Alexander Ct-PN061220
>-
w
>
O::::CX)
=>~
(f)
.
zO
OZ
(f).-
0::::0
w<(
00::::
Z.-
<((f)
m
.<(
$:
-:>
&I.t)
~~
?;^j
$ Q..C:/ A....~.
Q:: ."
::z- ~"CJO
[) :y Q'
U Q; Q::'
o Q'
i;j C/
..s:
1
1
j
~,
,Aj, ,
. ~ ()()
4'~'
~
N 08.59'43" E
38.90'
I
I
'"
'"
L.()
w"-
--.10
_ <.0
Q)
W .
_<.;/ ~ <.9 .
'"'Ufr:o...t-:
.w ~O
<(Q)~u
N .
0... 'o~
--.1J~fr:
I <( 0 .
0... 00
ZN
Z
<(.
1---.1
o
>
~
ASI'lW.T
~
ss
LEGEND -
TIoN
MOSS
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
L PLANT
SPANIS
KAYE
COOPER
is COZBY
~ BROOKS
w
f=l DILLAR
z
<!:
VA I
BEBBER ~
\ ~:~dK
LOCATION
I.P.F IRON PIN FOUND
I~
I~
~
~
~
rn
I
I~
I~
" ::r::
"
I
I.P.S IRON PIN SET
@ SANITARY SEWER M.H.
o SS CLEANOUT
@ WA TER METER
o WATER VALVE
~ ELECTRIC TRANSFORMER
[EJ ELECTRIC RISER
III TELEPHONE RISER
ItJ RBER OPTIC SIGN
[idJ GAS METER
121 CABLE TV RISER
@ SIGN POST
<0- FIRE HYDRANT
GRAPEVINE
,
I /
__V
/
EDWARD A.
ABSTRACT
CROW SURVEY
NO. 301
~oo\)
S~o~~
"-
"-
""
o
, /J/\" t..
1".S6 0'
\'\ 34.0..
: -.
93.67'
S 79.39'55"
CREEK
Z
D
I-
Z
W
f=l
107.48'
S 88048'12" E
"-
"-
""
76.06'
N 83"23'09" E
r-
& POI'rf:R POLE
@ UGHT POLE
COUNTRY ESTATES
VOL. 92188, PG. 3639
D.R.D.Co., Tx.
\
\
\
\
\
\
\
\
\
VICINITY MAP
\
\
\
\
\
\
) JOSEPH C. THWEATT
\ II ESTA TE
\ II DEFINED IN DEED TO
IY J. W. THWEATT
II VOL. 515, PG. 76
D.R.D.Co. T.
->> GUY WIRE
-E-E- OVERHEAD ELECTRIC
- T - T - OVERHEAD COMM.
-W-W- WATER LINE
-SS-SS- SANITARY SEWER LINE
- P -PIPELINE
-X-X- FENCE
b
o
to
Il)
~
\
\
\
,
133.63 "
N 80058' 48, E
113.13
w
b
!!>
<0
!">
~
o
z
z
S
d1
.....
(JI
()l~
~
00
N
r0
N
'<t
13
\
\
\
\ 72.22'
\ S 89.27'33" E
b
o
r0
10
~
io
"'"
0)
I")
"'"
~ 12
0'.
1 1 SANITARY SEVIER
MANH!JlE
. ~ ----
././ ~
./
./
./
./
./
./
./
14
:;;
15
.w
/'..
.Il)
<0
!">
/'..
o
Z
,
0'
<
o
~,
,
......'9.9:0:.1
<,
~,
.
co
o
n
1.0
- .
------~
~-....----
--
~
~
a::
o
5
o
w
<0
o
m
f>
o
------__ z
-- 20' --
-- \10 SEweR ---
---_1.:....68079 S~NlrARY--__
- - _0.:,.92, lASEMENT-
- - .R.D.~O., T.
---
---
16
./
./
./
---
1-
'V.
,r)".
)"0..
4-
9
./
./
./
./
./
./
./
./
./
./
./
./
./
./
./
SANITARY SEWER EASEMENT
TO BE ABANDONED
BY THIS PLAT
.-'
z
o
~
Z
~
o
./
./
./
./
,,-
./
./
,,-
./
./
(
1493.01
~
..--
o
f'.
..--
N
w
"t-
~
~~.
.~ tr
tr. X" ~
OWNERSHIP IN ~
QUESTION "V ~ ~
POSSIBLE OWNER SS~;oo
RUTH ALEXANDER 7&~
VOL. 1913, PG. 132
D.R.D.Co. T.
