Gibbs Station 1-CS 921023oty of coppe~
Planning Dept.
255 Parkway Blvd.
Coppell, TX 75019
LETTER OF TRANSMITTAL~i~, !,~, ~-
! PUBLIC ~,'0~ S
BLqLDINO INSPI~CTION
WATJB~
PUBLIC WORKS
~'qGIN~RING
TU~C
DATE: OCTOBI~ 23, 1992
Omite STATION
WE ARB SENDINO YOU [ X ] Attached [ ] Under Separate Covet via C'iw mail Iht follow~ items:
[ ] Mask Up talam [ ] iqans [ ] Prims
[ I Co~ofh~m~ [ ] Copyof Lo#ar [ X ] ~utmdlqnalPlat
DATE NO.
THINE ARE TRANSMrlTED aa ehe~kedbelow:
[X] P~ Your Use
[ 1 As Requested
[ ] Fo~Review'e'C~nua~t
[
[
[ ] Appmved~sNoted
[ ] Appmved~sSubmiued
[ ] Note & Reply To:
[ ] Nom&FmwnrdTo:
] R~ubmlt __.CepiesforApprovd [ ] Submit__ ~piesfo~Dis~eution
] R~mm__ Cot~*u,~dl~atPhta [ ] R~umMa~l~mswlth~
150 200
SCALE IN FEET
DELTA = 04 ° I I' 36"
RADIUS= 225.00'
TANGENT= 8.24'
LENGTH = 16.47'
CHORD = 16.46'
CHD BRG= S 69°09'33''E
DELTA = 45'09'23'
RADIUS ,= 430,00'
TANGENT - 178,80'
LENGTH - 338,90' ~-.
CHORD - 330,19'
CHD BRG ,= N 37'10'58' E
DELTA -, 25'06'58'
RADIUS - 370.00'
TANGENT -, 82.42'
LENGTH ,- 162.19'
CHORD =, 160.90'
CHD BRG ,= N 47'12'11" E
4
5
w<
20
19
',,,//
'0/0 8_~.~. 1
ztc '4'.~,
~,
DELTA =
RADIUS ' ~
T~NT = 323.~'
~NG~ = 6~,15'
CH~D - 642.80'
CHD BRG = N 48'55'31' W
2
3
~ 15
e'
5
45'
CURB
~FRONT
ALLEY
VISIBILITY EASEMENT
DETA I L
Io'.lo _/[ I
PAD ESM'T LL~
5'J_l
I 5'
I 5'
TYPICAL TU ELEC. ESM'T.
13
x%'. 41
11
TANGENT
T1
T2
T4
T5
T6
T7
T8
T9
T10
Tll
T12
BEARING
LENGTH
N 55'21'18" W
S 11'45'15" W
N 88'50'47" E
N 02'45'27" E
N 87'14'33" W
N 02'45'27" E
N 53'26'16" W
S 72'03'55" E
N 05'24'29" E
S 55'39'12" E
S 02'14'45" E
S 10'41'04" W
30.01'
17.49'
14.25'
26.41'
20.29'
23.10'
63.10'
26.09'
29.99'
22.45'
59.20'
74.18'
CVNO
RADPT (N/E)
RADIUS DELTA TANGENT
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
0-11
C-12
C-13
C-14
C--15
2181.55
¢639.30
2181.55
5002.08
5008.58
5078.80
4203.34
4740.99
4373.29
4665.90
4557.57
4057.48
3900. g2
4437.38
4625.50
249.17
2341.21
249.17
2636.15
2368.97
2830.92
2995.30
2728.96
2868.25
3628.91
3590.30
3960.18
3277.92
2324.14
2554.98
3050.00' 08'07'57
200.00' 38'28'26
3370.00' 03'15'57
325.00' 18'17'23
200.00' 32'16'08
200.00' 49'12'23
500.00' 58'14'20
300.00' 62'38'59
225.00' 34'36'46
590.00' 49'20'45
475.00' 28'41'56
550.00' 10'40'45
550.00' 23'36'32
50.00' 155'19'0
50.00' 167~6'1
216.82'
69.79'
96.07'
52.32'
57.86'
91.58'
167.11'
182.58'
70.11'
271.03'
121.51'
32.71'
73.15'
121.66'
448.27'
LENGTH CHORD CHBRG
452.91'
134.50'
192.09'
103.74'
112.64'
171.76'
304.93'
328.03'
135.92'
508.12'
237.92'
65.23'
144.22'
118.09'
145.97'
/
M.L.R
21 x~i
22
18
452.55' S 51'17'20" E
131.79' S 51'30'43" W
192.07' S 48'07'34" E
103.50' N 40'56'51" W
111.16' S 55'55'51" E
166.53' N 64'23'58" W
291.98' N 34'31'39" E
311.93' S 32'19'20" W
135.87' S 38'20'49" E
492.57' N 45'42'48" W
235.44' N 84'44'07" W
65.14' N 07'35'06" W
145.20' S 01'07'12" E
92.49' N 78'27'45" W
99.58' S 08'54'25" E
10
9
G.
