Filed w/County 10/21/85 pg.2Inner
37°21'43''
100,00'
33.81'
65.21'
43°36'40''
570.00'
228.'05'
433.86'
43:10'07"
300.00'
118.68'
226.03'
43006'04''
130.00'
51.34'
97.79'
43:36'40"
600.00'
240.05'
456.69'
43:10'07"
330.00'
130.55'
248.63'
21°42'11''
330.00'
63.26' ~-
125.00'
Outer
CURVE~' DATA
Inner
39o31'04,'
160.00'
57,4f'
110.35'
43036'40"
630,00'
252.05'
479.53~
43:10'07"
360.00'
142.42'
271.24'
69°39'32"~ 69:39'32: 69:39'32"
300.00' 330.00' 360.00'
208.73' ,' 229.61' 250.48'
364.73' 401.21' 437.68'
03:46'41"
555.00'
18.30'
36.60'
43°26'43''~ 43026'43'' 43:26'43"
525.00' 555.00' 585.00'
209.16' 221.12' 233.07'
398.09' 420.84' 443.58'
56007'55', 56007'55'' 56°07'55''
470,00' 500.00' f 530.00'
250.60' 266.59' 282.59'
460,45' 489.84 519.23'
25:52'35" 27000'00'' 25e58'36''
510,00' 535.00' 560.00'
117.16'~ 128.44' 129.17'
230.33' 252.11' 253.89'
42002'39'' 42002'39,' 42°02'39''
325.00' 350.00' 375.00'
124.90' 134.51' 144.11'
238.49' 256.83' 275.18'
48~10'26'' 48010'26'' 48010'26"
475.00' ~'~ 500.00' 525.00'
212,35' 223.52' 234.70'
399.38'~ 420,40' &41.42'
09013'05"
500.00'
40.31'
80.44'
23029'02"
75.00'
15.59'
30.74'
23:29'02"
100.00'
20.79'
40.99 '
12:17'58"
875,00'
94.28'
187.83'
66057'58"
75.00'
49.60'
87.65'
81°05'51"
335.00'
286.6!'
474.17'
12017'58''
900.00'
96.97 '
,193.20'
66:57 ' 38"
I00.00'
66.14'
116.87'
81:05'51"
360.00'
308. O0 '
509.55'
56:07'55"
147.25'
78.51'
144.26'
24°11'21''
720.00'
154.28'
303.97'
56°07'55"
172.25'
91.84'
168.75'
20030157''
730.00'
132,00'
2~°29 '02"
50.00'
10.39'
20.49'
12017 ' 58"
850.00'
91.58'
182.47'
66° 57 ' 38"
50,00'
07'
43'
81°05'51''
310.00'
265.22 '
438.78'
56:07 ' 55"
122.25'
65.18'
119.76'
19° 50.50"
710.00'
124.22'
245.94 '
95008' 16"
40.00'
43.76'
66.42 '
Outer
85°31'51,'
40.00'
37.00'
59.71'
25:58' 27"
200.00'
46.13'
90.67' '
64:01.33"
170.00'
106.28'
189.97'
56°07'55''
40.00'
21.33'
39.19'
56°07'55''
160.00'
85.31'
156.75'
56°07'55''
330.00'
175.95'
'323.30'
14°50'08''
220.00'
28.64'
56.96'
19:21'22"
650.00'
110.85'
219.59'
25022'27,'
50.00'
11.26'
22.14'
19021'22''
790.00'
134.73'
'266.88'
38:21'19"
325.00''
113.03'
217.56'
:12'00"
250.00!
