Alexander Ct-PN080411LEGEND EDWARD A. CROW SURVEY GRAND COVE ESTATES PLANT TION
I.P.F IRON PIN FOUND VOL. 94190, PG. 4358
A D. R. D. Co., Tx. SPANIS PANIS MOSS
SANITARY SEWER M.H. 10 1 KAYE
WATER VALVE COUNTRY ESTATES 1 VOL. 92188 11 COOPER
PG. 3639 0 , 8. N 1 4! z Coz sY
FIRE HYDRANT 8 7 E 192.6 0
D.R.D.Co.,Tx. ...................... 0 KS
w BROO
POWER POLE 60' 0 9ft
Original Scale 1" 50 184. z a DILLARD
0 E - OVERHEAD ELECTRIC \ \ \ { 1�� ! , '
GRAPEVINE CREEK
Graphic Scale in Feet -SS-SS- SANITARY SEWER LINE
uj
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BLOCK A
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JOSEPH Q. THWEATT
ESTATE
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12 ()4.84 4u 00 - I
34.46 Q 7.00 J.W. THWFATT
1 \ µ;Vi ��.O�o 40 3 r.
1 1,00 Year Floodplain
VOL. 515" PG. 76
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10 ELECTRICAL Ln
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x,2',\'1 \ • 0 a/ M.
Iq 04 7b BLOCK A EASEMENT 0) 01
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3
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1 0.725 AC. (p - 1\.4o ---- 25 0
EASEMENT- b I m cr)
(SURVEYED) 457 m LOT LINE ,& CENTERLINE W) 1 �ci 20' SEWER SANITARY
8 29 5' MAINTENANCE OF SCREEN ; ING WALL
CO EASEMENT
C.0 1A EASEMENT
4 PHILIP A. BERKEBILE ---- b- ;�) I * �- � 0 0
1 Cd 0 ho / U Z J --% T-6 VOL. 93215, PG. 8992
F498.51 t') I . \ !�� 6 : S wirli" w T:5
m S 88*2WOO* W 0 . -T-7 D.R.D.Co.j.
RECORD INFO NOT AVAILABLE 5' MAINTENANCE I 30.0(y %
SIGHT U) 19.3V 1 60.9' 2 26.46�/
45 1 mw rn
1/2" I.P.F. D.R.D.Co.,Tx. R EASEMENT EASEME TIZ67:1 - I o dp;§ 1-10 - T-9 71m. - - - --- I 1�- 10' GENERAL TELEPHONE
10.32! T-13 T-12 T-11 U) -C7- --- EASEMENT
- - - .1 .7 15'
T-14
'21.69 -- I r. 00 E I VOL. 70251, PG. 356
15' B.L.
2 ------- - D.R.D.Co.,T.
T-15 % 28.50' Dx N 89*25'09"
1
• 210.13'
00 - - - - - - ---- - - - - - - - 26.55t -26.69', " r --------
4- y 19.00 60. 64!57-06 E 222.76 E xisting R.O.W. - -
- T 68-31
7 7 34s
/ 11 49.95! 50.05: ��;m
03-141t�l oi�.' : -------
90.73'\ 2.18' 1 ix 390.0w 90.w 35,34! S 89"2728" W 420.29 CV 12 P. 0. B.
102.91 S 89 W 525.41' CV.' 15
200.38' 1/2 I.P.F. 1/2 I.P.F.
LOT LINE & CENTERLINE - U )
OF SCREENING WALL
0: (0
WEST BETHEL ROAD
r 0% A FI PLAT
THE RESERVE DALLAS COUNTY
:4
0.147 ACRE RIGHT-OF-WAY
-0 D.R.D.Co.T.
NOTES:
18.506 ACRES OF LAND
SURVEYOR
SEMPCO SURVEYING, INC.
ENGINEER
BENNETT ENGINEERING
48 '
VOL.98249, PG. 23 VOL. 91251, PG. 5059
3208, SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
203 N. JACKSON
P.O. BOX 2077
C�
00
817-926-7876
WYLIE, TEXAS 75098
972-429-3993
1. ACCESS/ MAINTENANCE EASEMENT TO COINCIDE WITH THE
DEDICATION PER THIS PLAT
D.R.D.Co.,Tx. D.R.D.Co.,Tx. SUMMIT AT THE SPRINGS
FAX: 972-429-3963
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- - - - -
. --
- - - - -t-
I
Oj 05
Aj .115
:51
WESTERN BOUNDARY OF THE EXISTING SANITARY SEWER EASEMENT.
VOL. 95167, PG. 5885
A7 1296 D. R. D. Co.,Tx.