"16 .
OWNERS CERTIFICATE AND DEDICATION
STATE OF TEXAS ]
COUNTY OF DALLAS ] 26.024 ACRE TRACT
WHEREAS, GIBBS STATION, LTD., is the owner of a tract of land situated
in the B.B.B. & C.R.R. Survey, Abstract No. 199, the Edward Cook Survey,
Abstract No. 300 and in the John H. Mounts Survey, Abstract No. 903 in
the City of Coppell, Dallas County, Texas and being more particularly
described as follows:
BEGINNING at an iron rod found for corner at the intersection of
the northeasterly line of MacArthur Boulevard (a 100 foot right-of-way)
DELTA = 27°15'58'' with the southeasterly line of Allen Road (a 60 foot right-of-way);
RADIUS = 225.00° THENCE along the said southeasterly line of Allen Road the following
TANGENT = 54.57' courses and distances; N. 34°38'42'' E., 335.40 feet to an iron rod found
LENGTH =10~O7' for corner, and being the beginning of a curve to the right having a
CHORD =lOG.07'
CHD BRG =S 53°25'46"E central angle of 25°06'58'' a radius of 370.00 feet and a chord bearing
of N. 47°12'11'' E.; Thence along said curve 162.19 feet to the end of
said curve, an iron rod found for corner; Thence N. 59045'40'' E., 60.48
feet to an iron rod found for corner, and being the beginning of a curve
to the left having a central angle of 45°09'23'' a radius of 430.00 feet
and a chord bearing of N. 37010'58'' E.; Thence along said curve 338.90
feet to the end of said curve, an iron rod set for corner, and being in
a curve to the right running in a southeasterly direction and having a
central angle of 04°11'36'' a radius of 225.00 feet and a chord bearing
of S. 69009'33" E.;
DELTA = ~,9-12'2,~"
RADIUS = 175.00'
TANGENT = 80.15'
LENGTH = 150.29'
CHORD = 145.72'
CHD BRG = S 64'2.3'58" E
39 ~
11
,9
25
14
S B3'O0'
.51'
13
15
S. 89°00, IO"E.
25.00'
S 00'59'50" W
30.06'
S 60'47'50" E
146.27'
N. ESM'T
/ 12
' 36
57
/ /
/
38
34
S 891D0'10" E 203.93'
E 203.93'
51'
ROSS IN 2 9 YS 'ES.'T.
15' B.L. ]
29 I
89'00'10" ~/
~ 28
% 33
115.00'
I
.31 /
/
~ 32
/ /
R:40' ~
28 .~
27
~26
1
I MIN. F F
1453.5
89'00'1 O"
114.13'
12.
:~IP 2
453.0
,,
120.64'
/ MIN. FF 452.8
/N 89'00'10" W
/ 1¢6.18'
\ 4
7
84'3B'47" W
4.B3' \
EXIST. I0' DRAIN. ESM'T.
L. 85233 , PG,3303
TO 8E ABANDONED BY THE
FILING OF THiS PLAT
DEI~TA = 90-1B'04" ~ ,/
R~IUS = 430.00 / , '.
TANOENT = 4B2.27' / ,' r~/
-a,, ' / ~/ ~
LENGTH = 6~7.70 / ~ (~ ~/ - ,
/ I ~ x/ /
........ / D~TA = 44'47 32
LE~m, = ,~80.14'.
CHO~ ~' 662.95
CHD = w
"Floodplain Development Permit Application No. N
has been filed with the City _of Coppell Flo-o'd~lain
Admini_strator~.on ~/t~ , 19~ .
