" fee, t iron rod' � 30. 61 _e. to a s2 THENCE along curve an arc distance o ,
nE CE a o said cu <
g
westerly right -of -•way of I.H. 35E (variable widen) with the cut-off Iine
between the said •westerly line of l.H. 35E and the southerly line of F.P1. 3046
THENCE North 44' 13' 30" West, 15.33 feet to a set iron rod at the begin,,,ng,
(Round Grove Road) (120 foot right-of-way);
of a curve to the right having a central angle of 4" 5a' 0"' a radius of
230.00 feet, a chord bearing of North 23' 16' 28" 'West, and a chord distance
THENCE South 56' 16' 00" East, 1353.10 feet along the westerly right-of-way o`
of 2CO.23 feet:
the I.H. 35 to a concrete monument for corner;
THENCE along said curve an arc distance of 204.77 feet to a set iron rod;
THENCE South 62" 49' 48" East, 439.14 feet along said right-of-way of I.H. 35E
to a set iron rod for corner;
THENCE North 2' 19' 26" West, i37.38 feet to a set iron rod in the sate
a h beginning a` a
Grove and the be M. a (Round C o_ Road a southerly line of F. 30 0 ou d
Y ( ) 9 9
THENCE leaving said right-of-way of i.:I. 35E South 5' 27' 18" 'West, 455.33
non -tangent curve to the left having a central angle of 53' 36' 19", a radius
feet to a set iron rod at the beginning of a curve to the right having a
or 1205.92 feet, a chord bearing of North 67' 34' 38" East, and a cborg
central angle of 23' 58' 33", a radius of 722.18 feet, a chord bearing of
distance of 1087,5' feet;
South 17' 26' 34" 'West, and a chord distance of 300.00 feet;
i HENCE along said southerly line of F.M. 3040 and along said curve an arc
THENCE along said curve an arc distance of 302.20 feet to a set iron rod at
distance of 1128.25 feet to a set iron rod;
the beginning of a curve to the right having a central angle of 9° 22' 5i", a
-
radius of 3040.00 feet, a chord bearing of South 34' 07' 15" West, and a chord
THENCE North 35' 44' OS" East, 56.28 feet along said southerly line of F.M.
distance of 497.17 feet:
3040 to a set iron rod;
THENCE along said curve an arc distance of 497.72 feet to a set iron rod at
THENCE North 80' 22' 09" East, 93.15 Feet along the said cut-off line between
the beginning of a non -tangent curve to the left having a central angle of 7'
S.N. 35E and the southerly line of F.M. 3040 to
21' 12", a radius of 1760.00 feet, a chord bearing of South 27' 29' 14" East,
the westerly line of the said
103.5548 (4,510,848 square feet)
and a chord distance of 225.72 feet;
the POINT OF BEGINNING and containing acres
of land, more or less.
THENCE along said curve_ an arc distance of 225.33 feet to a set iron rod;
THENCE South 31' 09' 50" East. 307.91 feet to a set iron rod;
THENCE South 78' 23' 02" East, 10.19 feet to a set iron rod at the beginning SURVEYOR'S CERTIFICATE
of a non -tangent curve to the right having a central angle of 9° 38' 26", a
radius of 565.00 feet, a chord bearing of South 58' 50' 10" West, and a chord
distance of 94.95 feet;
KNOW ALL MEN BY THESE PRESENTS:
THENCE along said cure an arc distance of 95.07 feet to a set iron rod;
That [, Boyd L. Jones, do hereby certify that 1 prepared this plat from an
THENCE North 16' 03' 22" East, 10.19 feet to a set iron rod; actual and accurate survey of the land and that the corner monuments shown
thereon were properly placed under my personal supervision, in accordance wi tit
THENCE North 31' 09' 50" West, 307.91 feet to a set iron rod at the beginning the platting rules and regulations of the City Plan Commission of the City of
of a curve to the right having a central angle of 6' 06' 56", a radius of Lewisville, Te
1340.00 feet, a chord bearing of North 28' 06' 22" West, and a- chord distance �P,(F. QF j�•
of 196.30 feet;
THENCE along said curve an arc distance of 196.40 feet to a set iron rod; * • •'
THENCE South 40' 29' 16' West, 8S.26 f t�BOYD c H)NES
o a set iron rod at the beginning Boyo*nes, R. P, S.. N ,..1836i'" '
of a curve to the right having a central angle of 50' 01' 57", a radius of ...........................
275.00 feet, a chord bearing of S,.uth 65' 30' 14" 'West, and a chord distance 1836
of 232.58 feet: �`�;•, qF fo: pP7
N B dlgrEa .•%'k
THENCE along said curve an arc distance of 240.14 feet to a set iron rod; '� y C R,l
nnddersigned, a Notary Publ is in and for said County and
THENCE North 89' 28' 47" West, 1012.54 feet to a set iron rod at the beginning State, on thiix a� y personally appeared Boyd L. Jones, known to me to be the
of a curve to the richt having a central angle of 48- 19' 27", a radius of person whose name is subscribed to the foregoing instrument and acknowledged to
477.40 feet, a cord bearing of North 65' 19' 03" 'West, and a chord distance me that he executed the same for the purposes and considerations expressed, and
of 390,82 feet; in the capacity therein stated.
THENCE along said curve an arc distance of 402.65 feet to a set iron rod; GiVEN UNDER MY HAND AND SEAL OF OFFICE this the � day of � 1987
A.D.
THENCE North 41' 09' 20" West, 464.35 feet to a set iron rod at the beginning
of a curve to the right having a central angle of 5° 25' 35", a radius of
845.00 feet, a chord bearing of North 38' 26' 32" West, and a chord distance I
of 80.00 feet; � !'(1GCY_
THENCE along said cure an arc distance of 80.03 feet to a set iron rod; My Commission Expires: oott%a ublic i and fo Da�i County, Texas
o iENac Soutcurve to the righthaving88centraloangle set
ofr6'' Ole 15",at ha radius of ,4```�R11 P'V V emlefiia �GA.�
45do. 00 feet, a chord bearing of South 59' 59' 40" West, and a chord distance
p`,�p' •,..«..�B��i,�
of 476.85
feet;
O •• •y �p�
THENCE
along said Curve an arc distance of 477.07 feet to a set iron rod;
THENCE
South 63' 00' 18" West, 45.85 feet to a set iron rod;
y
THENCE
South 18' CO' 18" West, 10.61 feet to a set iron rod;
feet
''pxftFaOP''«";�p�
THENCE
North 25' 69' 42"'West, 9S.00 to a set iron rod:
THENCE
South 71' 59' 42" East, 10.61 feet to a set iron rod;
THENCE
North 63' 00' 18" East, 45.85 feet to a set iron rod at the beginning
to the left having b' 01' 15', radius
..
��� �� /-7` L/•
.- iu
�I J
of a
curve a central angle of a of
4460 00 feet, a chord hearing of North 59' 59' 40' East, and a chord distance
of 468.45
feet:
- l
-
',FENCE
along said curve an arc distance of 468.66 toot to a sec iron rod;
SEE SHEET 2
SEE SHEET
`1 -` O
THENCE
North 56° 59' 03" East, 55.88 feet to a set iron rod at the beginning
of a
non -tangent curve to the right having a central angle of 27' 58' 44", a
r a,/
�;�
radius
of 845.00 feet, a chord bearing of North 16' III' 47" West, and a chord
Y'
distance of 408.55 feet;
THENCE
along said curve an arc distance of 412.63 feet to a set iron rod at
� ��-'-� �I/c� .�-�
the beginning of a curve to the right having a central angle of 0' 14' 51", a
radius
of505.00 feet, a chord bearing of North 2' 12' 00" West, and a chord
f %_ f C r . _
�{'
I
di,tance or , 2.18 feet;
% F-
"
THENCE
along said curve an arc distance of 2.18 feet to a set iron rod;
Y
f Y ' /
THENCE
South 73' 32' 38" West, 646.89 feet to a set iron red;
THENCE
South 27' IS' 52" West, 10.37 feet to a set iron rod at the beginning
/% c / `z` i o
of a
non -tangent curve to the right curve having a central angle of 5' 33'
20",
a radius of 980.00 feet, a chord bearing of North 16' 27' 22" West, and a
/
-r
chord
distance of 94,99 feet;
67f`��>�X8 �c
v
v Y y l) ( �T he undersigned, t
NOW TnERf.FORE KNOW All MEN BY THESE PRESENTS: f,"", � / g ed, the City Secretary of the City gf Less 1 '� <as r lcb.
2thl i es .net tha foregoing final plat of the Vista Ridge Mal: Su' Ili s-on or
THAT, the undersigned, acting through a duly authorized representative to ((( Adcitlon to the City of Lewisville was submitted to the appropriate Plann,;.q and
do so, does hereby adopt this plat designating the hereinabove property as Vista ZoningCor.,mission �\49� City council as required by the ordinances of the City of
Ridge Mall, an addition to the City of Lewisville, Texas and does hereby dedi- Lawis+iile on the yw'� day of -�=\�, 1987, and such body by formal action.
Cate to the public use forever the streets and easements shown on this plat then and there accepted the dedication of streets, alleys, parks. ease^ents.
for the mutual use and accomaodation of all public and private utilities de- public places and water and sewer lines, as shown and set .forth in and upon
siring to use or using same. Any public or private utility shall have the and said body further autuorize+ the acceptance t.._,_07 10,+ signing a,
right to remove and keep removed all or part of any buildings, fences, trees, .einabove subscribed in the capacity stated.
shrubs or any Other improvements or growths which in any way endanger or in- -
Lerfere with the construction, maintenance or efficiency of its respective Witness by bane Vat day pfWLF... A.D iS87.
systems on any of these easement strips and any public or private utility
shall, at all times, have a right of ingress and egress to and from and upon
r h+ rconstructing,reconstructing,in-
specting, said easement strips for the purpose of
i r removing ll r part f its
s ctinpatrolling,maintainin and adding to oa o a o
Ps 9, 9 9 p
respective systems without necessity at any time of procuring the permission
of any one. This plat approved subject to all ordinances, rules, regulations,
and resolutions of the it f Lewisville Texas. C o
Y , /
WITNESS MY HAND this the Z day of Cen.eh 1987-
VISTA RIDGE JOINT VENTURE
BY: Vista Ridge Associates, Ltd.,
a Texas Limited Partnership,
Joint Venturer, ///jf✓�e^`
BY: Vista Ridge Mall Company, >i ,
a Texas General Partnership,
General Partner, t
BY: Herring -Marathon Master Partnership B, V�
a Texas General Partnership,
General Partner,
BY: Herring Marathon Group Inc., '
a Delaware Corporation,
M paging Partner,
e'
M.G. Herring, Jr., President
Before me, the undersigned, a Notary Public in and for said County and State,
on this day personally appeared M.G. Herring, Jr., known to me to be the per-
son whose name is subscribed to the foregoing instrument and acknowledged to
me that he executed the same for the purposes and considerations expressed,
and in the Capacity therein stated. - q A'
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the o2= day of 1987 A.D.
My� ionExpires
N ryPub i in and forDallas
C unity, Texa'
F"S"�7
6`
SHEET INDEX MAP
0 200 400 800 1,
GRAPHIC SCALE IN FEET }}
f�
PRESERVE TRACT
06 7�Q/'lip4.a�
fiat t'3 rris
y
Ci^+ ��ar - S y
City of Lewisville, Texas
Roc-sm..ended for Approval
Larry smi tn, airman .
P1 an n ing an Zoning Commission
City of Le lsville, Taxes
Approved and Accepted
�_ p'
Ann PomykalZ. Mayor
oily Ot L9wisvi! e, texas
VARIANCES
Ito q
Q1JNJn. 1 tr\
Cate T
m Ou cJn \101 \ Cir
1. Vista Ridge.'Joi nt•Venture shall construct an all weather temporary access
roadway to provide access for fire trucks and emergency vehicles during
building construction periods as required by the City of Lewisville. The
roadway shall have a minimum 20-foot width, shall be constructed with a
crushed stone base material (flexible base) compacted to a minimum 9-inch
thickness. and shall have firelane signing as per City of Lewisville fire
department regulations.