N 74*07'1
E q It - 5 &
D. R. D. Co. T.
i I
-- -1
A
LO TS TS
1-29
(SEE EASEMENT DETAIL AND NOTE 6 ON SHEET 2)
4.39'
1�
-p
i
(n
1 -: 1
00
41
0 -
0
2. IRON PINS WILL BE SET ON THE LOT LINES AT THE
13
S 8(3
E
vx kp
1
100 YEAR FLOODPLAIN LINE.
9 �
Cp. Iva-
0
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%P
3 20' SEWER SANITARY EASEMENT VOL 68079 PG 92
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NJ 86 E 153-38� 26 0 3 0 C� z
10 I Ad" E 10' ELECTRICAL/ \ / 1-1 O's
-7c EASEMENT
5' * !p I
N - EASEMENT 5' - \
rn
10 ELECTRICAL Ln
N to
x,2',\'1 \ • 0 a/ M.
Iq 04 7b BLOCK A EASEMENT 0) 01
' 1/2"
cf) I> d I , I.P.F.
J 1
f - - -"
3
0 28 N . 1� - "
. 50.0'
4& �91 ......
4 2 1 co Y
eq 0 0 .
Olk IC0
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--P' CNI
153.31' % 0
7 4 173.04! LO N 8813 E Cq 00
lb 'i 7
Z N 0 co
V1 N 89*28'37" E 0) Ld 0
9 5' ELECTRICAL 24 -,,1
r C41 ' im
1 0.725 AC. (p - 1\.4o ---- 25 0
EASEMENT- b I m cr)
(SURVEYED) 457 m LOT LINE ,& CENTERLINE W) 1 �ci 20' SEWER SANITARY
8 29 5' MAINTENANCE OF SCREEN ; ING WALL
CO EASEMENT
C.0 1A EASEMENT
4 PHILIP A. BERKEBILE ---- b- ;�) I * �- � 0 0
1 Cd 0 ho / U Z J --% T-6 VOL. 93215, PG. 8992
F498.51 t') I . \ !�� 6 : S wirli" w T:5
m S 88*2WOO* W 0 . -T-7 D.R.D.Co.j.
RECORD INFO NOT AVAILABLE 5' MAINTENANCE I 30.0(y %
SIGHT U) 19.3V 1 60.9' 2 26.46�/
45 1 mw rn
1/2" I.P.F. D.R.D.Co.,Tx. R EASEMENT EASEME TIZ67:1 - I o dp;§ 1-10 - T-9 71m. - - - --- I 1�- 10' GENERAL TELEPHONE
10.32! T-13 T-12 T-11 U) -C7- --- EASEMENT
- - - .1 .7 15'
T-14
'21.69 -- I r. 00 E I VOL. 70251, PG. 356
15' B.L.
2 ------- - D.R.D.Co.,T.
T-15 % 28.50' Dx N 89*25'09"
1
• 210.13'
00 - - - - - - ---- - - - - - - - 26.55t -26.69', " r --------
4- y 19.00 60. 64!57-06 E 222.76 E xisting R.O.W. - -
- T 68-31
7 7 34s
/ 11 49.95! 50.05: ��;m
03-141t�l oi�.' : -------
90.73'\ 2.18' 1 ix 390.0w 90.w 35,34! S 89"2728" W 420.29 CV 12 P. 0. B.
102.91 S 89 W 525.41' CV.' 15
200.38' 1/2 I.P.F. 1/2 I.P.F.
LOT LINE & CENTERLINE - U )
OF SCREENING WALL
0: (0
WEST BETHEL ROAD
r 0% A FI PLAT
THE RESERVE DALLAS COUNTY
:4
0.147 ACRE RIGHT-OF-WAY
18.506 ACRES OF LAND
SURVEYOR
SEMPCO SURVEYING, INC.
ENGINEER
BENNETT ENGINEERING
OWNER/DEVELOPER
VOL.98249, PG. 23 VOL. 91251, PG. 5059
3208, SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
203 N. JACKSON
P.O. BOX 2077
C)
APRIL 1,0 2008
817-926-7876
WYLIE, TEXAS 75098
972-429-3993
817-996-6698
DEDICATION PER THIS PLAT
D.R.D.Co.,Tx. D.R.D.Co.,Tx. SUMMIT AT THE SPRINGS
FAX: 972-429-3963
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FIRST BAPTIST CHURCH OF COPPELL
J.H. SIMMONS SURVEY VOL. 97023, PG. 3493
ws-st
:51
VOL. 95167, PG. 5885
A7 1296 D. R. D. Co.,Tx.