¢~o~n ~dminis trator) ( 6at_.~e )
J
J
hi
O~
OEFOREST
PARKWAY BLV
SANDY LAKE
VICINITY MAP
SCALE: I"= 2000'
ROAD
\
\
9
7
24
11
'20
/ ~
/ ~./
13
rod set for corner;
THENCE S. 39°47'47'' E., 436.24 feet to an iron rod found for corner;
THENCE S. 89°00 10" E., 295.51 feet to an iron rod found for corner;
THENCE N. 00°59 50" E., 25.00 feet to an iron rod found for corner;
THENCE S. 89°00 10" E., 25.00 feet to an iron rod found for corner;
THENCE S. 0"59 50" W., 30.06 feet to an iron rod found for corner;
THENCE S. 60°47 30" E., 146.27 feet to an iron rod found for corner;
THENCE S. 15°47 53" W., 70.00 feet to an iron rod found for corner;
THENCE S. 3°23'17'' E., 189.03 feet to an iron rod found for corner;
THENCE S. 32°33'20'' E., 112.40 feet to an iron rod found for corner;
THENCE S. 46°45'15'' E., 180.22 feet to an iron rod found for corner;
THENCE S. 65°51'13'' E., 194.85 feet to an iron rod found for corner;
THENCE S. 85°28'43'' E., 96.29 feet to an iron rod found for corner;
THENCE S. 9°05'05'' E., 175.19 feet to an iron rod set for corner,
and being in a curve to the right running in a westerly direction and
having a central angle of 3"58'23'' a radius of 500.00 feet and a chord
bearing of S. 82o54'06'' W.;
THENCE along said curve 34.67 feet to the end of said curve, an iron
rod set for corner;
THENCE S. 2°14'45'' E., 14.83 feet to an iron rod set for corner and
being the beginning of a curve to the left having a central angle of
10o40'43'' a radius of 325.00 feet and a chord bearing of S. 7o35'06'' E.;
THENCE along said curve 60.57 feet to the end of said curve, an iron
rod set for corner, and being the beginning of a curve to the right having
a central angle of 23o36'32'' a radius of 375.00 feet and a chord bearing
of S. l°07'12'' E.;
THENCE along said curve 154.52 feet to the end of said curve, an
iron rod set for corner;
THENCE S. 10041'04'' W., 45.13 feet to an iron rod set for corner
on the north line of Village Parkway (a 60 foot right-of-way), and being
in a curve to the left running in a westerly direction and having a central
angle of 11°22'38'' a radius of 330.00 feet and a chord bearing of
N. 80°39'35'' W.;
THENCE along said curve and the said north line of Village Parkway,
the following courses and distances; 65.53 feet to the end of said curve,
an iron rod found for corner, and being the beginning of a curve to the
right having a central angle of 44"47'32'' a radius of 870.00 feet and
a chord bearing of N. 63°57'08'' W.; Thence along said curve 680.14 feet
to the end of said curve, an iron rod found for corner, and being the
beginning of a curve to the left having a central angle of 90018'04'' a
radius of 430.00 feet and a chord bearing of N. 86°42'24'' W.; Thence along
said curve 677.70 feet to the end of said curve, an iron rod found for
corner; Thence S. 48"06'12'' W., 5.20 feet to an iron rod found for corner,
and being at the intersection of the said north line of Village Parkway
with the said northeasterly line of MacArthur Boulevard, said point also
being in a curve to the left running in a northwesterly direction and
having a central angle of 12°51'34'' a radius of 2870.00 feet and a chord
bearing of N. 48°55'31'' W.;
THENCE along said curve, and the said northeasterly line of MacArthur
Boulevard, 644.15 feet to the Point of Beginning and containing 26.024
acres (1,133,567 square feet) of land.