2. Building permit(s) will be issued by the City of Lewisville when water
systems are operational (prior to City of Lewisville acceptance of the
entire water system) to allow for placement of certain non-combustible
materials including: (1) concrete foundations (beams. piers, footings.
slabs. etc.): (2) structural steel (columns, beams. trusses. bracing,
etc.): (3) steel roof trusses and metal decking: and (4) exterior walls of
non-combustible material.
Construction of building interior walls and installation of , combustible
materials on -site will not be allowed until the City of Lewisville
inspects and approves construction of both public and private water and
sanitary sewer systems. and all public improvements in public streets.
3. Fire hydrants shall be located within a 300-foot radius or 400-foot
truck -lay for all building structures. fire hydrants shall be located
within either a 600-foot radius or truck -lay for all parking areas.
4, A private 8-inch water main with 2 fire hydrants shall be installed within
the Reserve Tract (see sheet index map for location) when building
construction begins thereon.
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. I OF 3
s
N 80°22'09"E
93.15'
N 35044'06'E
56.28'- _ ...
R.O.W. DEDICATION
0.3399 ACRES
1
0 `0,3?05-:
o�
SOS 17
18
S 2�?
�O 3 ('o
v �ojE �Oc
a a G
�o�NO
BLOCK A
LOT 2
s9g
300? 0.7834 AC.-- 23
zo�- �B12• �_,,,,,.. zoo. g
0 7 sv 6` 19
cD 2
20''
I v 22 14
15���
O �3t1
� 0 1
16 \`25
N
w
N 440I3'30'
15.33'
L . SURGEOJS SURVEY
A--52
s T 6A689
BERNDT ROAD
ABANDONED BY
CITY OF
LEWISVILLEG
BLOCK A
LOT 3
13.4259 ACRES
GB
9
ya,
BLOCK A
LOT 1
5.5600 AC.
GB
®-.
91LOCK A I
LOT 4
9.4307 ACRES
GB I
T. B. GARVIN SURVEY
A —466
BLOCK A
LOT 7
25.9972 ACRES
GB
4
FiU-ra
+)
Ql/ hV,f 31
Fi�111r �o
By—
BLOCK A
LOT 5
10.8273 ACRES
GB
U .,
0 50 IDO 200
GRAPHIC SCALE IN FEET
LEGEND
W.E. WATER EASEMENT
16 CURVE DATA - SEE SHEET 3
31 BEARING B DISTANCE DATA -SEE SHEET
1
GB
BLOCK A
LOT 10
4.6827 ACRES
GB
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986 SHEET NO.2 OF 5
0 50 100 200
GRAPHIC SCALE IN FEET
LEGEND
O
41
CURVE DATA
L, BURGE0IS SURVEY
A-52
BEARING B DISTANCE DATA
N56°59V0 '
55.88'
i
c � 3
N 63 00 IS E g' S 560 59'03" W 8
45.85�55.88'
S 71'59'42"E A.
6"
10.61'-- / 9
k
N 26°59'42'
95.00'
N'rS 63'00' 18"W BERNDT ROAD
45.85' ABANDONED
BY CITY OF
S 18000'18"W LEWISVILLE
10.61'
INTERIOR LOT LINES
BEARINGS & DISTANCES
S 560 -6' 0" E, 470, 00'
2 S 0 44' 0„ _25.00'
N 560 16' W. 110,00'
4. S 81° s' 43" W. 203.69,
5. S 350 ' 12" W, 420.00'
6. N 540 28' 47" W. 399.63'
7 N 2° 19' 16" W, 18.45'
a. N 78° 36' 11" E, 630.59'
9. S 54° 2847" E 40.00'
10" N 350 31' 13" E. 4OO.00'
1'. N 54° 28' 47" W, 58.92'
12, N 9° 28' 47" W. 100.08,
13. ''! 3S° 3" 13" E, 130.00'
N 54° 28' 47" W, 499.63'
15. S 2° 194 26" E 95.46'
16. S 9° 42' 0" w, 100,00'
7. S 560 :6, 0" - 40.00'
18. S 5° 39' 39" W 85.00,
i9. S 560 16' 0" E, 30.00'
20' S 33° 44' 0" W, 640.00'
2= S 780 44' 0" W, 28.28'
12.S 33° 44' 0" W, 66.24'
23. N 540 28' 47" W, 320.55'
24. N 350 31' 13" E, 95.7_'
25. a 540 284 47" W, 149.64:
.'.6. N 54° 28' 47" W. 100.00
27. S 620 49' 48" E, 40.26'
28. S 33° 44' 0" W, 169.18,
29 N 450 22' 13" w. 58.82'
30. S 35° 31' '_3" W, 432.1_8,
3i N 54° 28' 47" w, 6: 4i'
32, S 35° 31' _ 23' ' W, 100.15'
33. N 54° 28' 47" W, '68.36'
34. S 35° 21' .' w, :50.00,
35 N 540 28' 47" 358.02'
36. '.1- :6' 0" W. '_18.29'
27. N 330 44, 0" 640.00'
38. S 56° 16' C" E, 694.30'
39. S 450 46' 34" E, 28,71'
40. N 33° 44 0" 2 108,45'
41. d 26° 59' 42" W, 47.50'
42. N 78° 36' 11" E, 717.62'
43. S 540 28' 47" =, 400.00,
44. S 35° 31' 13" W, 180.00'
45. S 90 28' 47" E, 150.00'
46. S 35° 3?.' 13" w. 42.43'
47
4a
49
50
5i
✓52
54
55
56
57
58
59
60
61
62
63
64
65.
66,
67,
68.
69.
70.
71.
72.
71.
74.
75.
76.
77.
78,
79.
w
S
90
28'
47"
E,
340.00'
N
890
28'
47"
W,
150.00'
N
4io
9'
20"
W,
464.35'
S
560
59'
3"
W
"g
93,
S
630
0'
18"
W,
53.35'
S
62°
49'
48"
E
368.68,
N
840
19'
0.,
S
35°
31'
13"
w,
294.14'
S
540
28'
47"
E.
77.65'
S
9°
28'
47"
E,
82.59'
N
490
28'
47"
W
70.56'
S
850
3'_'
13"
W,
N
350
31'
13"
E,
125.00'
N
540
28'
47"
W.
310.00'
S
35°
31'
13"
W.
31 C.00'
S
90
28'
47"
E,
600.00,
N
89°
28'
47"
W,
465.21'
N
160
59'
42"
W.
47,
SO-
S
560
16'
0"
E,
843.10,
N
890
28'
47"
w,
547.33'
S
9°
28'
47"
E,
471.41'
S
89°
28'
47"
'
30.00'
N
40°
29'
i6"
=
158.71'
S
310
9'
50"
E
316.83'
N
9°
28'
47"
W,
560.00'
S
54°
28'
47"
E,
551.41'
N
54°
28'
47"
W,
490.00'
S
62°
49'
48"
Z,
30,20'
11
450
50'
36"
E,
127.42'
N
34°
45'
'_0"
=
68.83'
N
80°
22'
9"
E
48.07'
S
330
44�
0':
W,
125.00,
S
560
16 '
0"
E
200.00
J18
✓_> o
�zE
27
✓2 8
29.
,34.
_135.
Y37 .
r_g
✓n 1.
✓`4
42 43
BLOCK A
LOT 6
13.0814 ACRES
GB
INTERIOR LOT LINES
CURVE DATA
53
$1
BLOCK A
LOT 10
4.6827 AC.
GB
S
6I M� 72
0
r,
40
58 87 56
zs' BLOCK A
6' LOT 9
5 I T. S. GARVIN SURVEY 9.9204 ACRES
A- 466 G B
Q
CHORD
._.
_.._.
L
BEARING
19�
35;
2a"
1205.92'
412.34'
?t
53°
14'
33"
E
'
23"
1205.92'
260.80'
N
73°
3'
S7`
'
36°
=�^°
29,
30'
55.
15"
525.00'
3`4.44'
S
37°
35'
42"
W
3., °
40'
34"
25
.00'
S4.83'
S
32°
10'
22"
W
Eo
56"
354.23'
202.02'
N
18°
39'
43"
W
49,
33"
1205.92,
1S5.89'
S
670
27'
„5.,
W
-
56°
"5'
1205.92'
30.01'
S
86°
+44
30'•
W9
120
8
12"
2"
059.13'
254.72'
20o
:2
'•
S.
25'
36"
445.00'
327.45'
S
13°
44'
S_"
e!
'00°
53'
48"
735.00'
75.00,
"5.45'
S
6°
32'
14"
E
'CC,
29,
27"
65.00'
132.G7'
S
84°
_p'
S3"
W
'2°
42'
9°"
49"27"
365.00'
114.00'
N
83°
58'
43••
E
430
19'
917.40'
137.50'
*1
23°
56'
4 5"
i1
So
8'
22"
785.00'
352.04'
N
650
19'
3"
w
4500.00'
111.52'
N
370
5'
9"
W
1>°
15'
S5"
845.00'
472.87'
S
59°
59'
40"
W
,0
25'
225.13'
N
90
57.
23"
W
40
31"
1^05.92,
30,00'
N
870
40'
2"
E
50°
57"
565.00'
47.53'
S
610
14,
47"
W
20
6'
57"
215.00'
137.75'
N
650
30'
14"
60
52'
27"
1800.00,
66.474
S
23°
23'
54"
E
1800.00,
210.72'
S
270
48'
36"
E
40
4S'
'13"
722
13.
6.53,
S
W
23°
27.
23'.
565.00•
95.65,
S
560
56°
25'
39"
34"
W
20
^_ '
°
3-
722._8'
z
295.65'
S
170
10'
10,
S9"
W
36'
13"
1217.92'
57.27'
N
360
5'
59"
1205.92'
54.80'
N
34°
13'
36••
E
BLOCK A
LOT 7
25.9972 AC.
GB
CHORD
DISTANCE
410.34'
260.29'
323.8'_'
44.48'
=99.119,
185. 7i'
246.36' NO.
3'_9. 9:8,
115.35'%l.
115.66'
99.94'
187 , 12' 2.
341.70'✓3.
".13
472.65'J4.
224. 47'
30.00' f
47.52'
181.84'
66.46'i6.
210.60'✓7
6.SS'
47.52'i8.
293.59,
57.26'
54.10'
10.
Al.
/12.
�3.
/14.
✓t6
17.
4
0
s
I
1
N 89° 28' 47"W
1012.54'
0 R
23' 58' 33" 722.18'
09' 22' 51" 3,040.00'
07' 21' 12" 1,760.00'
09' 38' 26" 565.00,
06' 06' 56" 1,840.00'
50' 01, 57" 275.00'
48' 19' 27" 477.40'
05' 25' 35" 845.00'
06' 01' 15" 4,540.00'
06' 01' 1S" 4,460.06
27' 58' 44" 845.00'
00' 14' 51" 505.00'
05' 33' 20' 980.00,
32' 16' 23" 505.00'
84' 02' 37" 25.00'
41' 54' 04" 280.00'
53- 36' 19" 1,205.92'
BLOCK A
LOT 8
9.5058 Aracc
GB
GB
OVERALL BOUNDARY
CURVE DATA
V
� 0
a
W
7
s ,S 78023'02"E
/ 10.19'
CHORD
CHORD
L
BEARING
DISTANCE
41
302.20'
S 17'
26'
34" W
300.00'
N 16003'
10 19'22" E
36 4 ,,,z. 4
497.72'
S 34'
07'
15" W
497.17'
\r19.s31
295.07'
95.07'
S 21'
14" E
294.95'
FINAL PLAT
S 58'
50'
S0'
10" 'd
94.95'
196.40'
N 28'
06'
22" W
196.30'
OF
240.14'
S 65'
30'
14" W
232.58'
VISTA
RIDGE
MALL
402.65'
N 65'
19'
03" W
390.82'
80.03'
N 38'
26'
32" W
80.00,
A 103.5548 ACRE ADDITION TO THE GTY OF LEWISVILLE. TEXAS
477.07'
S 59'
59'
40" W
476.85'
OUT OF THE
468.66'
N 59'
59'
40" E
468.45'
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No, 466
412.63'
N 16'
18'
47" W
403.55'
2.18'
N 02'
12'
00" W
2.18'
VISTA RIDGE JOINT VENTURE
95.02'
N 16'
27'
22" W
94.99'
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
284.45'
N 23'
40'
56" E
280.71'
36.67'
N 02'
12'
11" W
33.47'
204.77'
N 23'
16'
28' W
200.23'
DANNENBAUM ENGINEERING CORPORATION
1,129.25'
N 61'
34'
38" E
1,087.54'
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. 3 OF 3
5
App.
ot18�tt P
R AE
t 6
to
13000l
X A
ig B
Eo_
M01 2.