;4
!�
pq
D. R. D. Co. T.
BLOCK
A
LO TS TS
1-29
PD-220R-SF-12
14.85' Cn
C14 61.9 <
1 1 1.� RECEIPT ACKNOWLEDGEMENT
10' ELECTRICAL/ CL 1 90
0
GAS EASEMENT NEMENT
to .63 0
S 8r4
4 &V E
- R F - C
W ONCO -LEMi
25
0- - 04
3r. 0
zi I - "I -� �c ?�-- \ 1(p. E
4 22
5
R. o. � (V C 30 E i
0
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47 P ..4 ATMOS ENERGY
b' C
1494 to I Cn I ! rn LO
134.38
2
4-
JL0 z
N 891325" E
60.0'
ta VERIZON
.06 '�P. 2 g3. (0
E"" COMMUNICATIONS
00-8 6 % S 01'15!15" -------------------- >"
11-:9 v- C\j 9D 9.54! T-3 /2" I.P.F.
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Cn TIME WARNER CABLE
CIV
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6 �� F491.4 18 1 1 I I 1 30 , N
12.6 F492.11
60.0'
51.3
-K -----------------
%K A 13 I 1..i�
'35
IV IN
Aft- oe 19 25 SEWER SANITARY
EASEMENT
` S' 0. LANE ---- ------------- VOL. 95203, PG. 2898
A �' Cv 3
01 .5
.1e F490.11 I. D.R.D.Co.j.
loe
o' Ile 0•** 7� 21 -p 1�1. :fl 0 10' GENERAL TELEPHONE
- . - 1 1
001 3' 50 .92 20 EASEMENT
34. - - - 8577' ELECTRICAL/ - - - - - GAS EASEMENT � L I
- SIGHT VOL. 70251, PG. 356
12 Q0 EASEMENT ............ D.R.D.Co.j.
I �� / -At 11 )/ 1 1490.41 to
100 Year Floodplain. ooe�' .40
"04
0
C\1 >
r'�/ 0 Z.` "
10' ELECTRICAL 7
0 1 I I`
4 z
EASEMENT 21.81
C
X Cq (A
�/ �S- !,y'� -_ -,� / / Q m l l�� \ �� 39 4 ' ' 11.0
va. .0:-4 C\j SHALL BE ABANDONED BY CITY ORDINANCE No.
I 66 46.18s 15 C� 1 6 1!0 1 1 AND BY SEPERATE DOCUMENT FURNISHED BY THE CITY OF COPPELL.
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EDWARD A. CROW SURVEY, ABSTRACT NO. 301 and
J.W. ANDERSON SURVEY, A-18
18.506 ACRES OF LAND
SURVEYOR
SEMPCO SURVEYING, INC.
ENGINEER
BENNETT ENGINEERING
OWNER/DEVELOPER
CITY OF COPPELL, DALLAS COUNTY, TEXAS
3208, SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
203 N. JACKSON
P.O. BOX 2077
MIRA .
3 SUNDERLAND CORP.
.600 MAR DEV
AND DRIVE
COLLEYVILLE, TEXAS 76034
APRIL 1,0 2008
817-926-7876
WYLIE, TEXAS 75098
972-429-3993
817-996-6698
FAX: 817-926-7878
FAX: 972-429-3963
FAX: 817-329-1792
SHEET 1 of 2
ws-st
PD-220R-SF-12
14.85' Cn
C14 61.9 <
1 1 1.� RECEIPT ACKNOWLEDGEMENT
10' ELECTRICAL/ CL 1 90
0
GAS EASEMENT NEMENT
to .63 0
S 8r4
4 &V E
- R F - C
W ONCO -LEMi
25
0- - 04
3r. 0
zi I - "I -� �c ?�-- \ 1(p. E
4 22
5
R. o. � (V C 30 E i
0
*4 0
47 P ..4 ATMOS ENERGY
b' C
1494 to I Cn I ! rn LO
134.38
2
4-
JL0 z
N 891325" E
60.0'
ta VERIZON
.06 '�P. 2 g3. (0
E"" COMMUNICATIONS
00-8 6 % S 01'15!15" -------------------- >"
11-:9 v- C\j 9D 9.54! T-3 /2" I.P.F.
co v.- 0\
30 " U.
Cn TIME WARNER CABLE
CIV
Z I
N ,
NA IN 11 `�o'
6 �� F491.4 18 1 1 I I 1 30 , N
12.6 F492.11
60.0'
51.3
-K -----------------
%K A 13 I 1..i�
'35
IV IN
Aft- oe 19 25 SEWER SANITARY
EASEMENT
` S' 0. LANE ---- ------------- VOL. 95203, PG. 2898
A �' Cv 3
01 .5
.1e F490.11 I. D.R.D.Co.j.
loe
o' Ile 0•** 7� 21 -p 1�1. :fl 0 10' GENERAL TELEPHONE
- . - 1 1
001 3' 50 .92 20 EASEMENT
34. - - - 8577' ELECTRICAL/ - - - - - GAS EASEMENT � L I
- SIGHT VOL. 70251, PG. 356
12 Q0 EASEMENT ............ D.R.D.Co.j.
I �� / -At 11 )/ 1 1490.41 to
100 Year Floodplain. ooe�' .40
"04
0
C\1 >
r'�/ 0 Z.` "
10' ELECTRICAL 7
0 1 I I`
4 z
EASEMENT 21.81
C
X Cq (A
�/ �S- !,y'� -_ -,� / / Q m l l�� \ �� 39 4 ' ' 11.0
va. .0:-4 C\j SHALL BE ABANDONED BY CITY ORDINANCE No.