62.80'
123.05'
i8°39'15''
50.00'
28.09'
51.19'
14°34'04''
165.00'
21.09'
41.95'
67:49'05
40.00'
26.89'
47.35'
58°39'15''
40.00'
22.47'
40.95'
25058'27''
210.00'
48.43'
95.20'
64:01'33"
180.00'
112.53'
201.14'
56°07'55"
50.00'
26.66'
48.98'
56°07'55''
185.00'
98.64'
181.24'
56°07'55''
340.00'
181.28'
333.09'
14:50'08"
230.00'
29.94'
59.55'
19021'22"
660.00'
112.56'
222.97'
25:22'27"
75.00'
16.88'
33.21'
19:21'22"
815.00'
138.99'
275.33'
38°40'01''
350.00'
122.80'
236.20'
28:12'00"
275.00'
69.08'
135.35'
25°58'27''
220.00'
50.74'
99.73'
64°01'33''
190.00'
118.78'
212.32'
56°07'55"
210.00'
111,97'
205.73'
56007'55"
350.00'
186.62'
342.89'
58:39'15'~
75.00'
42.13'
76.78'
14°34'04''
190.00'
24.29'
48,31'
67:49'05"
50.00'
33.61'
59.18'
58°39'15''
50.00'
28.09'
51~19'
14:34'04'' 14:34'0~"
40,00' 50.00'
5.11' 6.39'
10.17' 12.71'
14:50'08"
240.00'
31.25'
62.14'
19°21'22''
670.00'
114.26'
226.34'
25022'27''
100.00'
22.51'
44.29'
19:21'22"
840.00'
143.36'
283.78'
38:23'48"
375.00'
130.58'
251.31'
28°12'00''
300.00'
75.35'
147.65'
58°39'15''
100.00'
56.18'
102.37'
14:34'04"
215.00'
27.48'
54.66'
109°05,55'' 109005'55"
40.00' 50.00'
56.18' 70.23'
76,17' 95.21'
14°34'04'' 14:34'04"
340.00' 350.00'
43.46' 44.74'
86.45' 88.99'
t50~00' 00"
50.00'
186.6d
14°34'04I?
360.00'
46.01'
91.53'
OWNER'~ CERTIFICATE
STATE OF TEXAS:
COUNTY OF DALLAS:
~HEREAS, Troth Enterprises, Inc. and S. C. Parsons~ Inc., are the
owners of a tract of land situated in the James Parrish Survey, Abstract
No. 1i39, and J.C. Cook Survey, Abstract No.-315, City of. Coppell,
Dallas County, Tex~s and further being part of a 103.2252 acre tract
and being more particularly described as follows:
COMMENCING from an iron pin found at the intersection of the East
line of Moore Road (60' R.O.W.) and the North line of the St. Louis
and San Francisco Railroad (100' R.O.W.); Thence along the East line
of said Moore Roa~ the following; Thence North 01° 52' 17" East a
distance of 130.90 to a point for a corner; Thence North 23° 40' 07" East
a distance of 53.85 feet to a point for a corner; Thence North
010 52' 17" East'a distance of 250~0 feet to a point for a corner;
Thence-North 19° 55' 33" West a distance of 53.85 feet to a point for
a corner; Thence North 01° 52' 17" East a distance of 78.50 feet to
the POINT OF BEGINNING: ~
THENCE North 01° 52' 17" East c~ntinuing along the East line of
said Moore Road for a distance of 1207.27 feet to a point for a corner;
THENCE North 00 11' 13" West a distance of 73.75 feet to a point for
a corner;
THENCE North 89: 48' 47" East, departing from the East line of said
Moore Road for a distance of 93.66 feet to a point for a corner;
THENCE South 45: 01' 39" East a distance of 194.97 feet to a point
for a corner;
THENCE South 64: 47' 00" East a distance of 170.93 feet to a point
for a corner;
THENCE North 88° 00' 00" East a distance of 480.03 feet to a point
for g corner;
THENCE North 190 53' 06" East a distance of 2fl.03 feet to the
beginning of a curve to the right having a central angle of 060 56' 18",
a radius of 870.0 feet and a tangent of 52.74 feet;
THENCE along said curve to the right in a Northeasterly direction
for an arc length of 105.35 feet to a point for a corner;
THENCE South 63: 10' 36" East a distance of 240.0 feet to the
beginning of a curve to the right having a central angle of 00° 43' 36",
a radius of 630.0 feet and a tangent of 4.0 feet;
THENCE along said curve to the right in a Northeasterly direction
for an arc length of 7.99 feet to a point for a corner;
THENCE South 620 27' 00" East a distance of 60.0 feet to a pclnt for
a corner
THENCE South 85° 43' 59" East a distance of 59.23 feet to the
beginning of a curve to the left having a central angle of 58: 25' 58",
a radius of 60.0 feet and a tangent of 33.56 feet;
THENCE along said curve to the left in a Northeasterly direction for
an arc length of 61.19 feet to a point of reverse curvature cf a circular
curve to the right having a central angle of 70° 36' 12", a radius cf
485.0 feet and a tangent of 343.42 feet;