N 12043' 22" W �'
1
39.57
Gtl�F,p
S 88053' 05"E
299.88' 4'
_
8 °II'E 150.75''°
N89012'24P�E
C,C320.94 P0
N m
W
N
VOL,
N��
m
�=
LOT 31 BLOCK A
N Von
JOS
'
4844 AC.
I�j
MED TEX SUBDIVISION
SECTION It
ESQ
315,
N
IF
N
N
IDcli
o
0
0
O
Z
llik
Fw
N 89040' 39"
520. 72'
N 880570 W
301.8 Tiq
A
�
RE p e 5L.
P. 0. B.
qON
pENO'ss
Ge
r
�✓
FINAL PLAT
MED—TEX SUBDIVISION
SECTION II -
LOT 3, BLOCK
A
y
4.844 ACRES IN
THE
EUGENE
PUCHALSKI SURVEY A-996
CITY
81 COUNTY OF DENTON,
TEXAS
f<iIOM
• -i
rr _
.< �C
LOCATION MAP
I 2000'
�C
-� OWNER
FIRST TEXAS MEDICAL, INC
®( SOW. M AIN
SUITE 201
LEWISVILLE, TEXAS
0
0
0
GRAPHIC SCALE IN FEET
0 . 300 400 5 0
Q
S1A1E. Oi AS
CO WI Y C) ,)12fI'0r;
II,RiAS, Ire, is, texas p rlical Inc. are the owners of a tract of land in the City of `� .t<> t,. the Eugene Puchalsl<i Survey, Abstract `,umber 996, Denton County, Texas, and >eing more ,trt:i_ ,.irt}
described as f;11o,�s:
3eginnino at a steel, pin on the west right -of -:day of Donnie Brae and the northeast corner of Lot 1,
Block I of the Denton Retirement Center;
Thence fdorth 88 degrees 57 minutes 05 seconds ;lest t:'ith the north Sine of said Lot 1, Denton
Retirement Center a distance of .301.?37 feet to a fence corner post;
Thence North 89 degrees 40 minutes 39 seconds >dest with the north line of said lot, Denton
Retirement: Center a distance of 520.72 feet to a steed. pin ae the northwest corner of said Lot 1,
also being on the east line of a tract shown by deed to Dr. James Hollis Jones;
Thence Borth 01 degrees 22 minutes 22 seconds tlest with the east line of said Jones Tract a distance
of 244.22 feet to a steel pin at the southwest corner of Got 2, Block A, i`led-Tex Subdivision;
Thence �ortli 89 degrees II minutes ()0 seconds East with the south line of said Lot 2, Block A, a
distance of 150 75 feet to a steel pin at the sout, theascorner of said Lot 2, Block A,
the southwest corner of hot I., Block A, "led -Tex Subdivision; also being
`['hence %orth 89 degrees 12 minutes 21; seconds East with the south dine of said !,at. i, Blocl< A, distance of 320,94 feet to a steel Pill at Che southeast corner of a said log Block A
Thence korfl-h 12 des, ees 43 minutes 22 seconds Ticst I:ith *.he east line of said Lot 1, f3lock A, a
distance of 39,57 feet to a steel pin at the sout'tle.st corner of `Pot `i of the Bonnie 3_ac Addition;
1'teree South •38 e'ei-rees 3; minutes 15 seconds st .with the south line ol. said Lot G a 299 88 foot to a steel Pill at. the s,>utiteast corner of distance of
Said a Pot 5, also being on the .,t risnt-of-
wty of said Bonnie Brae;
Thence South '12 degrees 37 minuLf's 37 seconds East with th<' Crest right-o£-way of said 3onnie '.Brae a
distance of 199.37 feet to a steel h_n at an angle point;
Thence South 12 de -roes 45 mi.huo -s 34 seconds Case with <;aid right-of-wa}' a distance o£ 99.:37 feet
to the Paint of Beginninn and eotLa hint; zn all 4.844 acres of land.
AIO TIIPREFORH,n Ot ALL III By " IIS. 1'Z1S' NIS:
THAT 4e, 1st i%ledicaj, Inc do nercb idoat Liras plat designat.it< the herein described property as
Lot 3, Kock A, iced -Tex Subdi.vzsiott `nctiou 11 '-o the City of Denton, [lepton Corntr, Texas, and do
hereby ded.rca to to the public us(,forever f,he streets and easemeniu m.ti vireo / � o
r sex-%'1:�-G[.f�-�'
S"TriT?; OF TEXAS
Vice Presider>�t, :111c:n Pierce
>efore ¢le, the uidcrsi-;nod notary Public for the StilLo of Tc:xas,
A] Ion Piercor, !,his rlay, personally appeared Pierce, known to to be the person whose name is subscribed to the foregoing instrument and
acknowledged to etc that he exec,rted the same for
the purpose and considerations therein expressed
and in the capacity stated.
Given under lay hand and seal of office this the 9 ay of g_, 1935,
1 Cary Public or the S, to of Texas
1 cq vi � UQ 71�oC—t f � u� s
Connissi.oai expires: Z�
U RVEY 0 R S CH—'T I F I C 1 P
?CtvO;s THESE i`iI \' i3Y TtIl:S; PRi St'itiT>'
That S, Stanford Iiauptmann, Registered Public Surveyor, do hereby
certify that S preparcc ,,> t
and description from an actaal and accurate survey of the lard and that the iron airs: s.owjt jlc �n r ' ere Placed under my personal supervision ih accordance with the law:
03 July 85
.�nM-
qP.• Stanfo l Ilauptmann
'Texas R-pistered Public
Surveyor Number 2255
STANFORD HAUPTMANN
:.... 2255.....'4.
G•. aF 7 ��,o; � p
A� � �•stt_li��
CERTIFICATE OF APPROVAL
Approved this 2a day of T4 Y A.D. 19 d$
by the Planning and Zoning Commission of the City of Denton, Texas.
Bill Claiborne, Chairman
X arlotte Allen, City Secretary
STATE OF TEXAS
COUNTY Of OENTON
THENCE along said curve an arc distance of 95.02 feet to a set iron rod;
THENCE South 60' 10' 37" East, 10.31 feet to a set iron rod;
THENCE North 73' 32' 38" East, 674.73 feet to a set iron rod at the beginning
of a non -tangent curve to the right having a central angle of 32' 16' 23", a
WHEREAS, Vista Ridge Joint Venture is the owner of a 103.5548 acre tract of land
radius of 505.00 feet, a chord bearing of north 23' 40' 56" East, and a chord
situated in the T.B. Garvin Survey, Abstract No. 466 and the L. Burgeois Survey,
distance of 280.71 feet;
Abstract No. 52, of Denton County, Texas, and also being part of a 203.7535 acre
tract and a 70.6735 acre tract conveyed to Trustees E-Systems, Inc. Pool Trust
THENCE along said curve an arc distance of 284.4S feet to a sat iron rod at
by deeds recorded in Volume 1228, Page 141, and Volume 1271, Page 244 respective-
the beginning of a curve to the la., having a central angle of II4' 02' 37
ly, of the Deed Records of Denton County, Texas and being more particularly des-
radius of 25.00 feet, a chord bearing of�North 2' 12' 11" 'West, and a chord
cribed as follows:
distance of 33.47 feet;
3E6 i%L . C at a fo. ^.e
. 'I'.'7•concrete� monument * COrner at t.'2 intersection of t
" fee, t iron rod' � 30. 6, _et to a s2 THENCE along curve an arc distance o ,
nE CE a o said cu <
g
westerly right -of -•way of I.H. 35E (variable width) with the cut-off line
between the said •westerly line of l.H. 35E and the southerly line of F.P1. 3046
THENCE North 44' 13' 30" West, 15.33 feet to a set iron rod at the begin,i,ng,
(Round Grove Road) (120 foot right-of-way);
of a curve to the right having a central angle of 4i' 5a' 04" a radius of
230.00 €eet, a chord bearing of North 23' 16' 28" 'West, and a chord distance
THENCE South 56' 16' 00" East, 1353.10 feet along the westerly right-of-way o`
of 2CO.23 feet:
the I.H. 35 to a concrete monument for corner;
THENCE along said curve an arc distance of 204.77 feet to a set iron rod;
- THENCE South 62" 49' 48" East, 439.14 feet along said right-of-way of I.H. 35E
to a set iron rod for corner;
. r Fee,
'7 d iron rod in Mc Sdia
THENCE North 6�' West Is .33 ,_ to Sot
,.�Ce No L 2° 19' 2
ey h beginning a` a
Grove an the be line f F.M. 3040 Round C o_ Road a southerly e o 9 9
r -
' t
7NuVCE leaving said right-o,-way o` i.'i. 35E South 5° 27 .3 west, 4oS."s3
c
r 'r angle � p3' 30' l a c:us
f' having a central a e o non -tangent curve to the let a
ge g �
feet to a set iron rod at the beginning of a curve to the right having a
or 1205.92 feet, a chord bearing of North 6:' 34' 38" East, and a cborg
central angle of 23' 58' 33", a radius of 722.18 feet, a chord bearing of
distance of 1087. Sa feet:
South 17' 26' 34" 'West, and a chord distance of 3GO.00 feet;
i HENCE along said southerly line of F.M. 3040 and along said curve an arc
THENCE along said curve an arc distance of 302.20 feet to a set iron rod at
distance of 1128.25 feet to a set iron rod;
the beginning of a curve to the right having a central angle of 9° 22' 5i", a
-
radius of 3040.00 feet, a chord bearing of South 34' 07' 15" West, and a chord
THENCE North 35' 44' OS" East, 56.28 feet along said southerly line of F.M.
distance of 497.17 feet:
3040 to a set iron rod;
THENCE along said curve an arc distance of 497.72 feet to a set iron rod at
THENCE North 80' 22' 09" East, 93.15 Feet along the said cut-off line between
the beginning of a non -tangent curve to the left having a central angle of 7'
S.N. 35E and the southerly line of F.M. 3040 to
21' 12", a radius of 1760.00 feet, a chord bearing of South 27' 29' 14" East,
the westerly line of the said
103.5548 (4,510,848 square feet)
and a chord distance of 225.72 feet;
the POINT OF BEGINNING and containing acres
of land, more or less.
THENCE along said curve_ an arc distance of 225.33 feet to a set iron rod;
THENCE South 31' 09' 50" East. 307.91 feet to a set iron rod;
THENCE South 78' 23' 02" East, 10.19 feet to a set iron rod at the beginning SURVEYOR'S CERTIFICATE
of a non -tangent curve to the right having a central angle of 9° 38' 26", a
radius of 565.00 feet, a chord bearing of South 58' 50' 10" West, and a chord
distance of 94.95 feet;
KNOW ALL MEN BY THESE PRESENTS:
THENCE along said curve an arc distance of 95.07 feet to a set iron rod;
That [, Boyd L. Jones, do hereby certify that 1 prepared this plat from an
THENCE North 16' 03' 22" East, 10.19 feet to a set iron rod; actual and accurate survey of the land and that the corner monuments shown
thereon were properly placed under my personal supervision, in accordance with
THENCE North 31' 09' 50" West, 307.91 feet to a set iron rod at the beginning the platting rules and regulations of the City Plan Commission of the City of
of a curve to the right having a central angle of 6' 06' 56", a radius of Lewisville, Te
1340.00 feet, a chord bearing of North 28' 06' 22" West, and a' chord distance OF j�•
of 196.30 feet;
THENCE along said curve an arc distance of 196.40 feet to a set iron rod: * �• • �• •'�sk �
THENCE South 40' 29' 16' West, SS.26 f to a set iron rod at the beginning Boy, LI ones, *al , S.. N ,.. 1836
...................
of a curve to the right having a central angle of 50' 01' 57", a radius of ...........................