I 66 46.18s 15 C� 1 6 1!0 1 1 AND BY SEPERATE DOCUMENT FURNISHED BY THE CITY OF COPPELL.
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CURVE DATA
CURVE
DELTA
RADUIS
TANGENT
LENGTH
CHORD BEARING
CHORD
CV
1
41 °46'05'
275'
104.92'
200.47'
N
46 °24'23 "E
196.04'
CV
2
15'12'41"
175'
23.37'
46.46'
N74
°5346 "E
46.32'
CV
3
9'12'45"
775'
62.44'
124.61'
N
87'06'29 "E
124.48'
CV
4
36 °15'56"
200'
65.50'
126.59'
S
70'09'10 "E
124.49'
CV
5
9 °27'07"
725'
59.94'
119.60'
S
56 °44'56 "E
119.47'
CV
6
221 °54'14"
275'
55.72'
109.95'
S
71'08'42 "E
109.21'
CV
7
8'08'56"
275'
19.59'
39.11'
S
73'04'24 "E
39.08'
CV
8
19 °30'02"
175'
30.07'
59.06'
N
09 °20'33" E
59.27'
CV
9
41'34'55"
200'
75.94'
145.15'
N
01 `41'54 "W
141.98'
CV
10
07 °19'05"
325'
20.78'
41.51'
N
18 °49'19 "W
41.48'
CV
11
43'03'54"
135'
53.27'
101.47'
N
06'21'41 "E
99.10'
CV
12
1 °50'33"
1145.92'
18.43'
36.85'
N
89'37'16 "W
36.85'
CV
13
27 °06'47"
295'
71.13'
139.60'
S
70 °08'41 "E
138.30'
CV
14
89 °5339"
25'
24.95
39.22'
S
44'32'22 "W
35.32'
CV
15
90'11'25"
25'
25.08'
39.35'
S
45'25'07 "E
35.41'
LOT
TANGENT TABLE
AREA
No.
LOT
Bearing
AREA
Dist.
T -1
S
89'20'30'
W
10.23'
T -2
S
03'07'29"
E
9.03'
T -3
S
03'07'29"
E
20.97'
T -4
S
44'26'21 "
W
37.74'
T -5
S
00'34'51 "
E
3.00'
T -6
S
00'35'01"
E
3.00'
T -7
N
00'35'12"
W
3.00'
T -8
S
05'02'57"
E
3.00'
T -9
N
02'10'47"
W
3.00'
T -10
N
00 "30'49"
W
3.00'
T -11
N
00
W
2.73'
T -12
N
00'30'42"
W
3.00'
T -13
S
00'30'49"
E
3.00'
T -14
N
00'30'49"
W
3.00'
T -15
N
00 "30'49"
W
7.00'
T -16
N
44'26'21"
E
35.28'
T -17
S
00'31'52"
E
43.19'
T -18
N
00'24'28"
W
24.91'
LOT
No.
AREA
g`
LOT
No.
AREA
........
/2" I.P.
LOT
1 X
= 3,741
S. F.
LOT
16 =
30,680
S. F.
LOT
1 =
15,231
S.F.
LOT
17 =
44,525
S.F.
LOT
2 =
15,382
S. F.
LOT
18 =
41,127
S. F.
LOT
3 =
14,940
S.F.
LOT
19 =
36,475
S.F.
LOT
4 =
14,619
S.F.
LOT
20 =
31,212
S.F.
LOT
5 =
15,812
S.F.
LOT
21 =
27,943
S.F.
LOT
6 =
16,351
S.F.
LOT
22 =
19,241
S.F.
LOT
7 =
20,018
S.F.
LOT
23 =
14,961
S.F.
LOT
8 =
18,875
S.F.
LOT
24 =
20,927
S.F.
LOT
9 =
24,980
S.F.
LOT
25 =
19,980
S.F.
LOT
10
= 23,802
S.F.
LOT
26 =
16,268
S.F.
LOT
11
= 57,902
S.F.
LOT
27 =
20,221
S.F.
LOT
12
= 33,396
S.F.
LOT
28 =
13,960
S.F.
LOT
13
= 23,313
S.F.
LOT
29 =
16,130
S.F.
LOT
14
= 24,397
S.F.
LOT
29X
= 7,943
S.F.
LOT
15
= 26,510
S.F.
-
25
LOCATION OF ABANDONED CLAY
SANITARY SEWER PIPE
N TS
Floodplain Development Permit Application No. 071001 NM has been filed with the City of Coppell
Floodplain Administrator on 02 day of October, 2007.