THENCE along said curve to the right in a Northeasterly direction
for an arc length of 597.65 feet to a point for a corner;
THENCE North 63° 09' 03" East a distance of 69.89 feet to a point
for a corner in the West line of Mockingbird Lane (a 60' R.O.W.) said
point being the beginning of a circular curve to the left having a
central angle of 7°2D'48",a-radius Qf 832.42.feet and a tangent of 53.44 feet
THENCE along said curve to the left in a Southeasterly direction
'along the West line of said Mockingbird Lane for an arc length of
106.74 feet to a point of tangency;
THENCE South 37: 48' 55" East a distance of 391.79 feet to a point
for a corner;
THENCE South 36° 22' 59" East a distance of 74.01 feet to a point
for a corner;
THENCE North 52° 11' 05" East, a distance of 60.0 feet to a point
for a corner in the East line of Mockingbird lane (a Proposed 60' R.O.W.);
TMENCE South 360 22' 59" East along the East line of said Mockingbird
Lane for a distance of 126.80 to a point for a corner;
, THENCE South 37: 48' 55" East a distance of 540.17 feet to the
beginning of a curve to the left having a central angle of 38° 57' 32",
a radius of 530.0 feet and a tangent of 187.47 feet;
THENCE along said curve to the left in a Southeasterly direction for
an arc length of 360.38 feet' to a point of tangency;
THENCE South 01: 08' 37" West a distance of 429.13 feet to the
beginning of a curve to the right having a central angle of 33
a radius of 464.47 feet and a tangent of 140.21 feet;
THENCE along said curve to the right in a Southwesterly direction
for an arc length of 2%2.33 feet to a point of reverse curvature of
a circular curve to the left, having a central angle of 15
a radius of 966.13 feet and a tangent of 127.19 feet;
THENCE along said curve to the left in a Southwesterly direction
for an arc length of 252.93 feet to a point of tangency;
THENCE South 19: 44' 17" West, a distance of 53.84 feet to a point
for a corner in the North line of the St. Louis and San Francisco
Railroad (a 100' R.O.W.);
THENCE NOrth 70~ 15' 43" West, along the North line of said St. L.
& S. F. Railroad for a distance of 60.0 feet to a poiht for a corner
in the West line of said Mockingbird Lane;
THENCE North 190 44' 17" East along the West line of said Mockingbird
Lane for a distance of 53.84 feet to a point of curvature of a circular
curve to the right having a central angle of 15: 00' 00", a radius of
1026. 13 feet and a tangent of 135.09;
THENCE along said curve to the right in a Northeasterly direction
for an arc length of 268.64 feet to a point of reverse curvature of a
circular curve to the left ha~ing a central angle of 150 57' 57'', a
radius of 404.47 feet and a tangent of 56.72 feet;
THENCE along said curve to the left in a Northeasterly direction
for an arc length of 112.71 feet to a point for a corner;
THENCE North 880 51' 19" West departing frop the West line of said
Mockingbird Lane a distance of 40.71 feet to the beginning cf a curve
to the right having a central angle of 14° 34' 04", a radius of 360.0
feet and a tangent of 46.01 feet;
THENCE along said curve to the right a distance of 91.53 feet to a
point of tangency;
THENCE North 74: 17' 15" West a distance of 541.93 feet to a point
for a corner;
THENCE North 06:48 00" East a distance of 76.0 feet to a point
for a corner;
THENCE North 150 38 00" West a distance of 152.0 feet to a point
for a corner;
THENCE North 43:50 00" West a distance of 202.0 feet to a point
for a corner;
THENCE North 760 48 00" West a distance of 105.0 feet to a point
for a corner;
THENCE North 120 40 00"'West a distance of 156.50 feet to a point
for a corner;
THENCE North 71° 41 00" West a distance of 426.55 feet to the
beginning of a curve to th~ left having a central angle of 42° 11' 26",
a radius of 275.0 feet and a tangent of 106.09 feet;
THENCE along said curve to the left an arc length of 202.50 feet tc
a point of tangency;
THENCE South 640 52' 17" West a distance cf 76.48 feet to a point
for a corner;
THENCE North 25o 07' 43" West a distance of 258.22 feet to a point