1
,
,"~~EJ
.....9~.~'....
w
[l1
. . \,...-;; \..
'2.6\ v.
2\1
~
20' B.L.
",,-
~S
ss ss
,,:
CD:
ss ss ss ss
ss ss ss
CONCRETE WAll.
ss
ss-- ss-- ss-- ss--ss-- ss
:;;:
~:
Ii:
b:
10:
ASI'lW.T ROAD
- -ROAD
ASI'lW.T ROAD
~ONCRETE BRIDGE
CON
POWER POLE :
~ :;J; -=- ~ ~ "'- _ E E E _E E -&- L; _E --*: E ::J;
E "'-
@
WATER@
VAL~
- -j--
--~
/--
ir
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
@
SANITARY SEVlERI
MANHOlE
I
~~
ZP::4
O~
P::4r::;!
E-.~
CI)::;J
~O
P::4p:j
-<
--,
,
I
I
/
I
I
/
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
1fh.-ov.r- rLl
h-e- ~~
TOTAL AREA -
26 LOTS
STREETS
FLOOD -
DALLAS COUNTY
VOL. 91251, PG.
D.R.D.Co., Tx.
,
1----
I
I
I
/
SURVEYOR
SEMPCO SURVEYING, INC.
3208 SOUTH MAIN STREET
FT. WORTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
ENGINEER
ZWINGGI ENGINEERING/PLANNING,LLC
150 PARISH LANE, #337
P.O. BOX 1247
ROANOKE, TEXAS 76262
940-390-0040
FAX: 817-961-0299
I
I
/
,
,
I SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
1498.01- MIN. FF ELEVS.
( 2.0 FOOT ABOVE 100 YR. FLOOD ELEV.)
18.277 AC.
16.720 AC.
1.557 AC.
8.624 AC.
~
\J~
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
do\;v~
P-' OQJ f\~"
v.../ d~vyy~~;~'
N>
~JH~
.AOv~ V
~~
:Y
~.
~'
lS'
~
JJJ~
sl d e~.
4~~
"
~
w
z
:::J
~
w
o
w
~~
\MJ~J
~~
~\~ ?~
\;?-v\
{).Q vA ~
Original Scale :
o 30 60
I ., ,
Graphic Scale
1" = 60
lEa
. I
in Feet
LEGAL DESCRIPTION
BEING 18.277 acres of land located in the EDWARD A. CROW SURVEY,
Abstract No. 301, and the J.W. ANDERSON SURVEY, Abstract No. 18, Coppell,
Dallas County, Texas, and being a portion of the Tract at land conveyed to Ruth
Alexander, Trustee for the Alexander Investment Trust, by the deed recorded in
Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said
18.277 acres of land being more particularly described by metes and bounds as
follows:
BEGINNING at a point at the Southeast corner of said Alexander Tract, said
Point of Beginning being the end point at a corner clip located in the North right-
of-way line of Bethel Road (a 67.5 foot right-of-way at this point);
THENCE along the South boundary line of said 18.277 acre tract and the said
North right-of-way line Bethel Road as follows;
South 89 degrees 25 minutes 09 seconds - 210.13 teet to a point;
South 84 degrees 57 minutes 06 seconds - 222.76 teet to a point;
South 89 degrees 29 minutes 11 seconds - 625.52 feet to the cent line of
Grapevine Creek;
THENCE along the said centerline of Grapevine Creek as follows;
North 28 degrees 24 minutes 45 seconds West- 89.00 feet to a point;
North 45 degrees 53 minutes 18 seconds West - 44.00 teet to a point;
North 29 degrees 21 minutes 34 seconds West - 88.73 feet to a point;
North 48 degrees 47 minutes 36 seconds West - 109.00 feet to a point;
North 25 degrees 19 minutes 52 seconds West-139.50 feet to a point;
North 08 degrees 59 minutes 43 seconds East - 38.00 feet to a point;
North 37 degrees 46 minutes 35 seconds East - 64.00 feet to a point;
North 61 degrees 59 minutes 26 seconds East-111.02 feetto a point;
North 72 degrees 13 minutes 49 seconds East- 93.75 feet to a point;
South 89 degrees 27 minutes 33 seconds East - 72.22 feet to a point;
North 50 degrees 47 minutes 45 seconds East - 93.00 feet to a point;