Ken Griffin, P.E.
Floodplain Administrator,
EM
The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or property located
within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development
must conform to the provisions of the City of Coppell Floodplain Management Ordinance.
The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the
application for development permit.
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodway /floodplain area as shown hereon. The maintenance for these
areas shall be the sole responsibility of the individual lot owners adjacent to
said areas. These areas are to remain free of improvements that may obstruct
the flow of storm water and protected from potential erosion by the owners.
No fences will be allowed in the floodplain or any other structures (pools, decks,
gazebos, etc.) per the City's Floodplain Ordinance.
PD CONDITIONS:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
M - MIN. FF ELEVS. (2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
4. LOT 1X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
5. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL ABOVE- GROUND IMPROVEMENTS
IN LOT 1X AND LOT 29X.
6. FIVE FOOT (5') MAINTENANCE EASEMENT ALONG THE SCREENING WALL IS THE RESPONSIBLITY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE
ALLOWED ACCESS TO THE MAINTENANCE EASEMENT FOR REPAIRS TO THE SCREENING WALL.
7. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 20' FEET.
I
o
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-
:
...............
........................
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25' SEWER SANITARY
1
........
/2" I.P.
VOL. 93215, PG. 8992 i a
BLOCK A
`1 EASEMENT
1
1
D.R.D.Co.,T. - - ----
w
- --
"I
I
1
Note: Maintenance easement along 1
29
LOTS -
�
II
100 Ya
Denton Tap Road is from the Western ------ - - - --
VOL. 70251, PG. 356
LL
E-+
boundary of the existing sanitary I
D.R.D.Co.,T.
10.
O
15
1
I
~ `�
60.0
... --
(see note 6)
14
R.O. W.
17
AC.
01
N 1
SIDE YARD SETBACKS ON LOTS 4, 6,
26, AND 27 SHALL BE BUILDING AND FENCE SETBACKS.
w
� -
I
® 13
i
100 YEAR
23
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point
subdivision or addition to the City of Coppell was submitted to the City Council on
f / ¢
1 ABANDONED
CLAY ANIT
° t
approved the preliminary plat and by separate motion designated the Planning
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point;
and Zoning Commission to be the Municipal Authority responsible for the
12
1
LANE
20
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
unless through inaction on the part of the Planning and Zoning Commission,
1
such Final Plat Subdivision Plat is deemed approved by the Planning and Zoning
MANHOLE
l
21 I I
\ SCREENING WALL 1
ABANDONED
CLAY SANITARY SEWERPE`
Witness my hand this day of , A.D., 2008.
I
ABANDONED
\ C�/3 1
THENCE along the said East line of the 18.506 acre tract and the said West right -of -way line of Denton Tap Road as follows:
City Secretary
ANITARY SEWER PI
�}
Q
to a point;
5
4
Final Subdivision Plat approved by formal action of the Planning and Zoning
22
a
S SANITARY
a point;
water and sewer lines as shown and set forth in and upon said plat, and
I
authorizing its Chairman to note the acceptance thereof by signing his name as
1 S
�\
6 `
50
27
ti
F
•- -•--•. . . ... .....-
3
T!1
V 1
-
O
Z
10
{
2
2 1
F
D�
BLOCK A
28
10 j
SANI TARY SEWER
MANHOLE
\
;o
7
of
I
-
25
24 I
0
I � 8
29
1
(
l
a
o
SANITARY SEWER
-
WEST BETHEL ROAD
{
LOCATION OF ABANDONED CLAY
SANITARY SEWER PIPE
N TS
Floodplain Development Permit Application No. 071001 NM has been filed with the City of Coppell
Floodplain Administrator on 02 day of October, 2007.
Ken Griffin, P.E.
Floodplain Administrator,
EM
The developer, builder, seller, or agent shall inform in writing, each prospective buyer of subdivision lots or property located
within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development
must conform to the provisions of the City of Coppell Floodplain Management Ordinance.
The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the
application for development permit.
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodway /floodplain area as shown hereon. The maintenance for these
areas shall be the sole responsibility of the individual lot owners adjacent to
said areas. These areas are to remain free of improvements that may obstruct
the flow of storm water and protected from potential erosion by the owners.
No fences will be allowed in the floodplain or any other structures (pools, decks,
gazebos, etc.) per the City's Floodplain Ordinance.
PD CONDITIONS:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
M - MIN. FF ELEVS. (2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
4. LOT 1X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
5. THE HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTAINING ALL ABOVE- GROUND IMPROVEMENTS
IN LOT 1X AND LOT 29X.
6. FIVE FOOT (5') MAINTENANCE EASEMENT ALONG THE SCREENING WALL IS THE RESPONSIBLITY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE
ALLOWED ACCESS TO THE MAINTENANCE EASEMENT FOR REPAIRS TO THE SCREENING WALL.
7. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 20' FEET.
VOL. 93215, PG. 8992 ----------------------- ------ -- W
D.R.D.Co.,T. I w
0I W Y
co ( ° 3
wi 0
22 �, {
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N 89'13'25" E 134.38' I ,!
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�
10
-
:
...............
........................
g`
'
25' SEWER SANITARY
1
........
/2" I.P.
VOL. 93215, PG. 8992 i a
1
`1 EASEMENT
1
1
D.R.D.Co.,T. - - ----
w
- --
0 1
0
VOL. 95203, PG. 2898
1
Note: Maintenance easement along 1
29
LOTS -
�
D.R.D.Co.,T.
Denton Tap Road is from the Western ------ - - - --
VOL. 70251, PG. 356
LL
E-+
boundary of the existing sanitary I
D.R.D.Co.,T.
10.
O
I
- -•
............
60.0
... --
(see note 6)
STREET
R.O. W.
- 2.033
AC.
01
N 1
SIDE YARD SETBACKS ON LOTS 4, 6,
26, AND 27 SHALL BE BUILDING AND FENCE SETBACKS.
w
� -
I
SIDE YARD FENCES FOR THESE LOTS
SHALL BE LIMITED TO DECORATIVE METAL.
100 YEAR
23
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point
subdivision or addition to the City of Coppell was submitted to the City Council on
FLOOD PLAIN
° t
approved the preliminary plat and by separate motion designated the Planning
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point;
and Zoning Commission to be the Municipal Authority responsible for the
1
North 59 degrees 08 minutes 48 seconds East - 186.60 feet to a point;
TELEPHONE
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
unless through inaction on the part of the Planning and Zoning Commission,
1
such Final Plat Subdivision Plat is deemed approved by the Planning and Zoning
MANHOLE
l
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point;
\ SCREENING WALL 1
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point
Witness my hand this day of , A.D., 2008.
I
\ C�/3 1
THENCE along the said East line of the 18.506 acre tract and the said West right -of -way line of Denton Tap Road as follows:
City Secretary
City of Coppell, Texas
South 00 degrees 39 minutes 30 seconds East - 217.02 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road
to a point;
M
I
Final Subdivision Plat approved by formal action of the Planning and Zoning
Commission on this day of , 2008 thereby
S SANITARY
a point;
water and sewer lines as shown and set forth in and upon said plat, and
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to
authorizing its Chairman to note the acceptance thereof by signing his name as
MANHOLE�
\ I
•- -•_ C/ \ ' w 1
S 937
50
0
•- -•--•. . . ... .....-
T!1
V 1
-
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{
D�
10 j
SANI TARY SEWER
MANHOLE
\
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SANITARY SEWER
-
{
I
�
1
I
21.81'
F `
T 1
:=
20' SEASEMENTITARY S 87'42'40" E
I
�
r-
4.58'
I
� I
VOL. 93215, PG. 8992 ----------------------- ------ -- W
D.R.D.Co.,T. I w
0I W Y
co ( ° 3
wi 0
22 �, {
0
O {
O
c l i .
N 89'13'25" E 134.38' I ,!
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........
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...............
........................
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S 01'1 5'15" E �j
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9.54' - 1 F
........
/2" I.P.
VOL. 93215, PG. 8992 i a
IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS
TOTAL
1
1
D.R.D.Co.,T. - - ----
w
- --
0 1
0
10' GENERAL TELEPHONE
1
Note: Maintenance easement along 1
29
LOTS -
�
WALL 5' MAINTENANCE °
Denton Tap Road is from the Western ------ - - - --
VOL. 70251, PG. 356
LL
E-+
boundary of the existing sanitary I
D.R.D.Co.,T.
10.
O
sewer easement to the retaining wall, u , 1
�/°
1 .I••.
to me that he executed the same for the purpose and consideration therein
Ld
... --
(see note 6)
STREET
R.O. W.
- 2.033
AC.
01
N 1
SIDE YARD SETBACKS ON LOTS 4, 6,
26, AND 27 SHALL BE BUILDING AND FENCE SETBACKS.
w
- 0.147
° 1
0
Oi
SIDE YARD FENCES FOR THESE LOTS
SHALL BE LIMITED TO DECORATIVE METAL.
f�-1
23
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point
subdivision or addition to the City of Coppell was submitted to the City Council on
the 12th day of June, 2007, and the Council, by formal action, then and there
° t
approved the preliminary plat and by separate motion designated the Planning
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point;
and Zoning Commission to be the Municipal Authority responsible for the
� 1
- 1
North 59 degrees 08 minutes 48 seconds East - 186.60 feet to a point;
TELEPHONE
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
unless through inaction on the part of the Planning and Zoning Commission,
1
such Final Plat Subdivision Plat is deemed approved by the Planning and Zoning
MANHOLE
l
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point;
\ SCREENING WALL 1
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point
Witness my hand this day of , A.D., 2008.