275.00 feet, a chord bearing of S,.uth 65' 30' 14" 'West, and a chord distance 1836
of 232.53 feet: T`�;•,
N dlgrEa .•�'k
THENCE along said curve an arc distance of 240.14 feet to a set iron rod; '�B y C R�
Before4- � ��.,�dersigned, a Notary Public in and for said County and
THENCE North 89' 28' 47" West, 1012.54 feet to a set iron rod at the beginning State, on thiix a� y personally appeared Boyd L. Jones, known to me to be the
of a curve to the richt having a central angle of 48- 19' 27", a radius of person whose name is subscribed to the foregoing instrument and acknowledged to
477.40 feet, a cord bearing of North 65' 19' 03" 'West, and a chord distance me that he executed the same for the purposes and considerations expressed, and
of390.82 feet; in the capacity therein stated. �`��
THENCE along said curve an arc distance of 402.65 feet to a set. iron rod; GIVEN UNDER MY HC,VD AND SEAL OF OFFICE this the � day of �,r.�,k 1987
A.D.
THENCE North 41' 09' 20" West, 464.35 feet to a set iron rod at the beginning
of a curve to the right having a central angle of S' 25' 351., a radius of
845.00 feet, a chord bearing of North 38' 26' 32" West, and a chord distance I
of 80.00 feet; � !'(1GCY_
THENCE along said cure an arc distance of 80.03 feet to a set iron rod; My Commission Expires: oott%a ublic i and fo Oali County, Texas
o �ENac Soutcurve to the right having 88centraloangle set
ofr6'' Ole 15",at ha rradiuslo ,4```�RI P'V ,4ii V es e y i a 5GA./-
4540.00 feet, a chord bearing of South 59' 59' 40" West, and a chord distance p`.C% •,..«..�4$' iA
of 476.85 feet; O •� •y �'. THENCE along said Curve an arc distance of 477.07 feet to a set iron rod; _
THENCE South 63' 00' 18" West, 45.85 feet to a set iron rod; CO
THENCE South 18' CO' 18" West, 10.61 feet to a set iron rod;
THENCE North 25' 59' 42" West, 9S.00 feet to a set iron rod: ''pxftF aO Fat`�,p,
THENCE South 71° 59' 42" East, 10.61 feet to a set iron rod;
i7ENCE North 63' 00' 18" East, 45.85 feet to a set Iron rod at the beginning _ y / ,�u �J J /
of a curve to the left having a central angle of 6' 01' 16', a gad :us of ��`� �� /-7` /-/• � f it,,. Lrr,i"r (h -`i-^ (V//�.-•
4460 00 feet, a chord hearing of North 59' 59' 40 East, and a chord distance
of 468.45 feet: - / - '
,FENCE along said curve an arc distance of 468.66 feet to a set iron rod; - SEE SHEET 2
SEE SHEET 3
THENCE North 56' 59' 03" East, 55.88 feet to a set iron rod at the beginning��p
of a non -tangent curve to the right having a central angle of 27' 58' 44", a
9 9 9 9
radius of 845.00 feet, a chord bearing of North 16' III' 47" West, and a chord It- 4`�
distance of 408.55 feet;
VVV
THENCE alon said curve an arc distance of 412 63 feet to a set iron rod at �. / -'- ^�f/r•1 .f,
BLOCK A
LOT 2'�
47 -
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: E"Y_ L - , the undersigned, the City Secretary of the City of Lewis 1 T<as
/ I 2g'?'*, f i es that the foregoing `inal plat of the Vista Ridge'1 1, Su' Ili s-oh or
THAT, the undersigned, acting through a duly authorized representative to Acc:tion to the City of Lewisville was submitted to the appropriate Plann,;.q and
do so, does hereby adopt this plat designating the hereinabove property as Vista Zoning Commission �\QQ� City Council as required by the ordinances of the City of
Ridge Mall, an addition to the City of Lewisville, Texas and does hereby dedi. Lewisville on the yw'� day of -�=\�, 1987, and such body by formal ac U on.
Cate to the public use forever the streets and easements shown on this plat Lien and there accepted the dedication of streets, alleys, parks. easements.
for the mutual use and accom,odation of all public and private utilities de- public places and water and sewer lines, as shown and set forth in and upoio
siring to use or using same. Any public or private utility shall have the and said body further autnorize+ the acceptance t.._,_07 i,,` signing a,
right to remove and keep removed all or part of any buildings, fences, trees, ..-.einabove subscribed in the capacity stated.
shrubs or any Other improvements or growths which in any way endanger or in- -t
Lerfere with the construction, maintenance or efficiency of its respective •fitness by land t;^is Va gay pf A.D iS87.
systems on any of these easement strips and any public or private utility
shall, at all times, have a right of ingress and egress to and from and upon
r h+ rconstructing,reconstructing,in-
specting, said easement strips for the purpose of
i r removing ll r part f its
s ctinpatrolling,maintainin and adding to oa o a o
Ps 9, 9 9 p
respective systems without necessity at any time of procuring the permission
of any one. This plat approved subject to all ordinances, rules, regulations,
and resolutions of the it f Lewisville Texas. C o
Y , /
WITNESS MY HAND this the Z day of Cen.eh 1987.
VISTA RIDGE JOINT VENTURE
BY: Vista Ridge Associates, Ltd.,
a Texas Limited Partnership,
Joint Venturer, ///jf✓�e^`
BY: Vista Ridge Mall Company, >j ,
a Texas General Partnership,
General Partner, t ,
BY: Herring -Marathon Master Partnership B, VV
a Texas General Partnership,
General Partner,
BY: Herring Marathon Group Inc., '
a Delaware Corporation,
M paging Partner,
e'
M.G. Herring, Jr., President
Before me, the undersigned, a Notary Public in and for said County and State,
on this day personally appeared M.G. Herring, Jr., known to me to be the per-
son whose name is subscribed to the foregoing instrument and acknowledged to
me that he executed the same for the purposes and considerations expressed,
and in the Capacity therein stated. - q A'
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the o2= day of 1987 A.D.
My� ionExpires
BLOCK A
LOT 3
N ry ub i in and foras
C linty, Texa'
FWS�7
r 6`
BLOCK A
LOT 6
BLOCK A
LOT 1
BLOCK A
LOT 4
BLOCK A
LOT 71
0 200 4.00 BOO
GRAPHIC SCALE IN FEET
� RESERVE TRACT
BLOCK A
LOT 5
BLOCK A
LOT
..the beginning of a curve to the right having a central angle of 0' 14' 51", a \�
radius o`505.00 feet, a chord bearing of North 2' 12' 00" West, and a chord
di,tance of
, 2.18 feet;
THENCE along said curve an arc distance of 2.18 feet to a set iron rod;_ /
THENCE South 73' 32' 38" West, 646.89 feet to a set iron red; �� CI _ ��' '/ `� , f<- '
THENCE South 27' IS' 52" west, 10.37 feet to a set iron rod at the beginning /%- % c `z` 7o ,�,., �"✓f'trt} ,,i; �h4,4 SHEET INDEX MAP
o; a non -tangent curve to the right curve having a central angle of 5' 33'
20", a radius of 980.00 feet, a chord bearing of North 16' 27' 22" West, and a
chord distance of 94.99 feet;
06 7�Q/'lip4.a�
Bat :'3 rris
y
Ci^r ��ar - S y
City of Lewisville, Texas
Rzc-sm..ended for Approval
1.
V
frl $m - n airman
0
an ain 9 ar Zon n9 Commission
�r vi ' .. �l o. �� s )fie. Texas
Approved and Accepted
�_ p'
Ann PomykalZ. Mayor
oily Ot L9wisvi! e, texas
VARIANCES
Ito q
Q1JNJn. 1 tr\
Cate
mOucJn \L0i\Cir
Date
1. Vista Ridge.'Joi nt'Venture shall construct an all weather temporary access
roadway to provide access for fire trucks and emergency vehicles during
building construction periods as required by the City of Lewisville. The
roadway shall have a minimum 20-foot width, shall be constructed with a
crushed stone base material (flexible base) compacted to a minimum 9-inch
thickness. and shall have firelane signing as per City of Lewisville fire
department regulations.
2. Building permit(s) will be issued by the City of Lewisville when water
systems are operational (prior to City of Lewisville acceptance of the
entire water system) to allow for placement of certain non-combustible
materials including: (1) concrete foundations (beams. piers, footings.
slabs. etc.): (2) structural steel (columns, beams. trusses. bracing,
etc.): (3) steel roof trusses and metal decking: and (4) exterior walls of
non-combustible material.
Construction of building interior walls and installation ofcombustible
materials on -site will not be allowed until the City of Lewisville
inspects and approves construction of both public and private water and
sanitary sewer systems. and all public improvements in public streets.
3. Fire hydrants shall be located within a 300-foot radius or 400-foot
truck -lay for all building structures. fire hydrants shall be located
within either a 600-foot radius or truck -lay for all parking areas.
4. A private 8-inch water main with 2 fire hydrants shall be installed within
the Reserve Tract (see sheet index map for location) when building
construction begins thereon.
FINAL PLAT
OF
VISTA RIDGE MALL
BLOCKIAA 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
LOT I� OUT OF THE
j SEE SHEET 2
f ,lf SEE SHEET 3 L. BURG EONS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. I OF 3
N (D
I a
Q Q
BLOCK A
LOT 2
0.7834 AC.
4h
>,0�
Z
.B1`b
Q
7
I
j
to
r 22
mf_
N 44013'30"W'
15.33'
j:,,• 15
L . SURGEOJS SURVEY
A--52
14 `�'
o/ � 2s
E
s ?3^
BERNDT ROAD
ABANDONED BY
CITY OF
LEWISVILLEG
N 80022'09"E
93.15'
N 35044'06'E
56.28'-- _ ...
R.O.W. DEDICATION
0.3399 ACRES
o�
SOS 17
�QV
BLOCK A
LOT 3
13.4259 ACRES
GB
'
8 , p� ,a.--
BLOCK A
LOT 1
5.5600 AC.
GB
LOCK A I
LOT 4
9.4307 ACRES 1
GB ,I 1
T. B. GARVIN SURVEY
A -466
BLOCK A
LOT 7
25.9972 ACRES
GB
F'L -T,
Ql/ hV,f JOI
Fi�111r �o
8Y
BLOCK A
LOT 5
10.8273 ACRES
GB
U :r
o 4
3-
0 50 100 200
GRAPHIC SCALE IN FEET
LEGEND
W.E. WATER EASEMENT
16 CURVE DATA - SEE SHEET 3
31 BEARING B DISTANCE DATA -SEE SHEET
a—.
BLOCK A
LOT 10
4.6827 ACRES
GB
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986 SHEET NO.2 OF 5
0 50 100 200
GRAPHIC SCALE IN FEET
W
L, BURGEOJS SURVEY
A-52
1 > srr
NLo
i� -lL ati 7'j
1 a a
42 43 53
rr3.
LEGEND
N56059V E
O CURVE DATA
55.88'
5 O
4I BEARING B DISTANCE DATA
32
nba
10
N 63° 00' 18"E
45.85
�i
/ 3 , S 560
�
/
59'03" W 8
\\
�� >
a
55.88'
S 71°59'42'E ^'
10.61'--
9
1
2
Ik
Rio
N 26°59'42'
u� 9
95.00' I
s"
N'r
S 63°00' 18"W
BERNDT ROAD
45.85'
ABANDONED
BY CITY OF
S 18000'18"w
LEWISVILLE
G B
10.61'
BLOCK A
LOT 6
13.0814 ACRES
GB
31 I
�F
INTERIOR LOT LINES
BEARINGS & DISTANCES
7
O
J$
S 56° 16'
0"
E
470, 00
48-
s
9 0
E
340.00
-INTERIOR LOT LINES
4
2.
S 330 44'
C"
W
i25.00`
48.
N
89°
38`
47"
W,
150.00'
CURVE
D.`.FA
3.
4.
N 560 16'
0"
W.
110,00'
49.
N
41°
9'
20"
w,
4 64.93,
5.
S 81° s'
S 350 3i,
43"
W
220.00'
51.
S
S0.
3"
W,
1?3.93,
6.
N 54°
13"
W,
420.63'
52.
S
630
620
0'
iE"
W
L1
CHORD
28'
'o'
47"
w,
399.63'
✓`
n2.