for a corner in the Proposed South line of Bethel School Road (a 60'
R.O.W.) said point being in a circular curve to the right whose center
bears North 12" 51' 48" W~st a distance of 360.0 feet, ~ central angle
of 24° 41' 57" and a tangent of 78.82 feet;
THENCE along said curve to the right for an arc length of ~55.19
feet to a point for a corner;
THENCE South 25: 07' 43" East a distance of 322.36 feet to a point
for a corner;
THENCE South 64° 58' 17" West a distance of 752.67 feet to the
beginning of a curve to the right having a central angle of 26° 59' 59",
a radius of 810.0 feet and a tangent of 194.46 feet;
THENCE along said curve to the right for an arc length of 381.70
feet to the POINT OF BEGINNING and containing 68.~941 acres or
2,970~536 square feet of land.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, Troth Enterprises, Inc. and S. C. Parsons, Inc., does hereby
adopt this plat designating the hereinabove described property as
Northlake Woodlands East, Phase 6, an addition to the City of Coppell,
Dallas County, Texas and does hereby dedicate to the public use
forever the streets and alleys shown thereon,and does hereby reserve
the easement strips shown on this plat for the mutual use and
accommodation of all public utilities desiring to use or using same.
Any public utility shall have the right to remove and keep removed
all or pa~t of any buildings, fences, trees, shrubs or other growths
or'improvements which in any way endanger or interfere with the
construction, maintenance or efficiency of its respective systems on
any of these easement strips; and any public utility shall, at all times,
have the right of ingress and egress to and from and upon the said
easement strips for the purpose of constructing, reconstructing,
inpecting, patrolling, maintaining and adding to or removing from all
or part of its respective systems without the necessity, at any time,
of procuring the permission of anyone.
WITNESS MY HAND, at Coppell, Texas, this the /.~ 3<':'~ ~ _~f /
day of~"~.4~'~-.,~q, 1985.
S. C. PARSONS, INC. TROTH ENTERPRISES, INC.
S. C. Parsons, President
S. C. Parsons, Vice President
STATE OF TEXAS:
COUNTY OF DALLAS:
BEFORE ME, the undersigned authority, a Notary Public in and for
said County and State on this day personally appeared S. C. Parsons,
Vice President of Troth Enterprises, Inc. and S. C. Parsons, President
of S. C. Parsons, Inc. known to me to be the person whose name is
subscribed to the foregoing instrument and acknowledged to me that he
executed the same in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this ay o.%:.,f.~-,~..~ , 1985.
//
:,, j ....
.
Nota'ry ~ubl±c.(i~'~nd'for Dallas
i. County, Texas
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT I, Don A. Tipton,. do hereby certify that I prepared this plat
from an actual and accurate survey of the land and that the corner
monuments .shown thereon were properly placed under my personal supervision
in ~,aec6rdahce with the Platting Rules and Regulations of the City of
Registered Public Surveyor
STATE OF TEXAS:
COUNTY OF DALLAS:
BEFORE ME, the undersigned, a Notary Public in and for said County
and State on this day personally appeared Don A. Tipton, known to me
t~.~b~h~..person whose name is subscribed to the foregoing instrument ,.
aH~..~h%~[~ged to me that he executed the same in the capacity
~IVEN',UNDER .M~ HAND AND SEAL OF OFFICE, this the/~ .day .., 1985.
APPrOVeD, this the~ ~'~ day of ~ ..... , 1985.
CHAIRMAN, Planning & Zoning Commission
I, the undersigned, hereby certify that the above and
foregoing plat of Northlake Woodlands~'East-Phase 6,,an
addition tq the City of Coppell, Texas, was appro ~d by
the City C~gncil of the City of Coppell on the .~
day of /~3j/ , 1985. This approval shall be-invalid
Unless-~e approved plat ~or such addition is recorded
in the Office of the County Clerk of Dallas County,
Texas, within (30) days from. said da%~ 0~: Final Approval.
cITY SEc~ETh~,[City of Co99~11, Texas
OWNERS CERTIFICATE
NORTHLAKE WOODLANDS EAST PHASE 6
COPPELL, TEXA i'