Fountain Park FP filed w/County 0830930
FJ5W
W >
I Q
J \�
_ 50'
WEST WIND � DRIVE WESTWIND COVE
Water ide Estates, Phase No.I
Vol. 8 036 , P9.402, M.R. .C.T
27 26 25 24
23 22 1 21
B L 0 C K B
I2 6.96'
CURVE
DELTA ANGLE
RADIUS
ARC
TANGENT
CHORD
CHORD
BEARING
C
1
03023'00"
2
500.00'
29.53'
14.77'
29.52'
S
89003'00'W
S
C
2
03°23'00'
19. 4 6�
t
500.00'
29.53'
14.77'
29.52'
S
89003'00"W
C w N Set Crows Foot
' SANITARY SEWER p
I
C
3
19013'10"
o
0
325.00'
109.02'
55.03'
108.51'
S
10°33'07"W
0 10
C
4
93°31'43"
10.00'
16.32'
10.64'
14.57'
N
46°01'22"W
26.57'
C
5
88'02.27'
22'17'22'W
10.00'
15.37'
9.66'
13.90'
N
44°45'44"E
C
6
90'12'00'
S
10.00'
15.74'
10.03'
14.17'
N
44°09'29"W
01°13'18'E
C
7
58'59'45'
13
10.00'
10.30'
5.66'
9.85'
N
40033'18"E
S
C
8
90'12'00'
L
10.00'
15.74'
10.03'
14.17'
N
44°09'29"W
16
C
9
89'55'23"
34.31'
10.00'
15.69'
9.99'
14.13'
N
45°54'15"E
L
C
10
101"45'09'
30.00'
53.28'
36.88'
46.55'
S
38°15'29"E
23.85'
C
11
89'47'57'
10°41.06"E
10.00'
15.67'
9.96'
14.12'
S
45°50'31"W
1/2"FIR
UTILITY COMPANY
S 89° 08 ' 0,3"E 490.84
' 1 1 /2" FIR
70.001 140.84'
70.00'
70.00
70.00'
70.00'
- _ v3
21.64'
L
2
S
17°50'43"E
g -0-g3
48.45'
L
3
S
14'08'26"E
19.23'
19. 4 6�
t
4
L
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04°58'26"E
B L 0
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L
C w N Set Crows Foot
' SANITARY SEWER p
I
S
o
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o
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0
0
0'^
. EASEMENT <v »
O1 m. SCALE: I -50'
07'56'51"W
0 12 0
0 II
0 10
0 9
o
0
_ O 7.5'
8 0, 7 N 0 50 100
Unplatted
A.R. Mc Donald
Vo I. 3824, Pg. 292, D.R.D.C.T.
APPROVED PD -126 STIPULATIONS
1) Maximum of 30 Single Family residences;
2) Entrance drive be made to line up with
Sugarberry Drive;
3) Entrance to be as aesthetically pleasing
as possible;
4) That there by lighting and benches in
the open space and the fountain be built,
if possible;
5) Minimum building side yards be 6 feet;
6) There be a minimum 1800 square foot house
size as well as an 8 1/2 x 11 sheet
outlining that this is part of the Lakes
of Coppell Master Association and there
will be an additional assessment on each
property and at the time that. this
notification is given the amount of
assessment in effect at that time shall
be included, and this will be done at the
time an Earnest Money Contract is
executed on each of the lots.
0 25' BUILDING - 10'x10' T.U.E. - to o MIN. F.F. =453.0
z
/LINE TRANSF ESMT.J�'B.L.Qo
z2'0 /<1 NOTE: ALL CORNERS ARE
5' T U.E. ESMT. \ R' Ike `L� �.�� CASet SET 1/2" IRON RODS UN -
70 (3' r- 1 91 \ <5 �y5' \�G Crows LESS OTHERWISE NOTED
70.00 70.00' 70.00' 70.00- 4 \�,O Foot
FOUNTAIN HEAD LANE 6
_ a _ S 89°08' 3"E 317.08' MIN. F.F. = 453.0 In Lakes of Coppell
149.50' - - - - 567.58 -p
N =1 Q I 6 _j Owners Association
i NI 20' DRAINAGE
� EASEMENT J
c9 - 107.0 f ' I (
94.82 ' 17.1 I
FT
35 25' 15' BUILDING LINE _� 89;03 i75' T.U.E. ESMT. O,�I\
S 'E
I_ 1 1(2.34' J
cv 5C\1 cli 6 i A _0 6.34' C0
� I n ' Dt
I �_ 2.5' T.U.E. ESMT. �V C,� 5
M �1 M EXISTING 20' ACCESS 8 MAINTENANCE EASEMENT
i S 89'03.27'E N 89°03'27'W 0 MIN. F.F. =453.0/ Al,
VOL. 85233, PG. 3385, D.R.D.C.T.