North 58 degrees 33 minutes 27 seconds East - 89.56 feet to a point;
North 80 degrees 58 minutes 48 seconds East- 133.03 feet to a point;
North 58 degrees 24 minutes 39 seconds East - 75.00 feet to a point;
North 47 degrees 23 minutes 38 seconds East - 70.00 feet to a point;
North 71 degrees 56 minutes 41 seconds East - 34.00 feet to a pOint;
North 83 degrees 23 minutes 09 seconds East - 76.06 feet to a point;
South 88 degrees 48 minutes 12 seconds East- 107.48 teet to a point;
South 79 degrees 39 minutes 55 seconds East - 93.67 feet to a point;
South 60 degrees 51 minutes 50 seconds East- 47.00 feet to a point;
(
South 38 degrees 19 minutes 27 seconds East-142.40 feet to a point;
South 47 degrees 42 minutes 51 seconds East- 182.58 feet to a point;
South 60 degrees 25 minutes 02 seconds East - 62.17 feet to the West right-of-
way line of Denton Tap Road (a 120 foot wide right-at-way at this point);
THENCE along the West right-ot-way line at said Denton Tap Road as follows:
South 00 degrees 10 minutes 59 seconds East - 217.01 feet along a line 60 foot
Westofand parallel to the centerline of said Denton Tap Road, to a point;
South 07 degrees 23 minutes 12 seconds East - 100.72 feet to a point, said
point being 50.00 feet from the centerline of said Denton Tap Road;
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 a point, said
point begin the beginning of a corner clip;
South 44 degrees 26 minutes 21 seconds West - 35.28 feet along said corner
clip to the POINT OF BEGINNING, containing 18.277 acres(796,130 square feet)
of land.
SURVEYOR CERTIFICATE
I, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify
that I have prepared this plat from an actual on the ground survey of the land;
and the monuments shown hereon were found and/or placed under my personal
supervision in accordance with the platting rules and regulations of the City of
Coppell, Texas.
JAM~S-W~BA-RTlETT----------------------
Registered Professional Land Surveyor No. 1897
,
~
\
"PRELIMINARY PLAT FOR REVIEW PURPOSES ONLY"
"RECOMMENDED FOR APPROVAL"
CHAIRMAN, PLANNING AND ZONING COMMISSION DATE
PRELIMINARY PLAT
ALEXANDER COURT
BLOCK A, LOTS 1-26
EDWARD A. CROW SURVEY, ABSTRACT NO. 301
J.W. ANDERSON SURVEY, ABSTRACT NO. 18
18.277 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
DECEMBER, 2006
OWNER
MIRA MAR
6003 SUNDERLAND DRIVE
COLLEYVILLE, TEXAS 76034
817-329-1792
FAX: 817-329-1792
2 0 200
PD-220-SF-12
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926- 7876 FAX: (817)926- 7878
Copyright 2006 GPS-SURVE'/lHG-IIAPPlNG-PlANNING-CONSULTANTS Project No. 8371
II
II
II
EXIST. 16" WATER LINE -tl,tJ. II
_:=:=~==~~==~=========~=====~~~~=~~~~=~==~====~=~=~====~====~=~==~=====~~=~========~~==t7 ==~~=2=::===-= ;====~==========~
>-
W
>
Cl:::CO
:::::>..-
(J)
zO
OZ
(J)I-
Cl:::()
W<(
00::::
ZI-
<((J)
m
3:<(
~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I ,-----
I I
I 1
I I
I I
1 I
I 1
I 1
I I
I I
1 I
I I
1 1
1 I
I 1
1 1
: I
I I
I J
I I
II
(
1
I
I
I
I
I
I
I \.~~
~X:>
1
I
I
1
I
I
I
I
I
I
1
I
I
"
./
./
./
(
I
I
I
I
I
NO.
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\ /
\ /
/
/
/
'51
D RL\
I
I
EIOWARO A.
I
I ABSTRACT
I
I
I
I
I
I
I
1
I
I
I
" I
"
" I .
'\j \)\) "
1~' 'J~
.'},rx.