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the East line of said 18.506 acre tract, said point also being West right -of -way line
\ C�/3 1
THENCE along the said East line of the 18.506 acre tract and the said West right -of -way line of Denton Tap Road as follows:
City Secretary
City of Coppell, Texas
South 00 degrees 39 minutes 30 seconds East - 217.02 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road
to a point;
M
_ � I
Final Subdivision Plat approved by formal action of the Planning and Zoning
Commission on this day of , 2008 thereby
S SANITARY
a point;
water and sewer lines as shown and set forth in and upon said plat, and
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to
authorizing its Chairman to note the acceptance thereof by signing his name as
MANHOLE�
\ I
•- -•_ C/ \ ' w 1
S 937
50
0
•- -•--•. . . ... .....-
T!1
V 1
-
O
{
M
\ N 1
\ 1 W
24 o= \ 1 N
c Co
0
° o
I 0
1
20' SEWER SANITARY to I
X
FROM 25' TO 40'.
07 1
EASEMENT c I
(v
and being the beginning of a non- tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16
9.
VOL. 93215, PG. 8992 i a
IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS
TOTAL
AREA -
D.R.D.Co.,T. - - ----
w
- --
-
10' GENERAL TELEPHONE
SCREENING N I
29
LOTS -
EASEMENT
WALL 5' MAINTENANCE °
STATE OF TEXAS
VOL. 70251, PG. 356
EASEMENT 8I
LOTS
- 0.268
D.R.D.Co.,T.
10.
i
person whose name is subscribed to the foregoing instrument and acknowledged
�/°
1 .I••.
to me that he executed the same for the purpose and consideration therein
North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point;
... --
_ - _Y- --- 26.46' 1
T 60.00' T -5 /1,
e
29X WATER I
N 89'25'09" E 210.13' VALVE
PROPOSED BACK OF CURB- CV 112 FT)
O / UNLDERG'ROUND grate inlet
PHONE
MARKER
SANITARY SEWER
BETHEL ROAD MANHOLE
EASEMENT DETAIL ALONG D ENTON TAP
8.
FRONT YARD SETBACKS SHALL VARY
FROM 25' TO 40'.
Road (a 100 foot wide public right -of -way at this point) with the existing North right -of -way line of Bethel Road (a 50 foot wide public right -of -way)
and being the beginning of a non- tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16
9.
THIS PROPERTY SHALL BE DEVELOPED
IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS
TOTAL
AREA -
18.506
AC.
tract;
EXCEPT AS HEREIN REVISED.
THENCE along the said North right -of -way line of Bethel Road and the said South boundary line of the18.506 acre tract, the following:
29
LOTS -
16.058
AC.
STATE OF TEXAS
COUNTY OF DALLAS
1X 8c 29X
LOTS
- 0.268
AC.
10.
NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SANITARY SEWER MANHOLES ON LOT 22
person whose name is subscribed to the foregoing instrument and acknowledged
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point;
to me that he executed the same for the purpose and consideration therein
North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point;
expressed.
North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point;
STREET
R.O. W.
- 2.033
AC.
11.
SIDE YARD SETBACKS ON LOTS 4, 6,
26, AND 27 SHALL BE BUILDING AND FENCE SETBACKS.
R.O.W DEDICATION
- 0.147
AC.
SIDE YARD FENCES FOR THESE LOTS
SHALL BE LIMITED TO DECORATIVE METAL.
North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point
certifies that the foregoing preliminary plat of the ALEXANDER COURT
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point
subdivision or addition to the City of Coppell was submitted to the City Council on
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817- 926 -7876
FAX: 817 -926 -7878
ENGINEER
BENNETT ENGINEERING
203 N. JACKSON
P.O. BOX 2077
WYLIE, TEXAS 75098
972 -429 -3993
FAX: 972- 429 -3963
OWNER /DEVELOPER
MIRA MAR DEV. CORP.
6003 SUNDERLAND DRIVE
COLLEYViLLE, TEXAS 76034
817- 996 -6698
FAX: 817 -329 -1792
Sheet 2 Of 2
OWNERS CERTIFICATE and DEDICATION SURVEYOR'S CERTIFICATE
STATE OF TEXAS
STATE OF TEXAS
COUNTY OF DALLAS
COUNTY OF DALLAS
WHEREAS, MIRA MAR DEV. CORP. is the owner of a 18.506 acre tract of land situated in the Edward A. Crow Survey, Abstract No. 301 and KNOW ALL MEN BY THESE PRESENTS: That 1, James W. Bartlett, do hereby
J.W. Anderson Survey, Abstract No. 18 in the City of Coppell, Dallas County, Texas and conveyed by deed recorded in Document Number
200600465947 of the Official Public Records of Dallas County, Texas and being more particularly described by metes and bounds as follows: 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
BEGINNING at a 1/2 inch iron rod at the Southeast corner of said 18.506 acre tract, being located by deed in the South boundary line of said
Coppell, Texas.