I17.00N M0!1i6' B. L. 6' BIL . ' OD V
Q 128.54' 0 0 0 J 11-92'
N I o Z 4 7 N -lo xlo'T.U.E. / Existing Lake
to w o o 'i LO w TRANSF. ESMT.
_ cO tO n �' I Z / Q EXISTING 10' MAINTENACE EASEMENT
Iii Ira 6' B L. 6' B.L. Z c" J 4; VOL. 84244, PG 5412, D.R.D.C.T.
I" _j N , Oi N MIN. F. F. = 453.0 �✓
LINE
UTILITY COMPANY
BEARING
DISTANCE
L
I
S
10°16'55"E
- _ v3
21.64'
L
2
S
17°50'43"E
g -0-g3
48.45'
L
3
S
14'08'26"E
19.23'
L
4
S
04°58'26"E
18.84'
L
5
S
00°49'16"W
24.50'
L
6
S
07'56'51"W
22.00•
L
7
S
13°03'36'W
23.43'
L
8
S
18°40'36'W
26.57'
L
9
S
22'17'22'W
48.46'
L
10
S
17°15'44'W
42.04'
L
II
S
10"25'11"W
20.35'
L
12
S
01°13'18'E
19.04'
L
13
S
17°44'05"E
19.46'
L
14
S
33°02'36"E
16.44'
L
15
S
46°05'06"E
17.72'
L
16
S
51°30'37"E
34.31'
L
17
S
59°24'01"E
36.35'
L
18
S
65°25'22"E
31.85'
L
19
S
66°56'04"E
23.85'
L
20
S
10°41.06"E
42.55'
L
21
S
00°51'57"W
25.00'
No Scale
SITE
IM z 1 17.00' wl r7 0' p d f4 20 EXISTING 20' BUILDING LINE V I C IN IT Y MAP
o B L 0 C K ;� B o I I 2 nJ j VOL. 84244, PG.5412, D.R.D.C.T
O J MN IOxIO'T.U.E. Z LI I
o 0 _ 0 TRANSF ESMT. o 00 $ I (I . (7' 6.14'
W o �M m in "T3 `00"to M to 8 0 L 12
N L13
u`�i ccv 6' B.L. z 6 B. L. in W 0 3
MI$ 1 (7.00' I 117.00 N Inz 0 MIN. FF. =453.0 \ (_ 1 t, NOTE : Common Area To Be
�5' T.U.E. ESMT. ll,_g0' C Maintained By
o0 o N- '
0 o0 2 0 0 9 0 I 77.04' 57.72' s
0 V I co coo c0D 0 t3 w NO FENCE TO 6�\2'
0 6B.L.
Z BE PLACED
' . I 6'B.L. `�� OUTSIDE
Z X3-2 E ito
n Icy BUILDING LINE:' F /
I 117.00' ie z 0 w 39,
1 (7.00' O d• - ON THIS LOT ,,, •
'r o n MIN. F.F. =453.0 o v
i 2.5' T. U. E. ESMT. to V 0 ,.� .
tp t* , O N
o � >> m I o 0 2 ,d - 13 \ /9
I N I ^ ( to O O� \
to 0 Z O COMMON ARES '�W
5' T.U.E. ESMT. - N cp cn
35' 25' 15' BUILDING LINE 5' T.U.E. ESMT. 25 I 25 ---� BUILDING LINE z N 0°44 30 E \ p r
i 25 N N
0 4 3.78' --""'�
G
106.97' C', h �--- 22.3931.00'-47.78' ® DRAINAGE EASEMENT
107.04 I �' 28.0 5'-39.39' 78.14'
5' T.U.E. ESMT. LO
9.08' 1/2" FI R
m (
10'x 10 T.U.E. a
CQ 149.50' TRANSF. ESMT Cl N 89' 15'30"
_ _ _ 14_9.50' _ _ 35.12' C2 S 87°_21'30'_W 13_9.91
- - - N 89° 15'30"W 334. 12' e- - �- - 118.49 e - -� 50.35' (n
FOUNTAINDRIVE
R N 0
ORI V E I {c 16.24' 51 .96' N Lot I
70.00' 70.00' 70.00' 70.00' 70.00' 19.21' 31.00' 19.84' 61 .49' G� 25' 25' f s tJ� Lakeside Village
10'x10'T.U.E. J 25' B.L.