S
62°
49'
4fi"
E,
36E.6E'
-
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..._,. .....
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7.
8.
N 2°
N 7S0 36'
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11"
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E.
18.45'
630.59'
S3.
N
84°
19,
0'
K,
"°
3
9
�;.E.
190
35,
29"
, 205.92'
412.34'
9.
S 54° 2E'
47"
54.
^a
35 o
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=3"
W,
294.1
.'
A 9.
:.'.°
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23"
1205.92'
>t
53°
14'
33"
E
1C.
E
40.00'
55.
S
54°
28'
47"
E.
77.65'
✓-'0-
36°
29'
S5"
260.80'
N
73°
3'
57"
'
"
.,50
47-
E.
90C.00'
56.
S
90
28.
47"
E
82.59'
/" ,
125°
39'
15
525.00'
334.44'
S
370
35'
42"
W
12.
N
N 540 2E'
28'
47"
W,
5£.92'
57.
N
49°
28'
41"
W•
70.56'
/'
fy.
^°
3..
40'
34"
25.00'
E4.83'
S
320
10'
22"
W
N 90 28'
47"
W.
100.08,
58.
S
850
31,
13••
W
"25
"-
G,
4.
354.23'
202
.02'
N
180
39'
43"
W
13.
F! 35° 31'
13"
E,
130.G0•
59.
B
3_0
>
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„
27"
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1205.92'
1S5.39'
S
67°
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W
i4
N 54° 2S'
47"
W,
499.63'
60.
N
54°
.;_
2E'
s
E,
125.00'
✓25.
-
25,
3.,"
� 05.92
o
30.Oi'
S
$60
+44
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en••
W
15.
S 2° 194
26"
E
95.46`
6i.
W.
_
J26.
19••
S9._=5'
255.72'
S
20o
p".
;..
n
16.
S 9° 42'
0"
W,
140.004
S
35°
31'
13"
W.
310.00.
420
8'
22"
445.00'
327.3c'
S
..
w
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S 56° '�6'
0"
40.G0'
62.
S
90
28'
47"
E,
600.00'
✓27.
S°
25'
36"
735.00'
'S.45'
13°
44'
5_'
1E.
S 5° 39'
39"
W
85.00,
63.
N
89°
28'
47"
W,
465.2i'
'�28.
'00°
53'
43"
''/5.00'
S
5°
32'
14"
"
19.
S 560
64.
N
16°
59'
42"
W.
47.50'
�29.
1GG°
29'
27"
65.00'
i32.G7'
S
860
_0'
S3"
W
20.
16'
0"
E,
30.00'
65.
S
560
16'
0"
E,
843.
10'
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12°
42'
40"
114.006
n
83°
5E'
43••
r
21
S 33° 444
0"
W,
640.00'
66.
N
89°
28'
47"
w,
547.33'
J'-.
43°
19'
27"
345.00,
187.50'
tl
23°
56'
45"
W
S 78° 44'
0"
W,
2E.28'
67.
S
90
2S'
47"
E,
3"7,.
8°
So
8'
8'
917.40'
352.C4'
N
650
19'
3"
w
22.
S 33° 44'
0"
W,
66.24'
6S.
-
.79./
2?"
22"
785.00'
111.52'
N
370
5'
9^
23.
td 54° 23'
540
47"
W,
32G.55'
o
S
89°
2E'
47"
=
30.00'
•-33.
3/
4500.00'
472.87'
S
590
W
24.
N 2i'
i3"
E,
95.71'
6-
N
40 0
2 9'
16"
E
158.71'
.p4.
_5 °
154
55"
845.004
22 5._3'
59'
40"
w
25.
N 54° 284
47"
w
o
70.
S
31°
9'
50"
E ,
1
3 6.83'
_135.
10
-
25'
3i'•
.2 05.92,
30,00'
N
90
57.
23"
W
26.
N 54° 28'
47"
W.
_4. 04'
100.00'
71.
72.
14
90
28'
47"
W,
560.00'
J35.
Y37.
4°
49'
13"
565.00'
565.00'
47.53'
N
S
87°
62°
40'
1S'
2"
E
27.
S 620 49'
48"
E
40.26'
S
540
28'
47"
E,
551.414
500
57 ••
1 37.75'
.7"
W
28.
S 33°
0"
W,
169.i8'
73.
N
54°
28'
47"
b',
490.00'
.�3"8.
2°
6'
57"
1800.00,
66.474
N
650
30'
i4"
=
29
N 45° 22'
22'
13"
w.
58.P2'
74.
S
62°
49'
48"
=.
30.20'
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60
42'
27"
1800.00,
210.72'
S
23°
23'
54"
E
30.
S 35° 21'
'_3"
W,
432.1_E'
75.
11
45 o
50'
36"
E,
127.42,
40.
no
31.
10"
722,13•
6.55'
S
270
48'
36"
E
N 540 28
76.
N
34°
45'
'_0"
E
68.E3'
✓4=-
40
40'
13"
565.00,
S
29°
10'
15"
W
32.
47-
w,
61.41'
77.
N
E00
22'
9"
E
SE.07'
✓f¢'
23°
^7'
97.53,
S
560
25'
34"
W
S 350 31'
13"
F',
100.15'
78,
S
330
44'
P.
W,
125.00'
✓ 3.
Lq..
722.18'
295.65'
S
170
10'
S9"
W
33.
N 54° ?E'
47"
W,
'_68.36'
79.
S
560
16
0"
E
200.00�
20
°
4i
13"
1217.92'
S7.29'
N
360
5'
59"
34.
S 35° 21'
'3"
w,
:50.00•
,/44.
36'
1205.92'
SS.EO'
D;
34°
13'
36"
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L
35
N 540 28'
47"
W.
358.02'
-
36.
'.?o :6'
0"
W.
'_18.29'
27.
N 33° 44'
0"
E.
640.00'
38.
S 560 16'
C"
E,
694.30'
39.
S 45° 46'
34"
E
2E.71'
40.
N 330 44'
0"
E,
108.45'
41.
d 260 59
42"
W,
47.50'
42.
N 78- 36'
11"
E,
717.62'
43.
S 540 2E'
47"
=,
400.00,
44.
S 350 31'
13"
W,
1E0.00'
45.
S 9° 2E'
47"
E,
150.00'
46.
S 35° 3?.'
13"
w.
42.43'
fi
/;
I T. B. GARVIN SURVEY
A- 466
BLOCK A
LOT 7
25.9972 AC.
GB
I
CHORD
DISTANCE
410.34'
260.29'
323.8'_'
44.48'
=99.29'
i 85. 71'
246.36' NO.
3'_9. 9:8,
115.35'%l.
115.66'
99.94, 2.
187.12'
70'✓3.
1.43
472.65'J4.
224. 47'
30.00' f
47.52'
151.84'
66.46'i6.
210.60'✓7
6.55'
47.52'i8.
293.59'
57.2614.
54.10'
10.
Al .
/12.
�3.
/14.
✓J6
17.
N 890 28' 47
1012.54'
n
23' 58' 33"
09' 22' 51"
07' 21' 12"
09' 38' 26"
06' 06' 56"
50' 01, 57"
48' 19' 27"
05' 25' 35"
06' 01' 15"
06' 01' 15"
27' 58' 44"
00' 14' 51"
05' 33' 20'
32' 16' 23"
84' 02' 37"
41' 54' 04"
53' 36' 19"
R
722.18'
3,040.00'
1, 760.00'
565.00,
1,840.00'
275.00'
477.40'
845.00'
4, 540.00'
4,460.06
845. 00'
505.00'
980.00,
505.00'
25.00'
280. 00'
1 , 205.92'
BLOCK A
LOT 8
9.5058 ACRES
GB
GB
OVERALL BOUNDARY
CURVE DATA
BLOCK A
LOT 9
9.9204 ACRES
GB
.1 �� w(
5
6
BLOCK A
LOT 10
4.6827 AC.
GB
90,
we
w
7
,S 78023'02"E
/ 10.19'
CHORD
CHORD
L
BEARING
DISTANCE
41
302.20'
S 17'
26'
34" W
300.00'
°03'22"E
N1610 19'
36 aua4
4
497.72'
S 34'
07'
15" W
497.17'
`
\r19.s31
295.07'
95.07'
S 21'
14" E
294.95'
FINAL PLAT
S 58'
50'
S0'
10" 'd
94.55'
196.40'
N 28'
06'
22" W
196.30'
OF
240.14'
S 65'
30'
14" W
232.58'
VISTA
RIDGE
MALL
402.65'
N 65'
19'
03" W
390.82'
80.03'
N 38'
26'
32" W
80.00,
A 103.5548 ACRE ADDITION TO THE OTY OF LEWISVILLE, TEXAS
477.07'
S 59'
59'
40" W
476.85'
OUT OF THE
468.66'
N 59-
59'
40" E
468.45'
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No, 466
412.63'
N 16'
18'
47" W
403.55'
2.18'
N 02'
12'
00" W
2.18'
VISTA RIDGE JOINT VENTURE
95.02'
N 16'
27'
22" W
94.99'
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
284.45'
N 23'
40'
56" E
280.71'
36.67'
N 02'
12'
11" W
33.47'
204.77'
N 23'
16'
28' W
200.23'
DANNENBAUM ENGINEERING CORPORATION
1,129.25'
N 61'
34'
38" E
1,087.54'
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. 3 OF 3
0
JOKES
tlpV 11
PMgS
J
OR.
NCQ
c
w
� Ia
w
3 r
=N I F
N
N D
N
o
O
F\'v
,
s
a
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MEp i e�tt
to
N 12043.2211 W_
39.57
. I .. ....n , 11 n Ate c 1 C1
%*
V0
Rpi
13DH01� t y
05 E 299.88'
o m
LOT 3, BLOCK A ,U3 as('
4.844 AC.
MED TEX SUBDIVISION SECTION IL
I
S 8
N 89040' 39" 520. 72' T�qN 8805705 W --
LOCATION MAP
I 2000'
qON RE oil,
EEg��t P. 0. 8. .�
OENtJT ER
GE
r
FINAL PLAT
�✓ ` `' MED-TEX SUBDIVISION SECTION II -
LOT 3, BLOCK A
y 4.844 ACRES IN THE
EUGENE PUCHALSKI SURVEY A-996
CITY 81 COUNTY OF DENTON, TEXAS
,OWNER
FIRST TEXAS MEDICAL, INC
560 W. MAIN
SUITE 201
LEWISVILLE, TEXAS
0
0
0
GRAPHIC SCALE IN FEET
0 . 300 400 5 0
0
9 :1 I, C A i t o ,1
STATE Oi qS
Cutt IlY O
IhRt AS, Ire, lstTexas irndical Inc. are the otaners of a tract of land in the City of �t,. the 'Eugell(i Puchalski Survey, Abstract `,umber 996, Denton County, Texas, and >e, I more ,trt:i_,,.Ir
,�s'}
described as f;11o:
3eginnino at a steel, pin on the west right -of -:day of Donnie Brae and the northeast corner of Lot 1,
Block I of the Denton Retirement Center;
Thence fdorth 88 degrees 57 minutes 05 seconds ;lest 1:1ith the north line of said Lot 1, Denton
Retirement Center a distance of 301.,37 feet to a fence corner post;
Thence North 89 degrees 40 .minutes 39 seconds >dest with the north line of said lot, Denton
Retirement: Center a distance of 520.72 feet to a steed. Pin ae the northwest corner of said Lot 1,
also being on the east line of a tract shown by deed to Dr. James Hollis Jones;
Thence Borth 01 degrees 22 minutes 22 seconds tlest with the east line of said Jones Tract a distance
of 244.22 feet to a steel pin at the southwest corner of Got 2, Block A, Ned -Tex Subdivision;
Thence Aortli 89 degrees I minutes ()0 seconds East with the south Iiue of said Lot 2, Block A, a
distance of 150 75 feet to a steel pin at the southeast, corner of said Lot 2, [Block A,
the southwest corner of hot I., Block A, "led -Tex Subdivision; also being
`['hence North 89 degrees 12 minutes 21; seconds East with the south dine of said l.ot i., Blocl< A, distance of 320.94 feet to a steel till at Che southeast torpor of a said lot Block A;
Thence iXor 1 12 des, ees 43 Minutes 22 seconds ilcst, I:ittt *.he east line of said t.ot 1, f3lock A, a distance of 39,57 feet to o steel pin at the souLhv.,est corner of .`lot f) of the Boohoo 3_ac Addition;
Titarce South 33 <'ei-rees 33 ;mine }j seconds st with the south line of said Lot G a 299.88 foot to a steel pin at: the southeast corner of distance of
said Lot 6, also being on the west right-of-
itay of said Bonnie iirae;
Thence South '12 degrees 37 milluLf's 37 seconds East with th<, Crest right-of-way of said 3onnie IBrae a
distance of 199.37 feet to a stcc.. pin aL, an angle poit:t;
"'hence South 12 de. -roes 45 minutes 34 seconds F, st frith <;aid right-of-wa}' zt distance o£ 99.37 feet
to rye I>ottlt of Beginning and eortta pint; in all 4.344 acres of land.