EDWARD A. CROW SURVEY, and said Point of Beginning being located at the intersection of the existing West right -of -way line of Denton Tap
Road (a 100 foot wide public right -of -way at this point) with the existing North right -of -way line of Bethel Road (a 50 foot wide public right -of -way)
and being the beginning of a non- tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16
James W. Bartlett
seconds West and chord length of 36.85 feet;
Registered Professional Land Surveyor
No. 1897
THENCE along said curve a distance of 36.85 feet to a point in the said North right -of -way line and the South boundary line of said 18.506 acre
tract;
THENCE along the said North right -of -way line of Bethel Road and the said South boundary line of the18.506 acre tract, the following:
South 89 degrees 27 minutes 28 seconds West - 420.29 feet;
South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found;
STATE OF TEXAS
COUNTY OF DALLAS
South 89 degrees 29 minutes 11 seconds West - 102.91 feet to the centerline of Grapevine Creek;
BEFORE ME, the undersigned, a Notary Public in and for the said County and
THENCE along the said centerline of Grapevine Creek as follows;
State, on this day personally appeared James W. Bartlett, known to me to be the
person whose name is subscribed to the foregoing instrument and acknowledged
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a point;
to me that he executed the same for the purpose and consideration therein
North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point;
expressed.
North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point;
Given under my hand and seal of office, this the day of
A.D., 2008.
North 01 degree 41 minutes 54 seconds East - 67.92 feet to a point;
North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point;
_ -
Notary Public in and for the State of Texas
North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point;
Recommended for Approval:
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point;
The undersigned, the City Secretary of the City of Coppell, Texas, hereby
North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point
certifies that the foregoing preliminary plat of the ALEXANDER COURT
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point
subdivision or addition to the City of Coppell was submitted to the City Council on
the 12th day of June, 2007, and the Council, by formal action, then and there
North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point
approved the preliminary plat and by separate motion designated the Planning
North 77 degrees 49 minutes 11 seconds East - 139.29 feet to a point;
and Zoning Commission to be the Municipal Authority responsible for the
approved of the Final Subdivision Plat of such land and the Final Subdivision Plat
North 59 degrees 08 minutes 48 seconds East - 186.60 feet to a point;
of such land need not be brought back for final approval of the City Council
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
unless through inaction on the part of the Planning and Zoning Commission,
such Final Plat Subdivision Plat is deemed approved by the Planning and Zoning
South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point
Commission for failure to act within the 30 -day period required by law.
South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point;
South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point
Witness my hand this day of , A.D., 2008.
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the East line of said 18.506 acre tract, said point also being West right -of -way line
of Denton Tap Road (a 120 foot wide right -of -way at this point);
THENCE along the said East line of the 18.506 acre tract and the said West right -of -way line of Denton Tap Road as follows:
City Secretary
City of Coppell, Texas
South 00 degrees 39 minutes 30 seconds East - 217.02 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road
to a point;
South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point, said point being 50.00 feet from the centerline of said Denton Tap Road
Final Subdivision Plat approved by formal action of the Planning and Zoning
Commission on this day of , 2008 thereby
South 00 degrees 38 minutes 02 seconds East - 108.14 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road to
accepting the dedication of streets, alleys, parks, easements, public places and
a point;
water and sewer lines as shown and set forth in and upon said plat, and
South 00 degrees 31 minutes 52 seconds East - 43.19 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to
authorizing its Chairman to note the acceptance thereof by signing his name as
the POINT of BEGINNING, containing 18.506 acres or 806 square feet of land.
hereinbelow subscribed.
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, MiRA MAR DEV. CORP., does hereby adopt this plat designating the hereinabove described property as
Alexander Court, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets
and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated. Lots 1X
and 29X, Block A are hereby dedicated to the Homeowners Association for maintenance purposes.
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 my hand at Coppell, Texas this the ___ day of _, A.D., 2008.
MIRA MAR DEV. CORP.
John L. Hawkins, President
STATE OF TEXAS
COUNTY OF DALLAS
Before me, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared John
L. Hawkins 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 o_a day of A.D., 2008.
Notary Public in and for the State of Texas
Chairman, Planning and Zoning Commission Date
City of Coppell, Texas
ATTEST:
Secretary, Planning and Zoning Commission
City of Coppell, Texas
Date
.. I1
i
I'LOCK A, LOTS •
EDWARD A. CROW SURVEY, ABSTRACT NO. 301 and
J.W. ANDERSON SURVEY, A -18
18.506 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
APRIL 10 2008
PD- 220R -SF -12