TRANSF. ESMT. 25' BUILDING I LINE I I W I _� 01 Vol.85f86, Pg. 1670,M.RD.C.T.
0 15 WATER 3 Z
I ,Q IN QV M 5� T.UI.E. ESMT.
EASEME NT 0 �GD
o 7.5 0 J
O 0 JM -
0 7 0 6 5 4
0 0 0 2 0 Co
I O NCm0 O Jds
O 1 0 0 in in N
B L p I C K I - o- - rn Z Iw rn w
A 7.5' <n S45044'30 W 10 3 I BS 404 1530DE
7.5' T.U.E. T.U.E. ESMT. 12.73' iM I 12.73' tQ
ESMT. W S44°15'30"E 21.21'
70.35' 70.00' 70.00' 70.00' 70.00' 70.00' 72.00'14-0oto �• 84.94'15' UTILITY 8 LANDSCAPE/SIDEWALK EASEMENT
tD LOT 8 492.35' 15' UTILITY 8 LANDSCAPE/SIDEWALK EASEMENT S45°44'30"W� ;r, a ,o.(�
21 21 _ z �ofLOT 2 -Ex. 15'Util. Esmt.
492.40' 24.0 24. 24.0 85.90' 835.4' to
cw -EXISTING 20' UTILITY EASEMENT 25I ROW DEDICATION � '
UL
VOL.79074 PG. 157 173 t86 189 D.R. QC.T.
0 MacArthur Blvd,
N 890 15 0 30"W 630.001, VISIBILITY TRIANGLES POINT OF BEGINNING
Approximate
Patience Piles Survey. Abstract No. //37 Survey Line 8.8-88 C.R. R. Survey, Abstract No. /99
O lames Parish Survey, Abstract No. 1139 - - - 00_
0
SANDY LAKE ROAD to
12 1 3
50'
14 15 16 17 18 19 20 21 22 23
B L 0 C K 9 �
WW
Woodridge Section 2 (Revised) I m >
Vo 1 .83099 , Pg. 1840, M.R. D.C.T. I Ir
Q 0
(9
cn
B L 0 C K 10
Woodridge Section 2
Vol.81006, Pg.2252,M.R.D.CT.
FLOODPLAIN DEVELOPMENT PERMIT NO. IN !i#
HAS BEEN FILED WITH THE CITY OF COPPELL FLOODPLAIN
ADMINISTRATOR_ ON , 199- .
, , - 15-101- *1,-%)
FI dplain Ad mi striator Date
OWNERS CERTIFICATE
STATE OF TEXAS }
COUNTY OF DALLAS }
WHEREAS, WATERS EDGE JOINT VENTURE, is the Owner of a tract of land
situated in the Patience Piles Survey, Abstract No. 1137 and the
B.B.B. & C.R.R. Survey, Abstract No. 199, Coppell, Dallas County,
Texas, said tract of land conveyed to Waters Edge Joint Venture by deed
recorded in Volume 92174, Page 0164, Deed Records of Dallas County,
Texas and being more particularly described as follows:
BEGINNING at a set 1/2 inch iron rod in the northerly line of Sandy
Lake Road (an 80 foot/105 foot right of way at this location), said
point being N 89015'30" W, a distance of 835.40 feet and S 02056'53"E,
a distance of 25.05 feet from the intersection of the northerly line of
Sandy Lake Road with the westerly line of MacArthur Boulevard (a 100
foot right of way);
THENCE, N 89015'30" W, with the northerly line of Sandy Lake Road, a
distance of 630.00 feet to a set 1/2 inch iron rod for a corner, said
point being the southwest corner of the said Sunbelt tract and said
point being the southeast corner of a tract of land conveyed to A. R.