AIO II 3RLIOI tH, n Ot' ALL '![ By : 11 S1 PRI S'.At"I'S:
THAT, 4fe, 1stt 4er1ical� Inc• do pore:7y adopt this ulct denat , sintithe herein described property us
Lot 3, Block A, ic tl-
cx Subdivision Section tl �o the City of Denton, Corntr, T
he
hereby dedicate to public use forever tite exas, and do
:e streets and easement 1001.ttwreo
S"Pr,'Pi OF 'TEXAS
flee Presider�t, A11 n Pierce
>efore ¢le, the uidcrsi_ nod notary Public for the StilLo of f xas, or, !,his rlay, Personally appeared
A] Ion Pierce, knoatr to to be the person whose name is subscribed to the foregoing instrument and
acknowledged to ;tie that he exec,rtetl the same for
the purpose and considerations therein expressed
and in the capacity stated.
Given under lay hand and seal of office this the day of 1935,
1 Cary Public or the S, to of Texas
See l�tdU� oC—t t ug s
Conni_ssi.on expires: Z�
ll R V E Y O R S CP P T T F t" C A T
FKtvO,, TiilSE ill:\' P,Y Tfii. i PRi St irT>
That S, Stanford Flauptnann, Registered Public Surveyor do herebyI certify that S ,� eparcc
and description from an actual and accurate survey of the land and that the iron tti i ,aol,1. t:hc �n
r, ,
t�tere Placed under my personal supertision in accordance with the law:
03 July 85
�St4n
o d flaup
'Texas Repistered Public
Surveyor Number 2255
STANFORD HAUPTMANN
.ei• 22550-
CERTIFICATE OF APPROVAL
Approved this 2a day of T4 Y A.D. 19 d$
by the Planning and Zoning Commission of the City of Denton, Texas.
�Bill
lCClaiborne, Chairman
X �� ,
Charlotte Allen, City Secretary
0
STATE OF TEXAS
COUNTY Of OENTON
THENCE along said curve an arc distance of 95.02 feet to a set iron rod;
THENCE South 60' 10' 37" East, 10.31 feet to a set iron rod;
THENCE North 73' 32' 38" East, 674.73 feet to a set iron rod at the beginning
of a non -tangent curve to the right having a central angle of 32' 16' 23", a
WHEREAS, Vista Ridge Joint Venture is the owner of a 103.5548 acre tract of land
radius of 505.00 feet, a chord bearing of north 23' 40' 56" East, and a chord
situated in the T.B. Garvin Survey, Abstract No. 466 and the L. Burgeois Survey,
distance of 280.71 feet;
Abstract No. 52, of Denton County, Texas, and also being part of a 203.7535 acre
tract and a 70.6735 acre tract conveyed to Trustees E-Systems, Inc. Pool Trust
THENCE along said curve an arc distance of 284.4S feet to a sat iron rod at
by deeds recorded in Volume 1228, Page 141, and Volume 1271, Page 244 respective-
the beginning of a curve to the la., having a central angle of II4' 02' 37
ly, of the Deed Records of Denton County, Texas and being more particularly des-
radius of 25.00 feet, a chord bearing of�North 2' 12' 11" 'West, and a chord
cribed as follows:
distance of 33.47 feet;
3E6 i%L . C at a fo. ^.e
. 'I'.'7•concrete� monument * COrner at t.'2 intersection of t
" fee, t iron rod' � 30. 6, _et to a s2 THENCE along curve an arc distance o ,
nE CE a o said cu <
g
westerly right -of -•way of I.H. 35E (variable width) with the cut-off line
between the said •westerly line of l.H. 35E and the southerly line of F.P1. 3046
THENCE North 44' 13' 30" West, 15.33 feet to a set iron rod at the begin,i,ng,
(Round Grove Road) (120 foot right-of-way);
of a curve to the right having a central angle of 4i' 5a' 04" a radius of
230.00 €eet, a chord bearing of North 23' 16' 28" 'West, and a chord distance
THENCE South 56' 16' 00" East, 1353.10 feet along the westerly right-of-way o`
of 2CO.23 feet:
the I.H. 35 to a concrete monument for corner;
THENCE along said curve an arc distance of 204.77 feet to a set iron rod;
- THENCE South 62" 49' 48" East, 439.14 feet along said right-of-way of I.H. 35E
to a set iron rod for corner;
. r Fee,
'7 d iron rod in Mc Sdia
THENCE North 6�' West Is .33 ,_ to Sot
,.�Ce No L 2° 19' 2
ey h beginning a` a
Grove an the be line f F.M. 3040 Round C o_ Road a southerly e o 9 9
r -
' t
7NuVCE leaving said right-o,-way o` i.'i. 35E South 5° 27 .3 west, 4oS."s3
c
r 'r angle � p3' 30' l a c:us
f' having a central a e o non -tangent curve to the let a
ge g �
feet to a set iron rod at the beginning of a curve to the right having a
or 1205.92 feet, a chord bearing of North 6:' 34' 38" East, and a cborg
central angle of 23' 58' 33", a radius of 722.18 feet, a chord bearing of
distance of 1087. Sa feet:
South 17' 26' 34" 'West, and a chord distance of 3GO.00 feet;
i HENCE along said southerly line of F.M. 3040 and along said curve an arc
THENCE along said curve an arc distance of 302.20 feet to a set iron rod at
distance of 1128.25 feet to a set iron rod;
the beginning of a curve to the right having a central angle of 9° 22' 5i", a
-
radius of 3040.00 feet, a chord bearing of South 34' 07' 15" West, and a chord
THENCE North 35' 44' OS" East, 56.28 feet along said southerly line of F.M.
distance of 497.17 feet:
3040 to a set iron rod;
THENCE along said curve an arc distance of 497.72 feet to a set iron rod at
THENCE North 80' 22' 09" East, 93.15 Feet along the said cut-off line between
the beginning of a non -tangent curve to the left having a central angle of 7'
S.N. 35E and the southerly line of F.M. 3040 to
21' 12", a radius of 1760.00 feet, a chord bearing of South 27' 29' 14" East,
the westerly line of the said
103.5548 (4,510,848 square feet)
and a chord distance of 225.72 feet;
the POINT OF BEGINNING and containing acres
of land, more or less.
THENCE along said curve_ an arc distance of 225.33 feet to a set iron rod;
THENCE South 31' 09' 50" East. 307.91 feet to a set iron rod;
THENCE South 78' 23' 02" East, 10.19 feet to a set iron rod at the beginning SURVEYOR'S CERTIFICATE
of a non -tangent curve to the right having a central angle of 9° 38' 26", a
radius of 565.00 feet, a chord bearing of South 58' 50' 10" West, and a chord
distance of 94.95 feet;
KNOW ALL MEN BY THESE PRESENTS:
THENCE along said curve an arc distance of 95.07 feet to a set iron rod;
That [, Boyd L. Jones, do hereby certify that 1 prepared this plat from an
THENCE North 16' 03' 22" East, 10.19 feet to a set iron rod; actual and accurate survey of the land and that the corner monuments shown
thereon were properly placed under my personal supervision, in accordance with
THENCE North 31' 09' 50" West, 307.91 feet to a set iron rod at the beginning the platting rules and regulations of the City Plan Commission of the City of
of a curve to the right having a central angle of 6' 06' 56", a radius of Lewisville, Te
1340.00 feet, a chord bearing of North 28' 06' 22" West, and a' chord distance OF j�•
of 196.30 feet;
THENCE along said curve an arc distance of 196.40 feet to a set iron rod: * �• • �• •'�sk �
THENCE South 40' 29' 16' West, SS.26 f to a set iron rod at the beginning Boy, LI ones, *al , S.. N ,.. 1836
...................
of a curve to the right having a central angle of 50' 01' 57", a radius of ...........................
275.00 feet, a chord bearing of S,.uth 65' 30' 14" 'West, and a chord distance 1836
of 232.53 feet: T`�;•,
N dlgrEa .•�'k
THENCE along said curve an arc distance of 240.14 feet to a set iron rod; '�B y C R�
Before4- � ��.,�dersigned, a Notary Public in and for said County and
THENCE North 89' 28' 47" West, 1012.54 feet to a set iron rod at the beginning State, on thiix a� y personally appeared Boyd L. Jones, known to me to be the
of a curve to the richt having a central angle of 48- 19' 27", a radius of person whose name is subscribed to the foregoing instrument and acknowledged to
477.40 feet, a cord bearing of North 65' 19' 03" 'West, and a chord distance me that he executed the same for the purposes and considerations expressed, and
of390.82 feet; in the capacity therein stated. �`��
THENCE along said curve an arc distance of 402.65 feet to a set. iron rod; GIVEN UNDER MY HC,VD AND SEAL OF OFFICE this the � day of �,r.�,k 1987
A.D.
THENCE North 41' 09' 20" West, 464.35 feet to a set iron rod at the beginning
of a curve to the right having a central angle of S' 25' 351., a radius of
845.00 feet, a chord bearing of North 38' 26' 32" West, and a chord distance I
of 80.00 feet; � !'(1GCY_
THENCE along said cure an arc distance of 80.03 feet to a set iron rod; My Commission Expires: oott%a ublic i and fo Oali County, Texas
o �ENac Soutcurve to the right having 88centraloangle set
ofr6'' Ole 15",at ha rradiuslo ,4```�RI P'V ,4ii V es e y i a 5GA./-
4540.00 feet, a chord bearing of South 59' 59' 40" West, and a chord distance p`.C% •,..«..�4$' iA
of 476.85 feet; O •� •y �'. THENCE along said Curve an arc distance of 477.07 feet to a set iron rod; _
THENCE South 63' 00' 18" West, 45.85 feet to a set iron rod; CO
THENCE South 18' CO' 18" West, 10.61 feet to a set iron rod;
THENCE North 25' 59' 42" West, 9S.00 feet to a set iron rod: ''pxftF aO Fat`�,p,
THENCE South 71° 59' 42" East, 10.61 feet to a set iron rod;
i7ENCE North 63' 00' 18" East, 45.85 feet to a set Iron rod at the beginning _ y / ,�u �J J /
of a curve to the left having a central angle of 6' 01' 16', a gad :us of ��`� �� /-7` /-/• � f it,,. Lrr,i"r (h -`i-^ (V//�.-•
4460 00 feet, a chord hearing of North 59' 59' 40 East, and a chord distance
of 468.45 feet: - / - '
,FENCE along said curve an arc distance of 468.66 feet to a set iron rod; - SEE SHEET 2
SEE SHEET 3
THENCE North 56' 59' 03" East, 55.88 feet to a set iron rod at the beginning��p
of a non -tangent curve to the right having a central angle of 27' 58' 44", a
9 9 9 9
radius of 845.00 feet, a chord bearing of North 16' III' 47" West, and a chord It- 4`�
distance of 408.55 feet;
VVV
THENCE alon said curve an arc distance of 412 63 feet to a set iron rod at �. / -'- ^�f/r•1 .f,
BLOCK A
LOT 2'�
47 -
NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: E"Y_ L - , the undersigned, the City Secretary of the City of Lewis 1 T<as
/ I 2g'?'*, f i es that the foregoing `inal plat of the Vista Ridge'1 1, Su' Ili s-oh or
THAT, the undersigned, acting through a duly authorized representative to Acc:tion to the City of Lewisville was submitted to the appropriate Plann,;.q and
do so, does hereby adopt this plat designating the hereinabove property as Vista Zoning Commission �\QQ� City Council as required by the ordinances of the City of
Ridge Mall, an addition to the City of Lewisville, Texas and does hereby dedi. Lewisville on the yw'� day of -�=\�, 1987, and such body by formal ac U on.