Save and except 0.888 acres (38,678 square feet) in Beverly Drive
(formerly Warren Drive, an existing 50 foot right-of-way);
STATE OF TEXAS ]
COUNTY OF DALLAS ]
S 85'28'43' E
96.29'
2
I
~3 16 /
0.414 ACRE TRACT
WHEREAS RAY WARREN, is the owner of a tract of land situated in the
B.B.B. & C.R.R. Survey, Abstract No. 199 and the John H. Mounts Survey,
Abstract No. 903 in the City of Dallas, Dallas County, Texas and being
more particularly described as follows:
COMMENCING at a point of intersection of the northeasterly line of
MacArthur Boulevard (a 60 foot right-of-way) with the southeasterly line
of Allen Road (a 60 foot right-of-way); Thence along the said southeasterly
line of Allen Road the following courses and distances; N. 34°38'42'' E.,
335.40 feet to the beginning of a curve to the right having a central
angle of 25°06'58" and a radius of 370.00 feet; Thence 162.19 feet to
the end of said curve; Thence N. 59045'40'' E., 60.48 feet to the beginning
of a curve to the left having a central angle of 45°09'23" and a radius
of 430.00 feet; Thence 338.90 feet to the end of said curve, a~d being
in a curve to the right running in a southeasterly direction and having
CREEK
O
,,.1 3 ~ ~ _~ ..... 0
..... ~ ~ ~--~ TANGENT = 17.34, m
', ~ L~G~ = ~4.67
~, ~ORD = 34.66' , ,
S 0214'4~E CHG BRG = S 82'5406 W
:LTA-~~: ....
¥~ ~ ;"= 30.37' '..
~ = 60.57' ' 0
~ = 60.48'
O~--~' GHD', ~fiG = S 07'35'06" E
-~,, DELTA = 23'3632
c' ?,RADIUS = 375.00
~ -''" ~ ~GENT = 78.37'
~" .~~ = 154 52'
/ ,~ ,~, RECEIP~ ACK~O~E~
. .~' _>. Paragon Cable
' ,' ". ", NO~S: ',
/ ,/~, l'k 2~ ~oot front yard setbacks on lots 1-5, Block
, ---__ I TANGENT = 32~87'
'~-~-_ ---'--__ LEN{~TH = 65J53'
/ ..... ~_ -T-CHBRD__= 65~42'
/ CHD/ B-R-G -=- AL -~q '3-9-'35~ W
RECOMMENDED FOR APPROVAL
C~,~I"R.~,~':' RO'BE~T GREEN
Planning & Zoning Commission
City of Coppell, Texas
APPROVED AND ACCEPTED:
City of Coppe/1, Texas
I
I
D~t~ o~ Approval
Date of Approval
The undersigned, the City Secretar7 of the City~/_~o~ Co~e/1, TeFafs,
hereby certifies that the foregoing finlal plat of
Subdivision or Addition to th~City of Coppell was-%~6b~¥t~d to the City
Council on the ~ day of C~c-~ , 1992 and the Council, by formal
action, then and there accepte~ the dedication of streets, alleys, parks,
easements, public places, and water and sewer lines as shown and set forth
in and upon said pla~, and said Council further authorized the Mayor to
note the acceptance thereof by signing hisz~ .~_~na;ne~as hereinabove subscribed.
Witness my hand this t~"' day of L'~¢-~4~-~ A.D., 1992.
~t~ ;ecretar'
2~. maximum 55% coverage on lots 1-15, Block "G"
3. 5 foot side yard setbacks on lots 1-15, Block "G";
corner lots maintain 15' side yard
4. prospective buyers provide a single-page sheet
disclosing the existence of the Lakes of Coppell
Homeowners Association indicating the tax rate
at the time the earnest money contract on the
house is executed
5. 20 foot building on lots 16-28, Block "C"
6. 155% maximum coverage on lots 16-28, Block "C"
7. 5 foot side yard setback on lots 16-28, Block
"C" corner lots maintain 15' side yards
8. 62 foot minimum lot width on lots 16-28, Block
OWNER
GIBBS STATION, LTD.
5539 YALE BOULEVARD SUITE I00
DALL AS , TEXAS 75206-5015
feet leaving the said southeasterly line of Allen Road to the POINT OF
BEGINNING, an iron rod set for corner, and being in another curve to the
right running in a southeasterly direction and having a central angle
of 27"15'58'' a radius of 225.00 feet and a chord bearing of S.
53°25'46'' E.;
THENCE along said curve 107.07 feet to the end of said curve, an
iron rod set for corner;
THENCE S. 39"47'47" E., 241.58 feet to an iron rod set for corner,
and being the beginning of a curve to the left having a central angle
of 49°12'23'' a radius of 175.00 feet and a chord bearing of
S. 64°23'58'' E.;
THENCE along said curve 150.29 feet to the end of said curve, an
iron rod set for corner;
THENCE S. 89°00'10'' E., 203.93 feet to an iron rod found for corner;
THENCE S. 00°59'50'' W., 25.00 feet to an iron rod found for corner;
THENCE N. 89°00'10'' W., 295.51 feet to an iron rod found for corner;
THENCE N. 39°47'47'' W., 436.24 feet to the Point of Beginning and
containing 0.414 acres (18,041 square feet) of land.