McDonald by deed recorded in Volume 3824, Page 292, Deed Records of
Dallas County, Texas;
THENCE, N 00° 56'33" E, departing the northerly line of Sandy Lake Road
and with the easterly line of the said McDonald tract, a distance of
664.52 feet to a found 1/2 inch iron rod for a corner at the northeast
corner of the said McDonald tract and said point being in the southerly
line of Waterside Estates Phase No. 1, an addition to the City of
Coppell, Texas according to the map thereof recorded in Volume 86036,
Page 402, Map Records of Dallas County, Texas;
THENCE, S 89 008'03" E, with the southerly line of the said Waterside
Estates Phase No. 1, a distance of 490.84 feet to a found 1/2 inch
iron rod for a corner at a rock wall, said point being in the westerly
line of a tract of land conveyed to The Lakes of Coppell Owner's
Association by deed recorded in the Deed Records of Dallas County,
Texas;
THENCE, the following courses and distances with the easterly line of
the said Sunbelt tract and the westerly line of the said The Lakes of
Coppell Owner's Association tract:
- S 10016'55" E, a distance of 21.64 feet to a set "crow's foot" for
an angle point;
- S 17050'43" E, a distance of 48.45 feet to a set "crow's foot" for
an angle point;
- S 14008'26" E, a distance of 19.23 feet to a set "crow's foot" for
an angle point;
- S 04058'26" E, a distance of 18.84 feet to a set "crow's foot" for
an angle point;
- S 00049'16" W, a distance of 24.50 feet to a set.1/2 inch iron rod
for an angle point;
UTILITY CERTIFICATE
This plat correctly presents the required utility
easements for this development.
UTILITY COMPANY
DATE
SIGNATURE
Lone Star Gas
�' "
General Telephone
- _ v3
`
TU Electric
0p2•°13
,Q
Cablevision
g -0-g3
,U,---
RECOMMENDED FO APPROVAL:
D ,A
0 kk t kl, ..
Date
C airman, Fl.
ann n & Zoning Commission
City of Coppell, Texas
APPRO ED AND ACCEPTED:
Date Mayor,
City of Coppell, Texas
The undersigned, the City Secretary of the City of Coppell, Texas
hereby certifies that the foregoing fia plat of fountain Park
Addition, an addition to the City of Coppe T xas, was submitted to
the City of Council on the � day of , 1993, and the
City Council, by formal action, then and ere ccepted the dedication
of streets, alleys parks, easements, public spa -des and water and sewer
lines, as shown, and set forth in and upon said plat, and that said
Council further authorized Mayor to note the acceptance thereof by
signing his name as hereinabove described.
WITNESS Y HAND, this the day of 1993.
SURVEYOR CERTIFICATE
I, L. Lynn Kadleck, hereby certify that I have prepared this plat from
an actual and accurate survey of the land, and that the corner
monuments shown hereon were properly placed under my direct supervision
in accordance with the Platting Rules and Regulations of the City
Planning Commission of the City of Coppell, Texas.
L. Ln Kadleck
R.P.L.S No. 3952
STATE OF TEXAS }
COUNTY OF DALLAS }
BEFORE ME, the undersigned, a Notary Public in and for the State of
Texas, on this day personally appeared L. Lynn Kadleck, 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
considerations therein expressed.
GI"N UNDER MY HAND AND SEAL OF OFFICE this the 2zt06 day of
1993.