Cate to the public use forever the streets and easements shown on this plat Lien and there accepted the dedication of streets, alleys, parks. easements.
for the mutual use and accom,odation of all public and private utilities de- public places and water and sewer lines, as shown and set forth in and upoio
siring to use or using same. Any public or private utility shall have the and said body further autnorize+ the acceptance t.._,_07 i,,` signing a,
right to remove and keep removed all or part of any buildings, fences, trees, ..-.einabove subscribed in the capacity stated.
shrubs or any Other improvements or growths which in any way endanger or in- -t
Lerfere with the construction, maintenance or efficiency of its respective •fitness by land t;^is Va gay pf A.D iS87.
systems on any of these easement strips and any public or private utility
shall, at all times, have a right of ingress and egress to and from and upon
r h+ rconstructing,reconstructing,in-
specting, said easement strips for the purpose of
i r removing ll r part f its
s ctinpatrolling,maintainin and adding to oa o a o
Ps 9, 9 9 p
respective systems without necessity at any time of procuring the permission
of any one. This plat approved subject to all ordinances, rules, regulations,
and resolutions of the it f Lewisville Texas. C o
Y , /
WITNESS MY HAND this the Z day of Cen.eh 1987.
VISTA RIDGE JOINT VENTURE
BY: Vista Ridge Associates, Ltd.,
a Texas Limited Partnership,
Joint Venturer, ///jf✓�e^`
BY: Vista Ridge Mall Company, >j ,
a Texas General Partnership,
General Partner, t ,
BY: Herring -Marathon Master Partnership B, VV
a Texas General Partnership,
General Partner,
BY: Herring Marathon Group Inc., '
a Delaware Corporation,
M paging Partner,
e'
M.G. Herring, Jr., President
Before me, the undersigned, a Notary Public in and for said County and State,
on this day personally appeared M.G. Herring, Jr., known to me to be the per-
son whose name is subscribed to the foregoing instrument and acknowledged to
me that he executed the same for the purposes and considerations expressed,
and in the Capacity therein stated. - q A'
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the o2= day of 1987 A.D.
My� ionExpires
BLOCK A
LOT 3
N ry ub i in and foras
C linty, Texa'
FWS�7
r 6`
BLOCK A
LOT 6
BLOCK A
LOT 1
BLOCK A
LOT 4
BLOCK A
LOT 71
0 200 4.00 BOO
GRAPHIC SCALE IN FEET
� RESERVE TRACT
BLOCK A
LOT 5
BLOCK A
LOT
..the beginning of a curve to the right having a central angle of 0' 14' 51", a \�
radius o`505.00 feet, a chord bearing of North 2' 12' 00" West, and a chord
di,tance of
, 2.18 feet;
THENCE along said curve an arc distance of 2.18 feet to a set iron rod;_ /
THENCE South 73' 32' 38" West, 646.89 feet to a set iron red; �� CI _ ��' '/ `� , f<- '
THENCE South 27' IS' 52" west, 10.37 feet to a set iron rod at the beginning /%- % c `z` 7o ,�,., �"✓f'trt} ,,i; �h4,4 SHEET INDEX MAP
o; a non -tangent curve to the right curve having a central angle of 5' 33'
20", a radius of 980.00 feet, a chord bearing of North 16' 27' 22" West, and a
chord distance of 94.99 feet;
06 7�Q/'lip4.a�
Bat :'3 rris
y
Ci^r ��ar - S y
City of Lewisville, Texas
Rzc-sm..ended for Approval
1.
V
frl $m - n airman
0
an ain 9 ar Zon n9 Commission
�r vi ' .. �l o. �� s )fie. Texas
Approved and Accepted
�_ p'
Ann PomykalZ. Mayor
oily Ot L9wisvi! e, texas
VARIANCES
Ito q
Q1JNJn. 1 tr\
Cate
mOucJn \L0i\Cir
Date
1. Vista Ridge.'Joi nt'Venture shall construct an all weather temporary access
roadway to provide access for fire trucks and emergency vehicles during
building construction periods as required by the City of Lewisville. The
roadway shall have a minimum 20-foot width, shall be constructed with a
crushed stone base material (flexible base) compacted to a minimum 9-inch
thickness. and shall have firelane signing as per City of Lewisville fire
department regulations.
2. Building permit(s) will be issued by the City of Lewisville when water
systems are operational (prior to City of Lewisville acceptance of the
entire water system) to allow for placement of certain non-combustible
materials including: (1) concrete foundations (beams. piers, footings.
slabs. etc.): (2) structural steel (columns, beams. trusses. bracing,
etc.): (3) steel roof trusses and metal decking: and (4) exterior walls of
non-combustible material.
Construction of building interior walls and installation ofcombustible
materials on -site will not be allowed until the City of Lewisville
inspects and approves construction of both public and private water and
sanitary sewer systems. and all public improvements in public streets.
3. Fire hydrants shall be located within a 300-foot radius or 400-foot
truck -lay for all building structures. fire hydrants shall be located
within either a 600-foot radius or truck -lay for all parking areas.
4. A private 8-inch water main with 2 fire hydrants shall be installed within
the Reserve Tract (see sheet index map for location) when building
construction begins thereon.
FINAL PLAT
OF
VISTA RIDGE MALL
BLOCKIAA 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
LOT I� OUT OF THE
j SEE SHEET 2
f ,lf SEE SHEET 3 L. BURG EONS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. I OF 3
N (D
I a
Q Q
BLOCK A
LOT 2
0.7834 AC.
4h
>,0�
Z
.B1`b
Q
7
I
j
to
r 22
mf_
N 44013'30"W'
15.33'
j:,,• 15
L . SURGEOJS SURVEY
A--52
14 `�'
o/ � 2s
E
s ?3^
BERNDT ROAD
ABANDONED BY
CITY OF
LEWISVILLEG
N 80022'09"E
93.15'
N 35044'06'E
56.28'-- _ ...
R.O.W. DEDICATION
0.3399 ACRES
o�
SOS 17
�QV
BLOCK A
LOT 3
13.4259 ACRES
GB
'
8 , p� ,a.--
BLOCK A
LOT 1
5.5600 AC.
GB
LOCK A I
LOT 4
9.4307 ACRES 1
GB ,I 1
T. B. GARVIN SURVEY
A -466
BLOCK A
LOT 7
25.9972 ACRES
GB
F'L -T,
Ql/ hV,f JOI
Fi�111r �o
8Y
BLOCK A
LOT 5
10.8273 ACRES
GB
U :r
o 4
3-
0 50 100 200
GRAPHIC SCALE IN FEET
LEGEND
W.E. WATER EASEMENT
16 CURVE DATA - SEE SHEET 3
31 BEARING B DISTANCE DATA -SEE SHEET
a—.
BLOCK A
LOT 10
4.6827 ACRES
GB
FINAL PLAT
OF
VISTA RIDGE MALL
A 103.5548 ACRE ADDITION TO THE CITY OF LEWISVILLE, TEXAS
OUT OF THE
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No. 466
VISTA RIDGE JOINT VENTURE
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
DANNENBAUM ENGINEERING CORPORATION
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986 SHEET NO.2 OF 5
0 50 100 200
GRAPHIC SCALE IN FEET
W
L, BURGEOJS SURVEY
A-52
1 > srr
NLo
i� -lL ati 7'j
1 a a
42 43 53
rr3.
LEGEND
N56059V E
O CURVE DATA
55.88'
5 O
4I BEARING B DISTANCE DATA
32
nba
10
N 63° 00' 18"E
45.85
�i
/ 3 , S 560
�
/
59'03" W 8
\\
�� >
a
55.88'
S 71°59'42'E ^'
10.61'--
9
1
2
Ik
Rio
N 26°59'42'
u� 9
95.00' I
s"
N'r
S 63°00' 18"W
BERNDT ROAD
45.85'
ABANDONED
BY CITY OF
S 18000'18"w
LEWISVILLE
G B
10.61'
BLOCK A
LOT 6
13.0814 ACRES
GB
31 I
�F
INTERIOR LOT LINES
BEARINGS & DISTANCES
7
O
J$
S 56° 16'
0"
E
470, 00
48-
s
9 0
E
340.00
-INTERIOR LOT LINES
4
2.
S 330 44'
C"
W
i25.00`
48.
N
89°
38`
47"
W,
150.00'
CURVE
D.`.FA
3.
4.
N 560 16'
0"
W.
110,00'
49.
N
41°
9'
20"
w,
4 64.93,
5.
S 81° s'
S 350 3i,
43"
W
220.00'
51.
S
S0.
3"
W,
1?3.93,
6.
N 54°
13"
W,
420.63'
52.
S
630
620
0'
iE"
W
L1
CHORD
28'
'o'
47"
w,
399.63'
✓`
n2.
S
62°
49'
4fi"
E,
36E.6E'
-
_�
____ ..
..._,. .....
_....
7.
8.
N 2°
N 7S0 36'
^5'
11"
"
E.
18.45'
630.59'
S3.
N
84°
19,
0'
K,
"°
3
9
�;.E.
190
35,
29"
, 205.92'
412.34'
9.
S 54° 2E'
47"
54.
^a
35 o
3?'
=3"
W,
294.1
.'
A 9.
:.'.°
.23'
23"
1205.92'
>t
53°
14'
33"
E
1C.
E
40.00'
55.
S
54°
28'
47"
E.
77.65'
✓-'0-
36°
29'
S5"
260.80'
N
73°
3'
57"
'
"
.,50
47-
E.
90C.00'
56.
S
90
28.
47"
E
82.59'
/" ,
125°
39'
15
525.00'
334.44'
S
370
35'
42"
W
12.
N
N 540 2E'
28'
47"
W,
5£.92'
57.
N
49°
28'
41"
W•
70.56'
/'
fy.
^°
3..
40'
34"
25.00'
E4.83'
S
320
10'
22"
W
N 90 28'
47"
W.
100.08,
58.
S
850
31,
13••
W
"25
"-
G,
4.
354.23'
202
.02'
N
180
39'
43"
W
13.
F! 35° 31'
13"
E,
130.G0•
59.
B
3_0
>
,,;•
„
27"
- >•00'
'25.00'
-•_._'
✓-"_
'o
"5'
56"
1205.92'
1S5.39'
S
67°
^a'
-
W
i4
N 54° 2S'
47"
W,
499.63'
60.
N
54°
.;_
2E'
s
E,
125.00'
✓25.
-
25,
3.,"
� 05.92
o
30.Oi'
S
$60
+44
�5"
en••
W
15.
S 2° 194
26"
E
95.46`
6i.
W.
_
J26.
19••
S9._=5'
255.72'
S
20o
p".
;..
n
16.
S 9° 42'
0"
W,
140.004
S
35°
31'
13"
W.
310.00.
420
8'
22"
445.00'
327.3c'
S
..
w
'
S 56° '�6'
0"
40.G0'
62.
S
90
28'
47"
E,
600.00'
✓27.
S°
25'
36"
735.00'
'S.45'
13°
44'
5_'
1E.
S 5° 39'
39"
W
85.00,
63.
N
89°
28'
47"
W,
465.2i'
'�28.
'00°
53'
43"
''/5.00'
S
5°
32'
14"
"
19.
S 560
64.
N
16°
59'
42"
W.
47.50'
�29.
1GG°
29'
27"
65.00'
i32.G7'
S
860
_0'
S3"
W
20.
16'
0"
E,
30.00'
65.
S
560
16'
0"
E,
843.
10'
"i0.
12°
42'
40"
114.006
n
83°
5E'
43••
r
21
S 33° 444
0"
W,
640.00'
66.
N
89°
28'
47"
w,
547.33'
J'-.
43°
19'
27"
345.00,
187.50'
tl
23°
56'
45"
W
S 78° 44'
0"
W,
2E.28'
67.
S
90
2S'
47"
E,
3"7,.
8°
So
8'
8'
917.40'
352.C4'
N
650
19'
3"
w
22.
S 33° 44'
0"
W,
66.24'
6S.