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, GIBBS STATION, LTD. and RAY WARREN, acting herein by and
through its duly authorized officers, does hereby adopt 'this plat
designating the hereinabove described property as GIBBS STATION, PHASE
ONE, an addition to the City of Coppell, Texas and does hereby dedicate
to the public use forever, the streets, alleys and easements shown thereon.
The easements Shown hereon are hereby reserved for the purpose as
indicated.
No Buildings, fences, trees, shrubs or other improvements or growths
shall be constructed or placed upon, over or across the "Utility Easements"
as shown. Said "Utility Easements" being hereby reserved for the mutual
use and accommodation of all public utilities desiring to use or using
same. All and any public utility shall have the right to remove and keep
removed all or parts of any buildings, fences, trees, shrubs or other
improvements or growths which may in any way endanger or interfere with
the construction maintenance or efficiency of its respective system on
the "Utility Easements" and all public utilities shall at all times have
the full right of ingress and egress to or from and upon the said "Utility
Easements" for the purpose of constructing, reconstructing, inspecting,
patrolling, maintaining and adding to or removing from all or parts of
its respective system without the necessity at any time of procuring the
permission of anyone.
Witness our hand at Dallas, Texas this the ~f~ day of
0~0~'~ , A. D., 1992.
GIBBS STATION, LTD.
STATE OF TEXAS ]
COUNTY OF DALLAS ]
Before me, the undersigned, a Notary Public %n ~nd for said County
and State, on this day personally appeared ~~ ~.~bO/~,~_ , known
to me to be the person and officer whose name is subscribed to the
foregoing instrument and acknowledged to me that he executed the same
for the purposes and consideration therein expressed, and in the capacity
therein stated.
of 0~i~der ?Yl~¢~ and seal o~ office,~thi~ the ~f~ day
![~[,,,~% NOTARY PUBLIC ~otary Public in and f~ the State of Texas
'~;k;~JS/ _StYe of Texas ~ ~
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 RAY WARREN , known to me to
be the person whose name is subscribed to the foregoing instrument and
acknowledged to me that he executed the same for the purposes and
consideration therein expressed.
Given under my hand and seal of office, ~hi%the ~ day
of 0bf0&~-- , 1992. ~
Notary Public 'in and ~ate of Texas
STATE OF TEXAS ]
COUNTY OF DALLAS
]
KNOW ALL MEN I, V. L. MATOCHA, do hereby
certify that I prepared this plat from an actual and accurate survey of
the land; That the corner monuments shown were properly placed under my
personal supervision in accordance with the platting rules and regulations
of the City of Coppel~.
t...V.:.~X+~&~,~' .~ V. L. MATOCHA '
~:.~ .~.~ .~.~z NO. 1816
]
Before me, the undersigned, a Notary Public in and for the said County
and State, on this day personally appeared V. L. MATOCHA, known to me
to be the person whose name is subscribed to the foregoing instrument
and acknowledged to me that he executed the same for the purpose and
consideration therein expressed.
Given under my hand and seal of office, this the ~ ~ Day of
.~/~/, , A.D., 1992.
RAYMOND ESPINOZA
Not:fy Public. State of Texas
My Comm. Exp. 6-29-94
Notary Pub~ in at,for ~ State of Texas
FINAL PLAT
STATION
.............. G-1-8 BS
PHASE ONE
AN ADDt-F!ON TO THE CITY OF COPPELL
ABSTRACT
ABSTRACT
ABSTRACT
, T E X. AS
B. q B. 8 C.R.R. SURVEY ,
EDWARD COOK SURVEY ,
JOHN H. MO~JNTS SURVEY ,
DA L L AS COUNTY
::::%: :;:; :?
300' -
',.E)
903
APRIL t992
SCALE:I"= I00'
DAN M. DOWDEY B ASSOCIATES, INC.
16250 DALLAS PARKWAY SUITE I00
(214) 931-- 0694 DALLAS, TEXAS 75248
W.O. 91-077