Notaryblic in and for the State of Texas
My Commission Expires: d L
- S 07056'51"W, a distance of 22.00 feet to a set 1/2 inch iron rod
for an angle point;
- S 13°03'36" W, a distance of 23.43 feet to a set 1/2 inch iron rod
for an angle point;
- S 18°40'36" W, a distance of 26.57 feet to a set 1/2 inch iron rod
for an angle point;
- S 22017'22"W, a distance of 48.46 feet to a set 1/2 inch iron rod
for an angle point;
- S 17015'44" W, a distance of 42.04 feet to a set 1/2 inch iron rod
for an angle point;
- S 10"25'11" W; a distance of 20,35 feet to a set 1/2 inch iron rod
`or an angle point;
- S 01013'18" E, a distance of 19.04 feet to a set 1/2 inch iron rod
for an angle point;
- S 17044'05" E, a distance of 19.46 feet to a set 1/2 inch iron rod
for an angle point;
- S 33002'36" E, a distance of 16.44 feet to a set 1/2 inch iron rod
for an angle point;
- S 46005'06" E, a distance of 17.72 feet to a set 1/2 inch iron rod
for an angle point;
- S 51030'37"E, a distance of 34.31 feet to a set 1/2 inch iron rod
for an angle point;
- S 59024'01" E, a distance of 36.35 feet to a set 1/2 inch iron rod
for an angle point;
- S 65°25'22" E, a distance of 31.85 feet to a set 1/2 inch iron rod
for an angle point;
- S 66056'04" E, a distance of 23.85 feet to a set 1/2 inch iron rod
for an angle point, said point being the most westerly northwest
corner of Lot 1 of Lakeside Village, an addition to the City of
Coppell, Texas according to the map thereof recorded in Volume
85186, Page 1670, Map Records of Dallas County, Texas;
THENCE, S 10 041'06" E, departing the said rock wall and with the
easterly line of the said Sunbelt tract and the westerly line of said
Lot 1, a distance of 42.55 feet to a ,found 1/2 inch iron rod for an
angle point;
THENCE, S 02056'23" E, with the easterly line of the said Sunbelt tract
and the westerly line of said Lot 1, a distance of 193.41 feet to the
Point of Beginning and Containing 361,869 square feet or 8.3074 acres
of land, more or less.
STATE OF TEXAS }
COUNTY OF DALLAS }
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, Waters Edge Joint Venture, does hereby adopt this plat
designating the herein described property as FOUNTAIN PARK ADDITION, an
addition to the City of Coppell, Texas and do hereby dedicate to the
public use forever the streets and alley shown hereon and do hereby
reserve the easement strips shown on this plat for the mutual use and
accommodation of garbage collection agencies and all public utilities
to use or using same. Any public utility shall have the full right to
remove and keep removed all or part of any buildings, fences, trees,
shrubs or other improvements or growths which in any way endanger or
interfere with the construction, maintenance, or efficiency of its
respective system on any of these easement strips,. and any public
utility shall at all times have the right of ingress and egress to or
from and upon the said easement strips for the purpose of constructing,
reconstructing, inspecting or patrolling their respective systems,
without the necessity at any time of procuring the permission of
anyone. This plat approved subject to all platting ordinances, rules,
regulations and resolutions of the City of Coppell, Texas.
WITNESS MY HAND at Dallas, Texas, this 3� day of AN40 `
1993.
BY: WATERS EDGE JOINT VENTURE
VIti-1.1
/
Tifn House
Authorized Signature
STATE OF TEXAS }
COUNTY OF DALLAS }
BEFORE ME, the undersigned, a Notary Public in and for the State of
Texas, on this day personally appeared Tim -House , Authorized Signature
for Waters Edge Joint Venture, known to me to be the person and officer
whose name is subscribed to the foregoing instrument and acknowledged
to me that the same was the act of the said Waters Edge Joint Venture,
and that he executed the same for the purposes and considerations
therein expressed and in the capacity therein stated.
GIV7,�,,NN UNDER KY HAND AND SEAL OF OFFICE this the -3--yz day of
(f�lil.Lt 1r1
1993.
Notary�Oublic in and for the State o)
If `Texas
My Commission Expires: �6 T -
NOTE: A Variance to the maximum 5% Vertical Grade
for streets (per the Subdivision Ordinance)
s granted for Fountain View Place to allow
?. 5t per grade. C7
Cl)
C5
�Y
t"U
AREA 8.3074 ACRES
ZONING: PD -SF- 7
NO. OF LOTS = 30
FINAL PLAT
FOUNTAIN PARK ADDITION
PATIENCE PILES SURVEY, ABSTRACT NO. 1137
B. B. B. 81 C.R.R. SURVEY, ABSTRACT NO. 199
COPPE LL , DALLAS COUNTY, TEXAS
OWNER/DEVELOPER: ENGINEER /SURVEYOR:
WATERS EDGE J.V. KADLECK & ASSOCIATES
c/o M R.. TIM HOUSE ENGINEERING PLANNING SURVEYING
5336 Alpha Rd. Suite 5. Dallas. Texas
5220 SPRING VALLEY, STE.500 (214) 702-0771 75240
DALLAS, TEXAS 75240
MR. L. LY N N KADLECK, P.E., R.P. L. S.
( 21.4 ) 934 -0123 DATE: MAY , 1993
M
MCS