-
.79./
2?"
22"
785.00'
111.52'
N
370
5'
9^
23.
td 54° 23'
540
47"
W,
32G.55'
o
S
89°
2E'
47"
=
30.00'
•-33.
3/
4500.00'
472.87'
S
590
W
24.
N 2i'
i3"
E,
95.71'
6-
N
40 0
2 9'
16"
E
158.71'
.p4.
_5 °
154
55"
845.004
22 5._3'
59'
40"
w
25.
N 54° 284
47"
w
o
70.
S
31°
9'
50"
E ,
1
3 6.83'
_135.
10
-
25'
3i'•
.2 05.92,
30,00'
N
90
57.
23"
W
26.
N 54° 28'
47"
W.
_4. 04'
100.00'
71.
72.
14
90
28'
47"
W,
560.00'
J35.
Y37.
4°
49'
13"
565.00'
565.00'
47.53'
N
S
87°
62°
40'
1S'
2"
E
27.
S 620 49'
48"
E
40.26'
S
540
28'
47"
E,
551.414
500
57 ••
1 37.75'
.7"
W
28.
S 33°
0"
W,
169.i8'
73.
N
54°
28'
47"
b',
490.00'
.�3"8.
2°
6'
57"
1800.00,
66.474
N
650
30'
i4"
=
29
N 45° 22'
22'
13"
w.
58.P2'
74.
S
62°
49'
48"
=.
30.20'
�-Y°-•
60
42'
27"
1800.00,
210.72'
S
23°
23'
54"
E
30.
S 35° 21'
'_3"
W,
432.1_E'
75.
11
45 o
50'
36"
E,
127.42,
40.
no
31.
10"
722,13•
6.55'
S
270
48'
36"
E
N 540 28
76.
N
34°
45'
'_0"
E
68.E3'
✓4=-
40
40'
13"
565.00,
S
29°
10'
15"
W
32.
47-
w,
61.41'
77.
N
E00
22'
9"
E
SE.07'
✓f¢'
23°
^7'
97.53,
S
560
25'
34"
W
S 350 31'
13"
F',
100.15'
78,
S
330
44'
P.
W,
125.00'
✓ 3.
Lq..
722.18'
295.65'
S
170
10'
S9"
W
33.
N 54° ?E'
47"
W,
'_68.36'
79.
S
560
16
0"
E
200.00�
20
°
4i
13"
1217.92'
S7.29'
N
360
5'
59"
34.
S 35° 21'
'3"
w,
:50.00•
,/44.
36'
1205.92'
SS.EO'
D;
34°
13'
36"
*'
L
35
N 540 28'
47"
W.
358.02'
-
36.
'.?o :6'
0"
W.
'_18.29'
27.
N 33° 44'
0"
E.
640.00'
38.
S 560 16'
C"
E,
694.30'
39.
S 45° 46'
34"
E
2E.71'
40.
N 330 44'
0"
E,
108.45'
41.
d 260 59
42"
W,
47.50'
42.
N 78- 36'
11"
E,
717.62'
43.
S 540 2E'
47"
=,
400.00,
44.
S 350 31'
13"
W,
1E0.00'
45.
S 9° 2E'
47"
E,
150.00'
46.
S 35° 3?.'
13"
w.
42.43'
fi
/;
I T. B. GARVIN SURVEY
A- 466
BLOCK A
LOT 7
25.9972 AC.
GB
I
CHORD
DISTANCE
410.34'
260.29'
323.8'_'
44.48'
=99.29'
i 85. 71'
246.36' NO.
3'_9. 9:8,
115.35'%l.
115.66'
99.94, 2.
187.12'
70'✓3.
1.43
472.65'J4.
224. 47'
30.00' f
47.52'
151.84'
66.46'i6.
210.60'✓7
6.55'
47.52'i8.
293.59'
57.2614.
54.10'
10.
Al .
/12.
�3.
/14.
✓J6
17.
N 890 28' 47
1012.54'
n
23' 58' 33"
09' 22' 51"
07' 21' 12"
09' 38' 26"
06' 06' 56"
50' 01, 57"
48' 19' 27"
05' 25' 35"
06' 01' 15"
06' 01' 15"
27' 58' 44"
00' 14' 51"
05' 33' 20'
32' 16' 23"
84' 02' 37"
41' 54' 04"
53' 36' 19"
R
722.18'
3,040.00'
1, 760.00'
565.00,
1,840.00'
275.00'
477.40'
845.00'
4, 540.00'
4,460.06
845. 00'
505.00'
980.00,
505.00'
25.00'
280. 00'
1 , 205.92'
BLOCK A
LOT 8
9.5058 ACRES
GB
GB
OVERALL BOUNDARY
CURVE DATA
BLOCK A
LOT 9
9.9204 ACRES
GB
.1 �� w(
5
6
BLOCK A
LOT 10
4.6827 AC.
GB
90,
we
w
7
,S 78023'02"E
/ 10.19'
CHORD
CHORD
L
BEARING
DISTANCE
41
302.20'
S 17'
26'
34" W
300.00'
°03'22"E
N1610 19'
36 aua4
4
497.72'
S 34'
07'
15" W
497.17'
`
\r19.s31
295.07'
95.07'
S 21'
14" E
294.95'
FINAL PLAT
S 58'
50'
S0'
10" 'd
94.55'
196.40'
N 28'
06'
22" W
196.30'
OF
240.14'
S 65'
30'
14" W
232.58'
VISTA
RIDGE
MALL
402.65'
N 65'
19'
03" W
390.82'
80.03'
N 38'
26'
32" W
80.00,
A 103.5548 ACRE ADDITION TO THE OTY OF LEWISVILLE, TEXAS
477.07'
S 59'
59'
40" W
476.85'
OUT OF THE
468.66'
N 59-
59'
40" E
468.45'
L. BURGEOIS SURVEY, ABSTRACT No. 52
T.B. GARVIN SURVEY, ABSTRACT No, 466
412.63'
N 16'
18'
47" W
403.55'
2.18'
N 02'
12'
00" W
2.18'
VISTA RIDGE JOINT VENTURE
95.02'
N 16'
27'
22" W
94.99'
13355 NOEL ROAD SUITE 1200 DALLAS, TEXAS
284.45'
N 23'
40'
56" E
280.71'
36.67'
N 02'
12'
11" W
33.47'
204.77'
N 23'
16'
28' W
200.23'
DANNENBAUM ENGINEERING CORPORATION
1,129.25'
N 61'
34'
38" E
1,087.54'
CONSULTING ENGINEERS DALLAS, TEXAS
(214)638-0145
SEPTEMBER 1986
SHEET NO. 3 OF 3
0
JOKES
tlpV 11
PMgS
J
OR.
NCQ
c
w
� Ia
w
3 r
=N I F
N
N D
N
o
O
F\'v
,
s
a
1g$ P
MEp i e�tt
to
N 12043.2211 W_
39.57
. I .. ....n , 11 n Ate c 1 C1
%*
V0
Rpi
13DH01� t y
05 E 299.88'
o m
LOT 3, BLOCK A ,U3 as('
4.844 AC.
MED TEX SUBDIVISION SECTION IL
I
S 8
N 89040' 39" 520. 72' T�qN 8805705 W --
LOCATION MAP
I 2000'
qON RE oil,
EEg��t P. 0. 8. .�
OENtJT ER
GE
r
FINAL PLAT
�✓ ` `' MED-TEX SUBDIVISION SECTION II -
LOT 3, BLOCK A
y 4.844 ACRES IN THE
EUGENE PUCHALSKI SURVEY A-996
CITY 81 COUNTY OF DENTON, TEXAS
,OWNER
FIRST TEXAS MEDICAL, INC
560 W. MAIN
SUITE 201
LEWISVILLE, TEXAS
0
0
0
GRAPHIC SCALE IN FEET
0 . 300 400 5 0
0
9 :1 I, C A i t o ,1
STATE Oi qS
Cutt IlY O
IhRt AS, Ire, lstTexas irndical Inc. are the otaners of a tract of land in the City of �t,. the 'Eugell(i Puchalski Survey, Abstract `,umber 996, Denton County, Texas, and >e, I more ,trt:i_,,.Ir
,�s'}
described as f;11o:
3eginnino at a steel, pin on the west right -of -:day of Donnie Brae and the northeast corner of Lot 1,
Block I of the Denton Retirement Center;
Thence fdorth 88 degrees 57 minutes 05 seconds ;lest 1:1ith the north line of said Lot 1, Denton
Retirement Center a distance of 301.,37 feet to a fence corner post;
Thence North 89 degrees 40 .minutes 39 seconds >dest with the north line of said lot, Denton
Retirement: Center a distance of 520.72 feet to a steed. Pin ae the northwest corner of said Lot 1,
also being on the east line of a tract shown by deed to Dr. James Hollis Jones;
Thence Borth 01 degrees 22 minutes 22 seconds tlest with the east line of said Jones Tract a distance
of 244.22 feet to a steel pin at the southwest corner of Got 2, Block A, Ned -Tex Subdivision;
Thence Aortli 89 degrees I minutes ()0 seconds East with the south Iiue of said Lot 2, Block A, a
distance of 150 75 feet to a steel pin at the southeast, corner of said Lot 2, [Block A,
the southwest corner of hot I., Block A, "led -Tex Subdivision; also being
`['hence North 89 degrees 12 minutes 21; seconds East with the south dine of said l.ot i., Blocl< A, distance of 320.94 feet to a steel till at Che southeast torpor of a said lot Block A;
Thence iXor 1 12 des, ees 43 Minutes 22 seconds ilcst, I:ittt *.he east line of said t.ot 1, f3lock A, a distance of 39,57 feet to o steel pin at the souLhv.,est corner of .`lot f) of the Boohoo 3_ac Addition;
Titarce South 33 <'ei-rees 33 ;mine }j seconds st with the south line of said Lot G a 299.88 foot to a steel pin at: the southeast corner of distance of
said Lot 6, also being on the west right-of-
itay of said Bonnie iirae;
Thence South '12 degrees 37 milluLf's 37 seconds East with th<, Crest right-of-way of said 3onnie IBrae a
distance of 199.37 feet to a stcc.. pin aL, an angle poit:t;
"'hence South 12 de. -roes 45 minutes 34 seconds F, st frith <;aid right-of-wa}' zt distance o£ 99.37 feet
to rye I>ottlt of Beginning and eortta pint; in all 4.344 acres of land.
AIO II 3RLIOI tH, n Ot' ALL '![ By : 11 S1 PRI S'.At"I'S:
THAT, 4fe, 1stt 4er1ical� Inc• do pore:7y adopt this ulct denat , sintithe herein described property us
Lot 3, Block A, ic tl-
cx Subdivision Section tl �o the City of Denton, Corntr, T
he
hereby dedicate to public use forever tite exas, and do
:e streets and easement 1001.ttwreo
S"Pr,'Pi OF 'TEXAS
flee Presider�t, A11 n Pierce
>efore ¢le, the uidcrsi_ nod notary Public for the StilLo of f xas, or, !,his rlay, Personally appeared
A] Ion Pierce, knoatr to to be the person whose name is subscribed to the foregoing instrument and
acknowledged to ;tie that he exec,rtetl the same for
the purpose and considerations therein expressed
and in the capacity stated.
Given under lay hand and seal of office this the day of 1935,
1 Cary Public or the S, to of Texas
See l�tdU� oC—t t ug s
Conni_ssi.on expires: Z�
ll R V E Y O R S CP P T T F t" C A T
FKtvO,, TiilSE ill:\' P,Y Tfii. i PRi St irT>
That S, Stanford Flauptnann, Registered Public Surveyor do herebyI certify that S ,� eparcc
and description from an actual and accurate survey of the land and that the iron tti i ,aol,1. t:hc �n
r, ,
t�tere Placed under my personal supertision in accordance with the law:
03 July 85
�St4n
o d flaup
'Texas Repistered Public
Surveyor Number 2255
STANFORD HAUPTMANN
.ei• 22550-
CERTIFICATE OF APPROVAL
Approved this 2a day of T4 Y A.D. 19 d$
by the Planning and Zoning Commission of the City of Denton, Texas.
�Bill
lCClaiborne, Chairman
X �� ,
Charlotte Allen, City Secretary
0