~f()
~
I
I
CROW SUR\fEY
I
301 1
I
I
I
I
1
1
---- - -
^
.---'" "
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
"
-'"
./
./
./
./---\
./ \
././ \
-o"\~'\3.\ /./ \
""(\ "\}),.."'\. ....-""-./ \
. ",,~QQv ....---<....- \
'{}OV ~ -- .... \ \
S.ll).." ---- \ \
\ -- \ \
--1 \ \
\ \
\ \
\ \
\ \
\ \
. \
\ \
\ \
\ \
\ \
\ \
\ \
\ \
\
\
\
\
\
\
\
..-
./
./
./
./
('
\
\
\
\
\
\
\
\
\
\
\
>
/
/
107.48'
S 88.48'12" E
( 76.06'
N 83'23'09" E
s
S <1.;>
60./::-.00,
vI'
SO"
,10 t::-
'00' <.:;
---
---
'., 6
,,')..~
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
b
o
to
10
'1'
F)i.-j
w
T
3'
,33.6 "
80'58' 48
113.1:;'
9.09'j ACr~ES
( 3 95,996 SQ. FT. ) ]A
<0
100 YEAR FLOOD HAZARD AREA ~
ACCORDING TO THE N,\TION/l..l FLOOD 0
INSURANCE F)ROGRAM'S FLOOD INSURANCE Z
RAT!: MAP FOR DALLAS OUNTY, TEXAS AND
I JCORPORATED AREAS, MAP NUMBER 48113C0155 J,
~ EFFECTIVE DATE: AUGI)ST 23, 2001~
r0
N
~
----
1':>' S.L.
142.00'
S 84.57'06"
:z.
o
-J
~.
(JI
Ill.
i.
0' )'6>
"-2 5<".>. ~S:
~s 5<"~, (?,
(9' S
? "
('
~
'I
io
'1'
0)
I")
'1'
b
o
r-i
10
'1'
72,22'
S 89'27'33" E
V'
01
Y'
....
0'.
;=
\.
.
/' -'" COo
",- -.-
- ~/ /"" ,p~~;:... ~ '- - - ~
.... /' /' ~<,,,,.,,,,,,,,,,, .... -""'''''''''''''''''''''~ -. __ -. N
........ ~.,.."",- .... /' /' -. -. ~"''''''''''~'''''''''''''~;:
/ ~p~~~ / ~
/" -:J-~.p.
// ~::::-:;'.~""
)\.....~ ..'1>
'Q /....-./.".,,;,;;~<~~~
V. ....- ,~<:-:.".", .... ....,
/'() \..\~? ' ,;
....-~~\' .,."'~ ....-
/,:<s~~~':P~ ,/' -'
/.... ,7.,ff-?'7 //
r- S', ~<.p /
.... ....'t.-i-\.".,..,,' ,;' /'
,/'" .",,~.p ./'"
/' ..-:.~-P' ./"
/,."... /' ..o::*~<?"" /""'"
....." ~"':P?... /,,""'-
.A.-:t:-~.p":;' //
~~.:;;r /"./'
...~~,~~ ....... /
~.... /
.w
/'..
10
a,
!">
"-
o
z
--"
.
<0
o
'OJ
r
o
~~.!:::~"~:e~~ ___ Z
~~ ~' --.--
''''vcr ",~E;lrE:R ~ - - -.
- _.L__ 6~()79 :?~,.NnljfJY - -. -. -.
-. .. .. 'G. 92" rJASEMEN -. _ .
.... -. -. '- !!~:co.~{",,,,,,,,,,. : ~ 1<:':' --~~ '
- -- _ t-::,::;~~:LST~,::;;; '""- '"'- i
- .~ L.. ~"''''':; Sf~1'FR - -
.. -- - -..... I;:;::::::::::::~~;;..~ f...1 € - - _
_ _ _ _ _ _ _ ~ -- , - ~ -=-,:-=- - :~'~'~~'S'~:;~::::.>~...._
~--"""""- /,,,--,,,~ \ '........ '\..,... ----- -::!:;::~::,,~
. J ~ \
8" SDR-3S1 PVC SEWER LINE "-
, / '"
"
-.. ~'-~
"
."'X,
>?l
_r-.-
,if
I
.--'"
.-.....------
-- -- _.~
--,.;-"'-
....
.-
...- ~--
..........---.
/'
.--
./"-
/'
'-
'.
,-,
" >
.(
\
\
...." ./
__ -- '- _4.ILD_ /'
./. ~ Or:;,;
- .-- .'- .--
"---
/'
/.,,/ -,,-*~~":ft
/' 4::;'~
,.... /..p~";'~.p .....,.>""
--' ..,"}-::;.?,;:,~<""",.-'",,,.,./
<i{{' /'
\ . \\ \"
\ '\ \
\ \ \
\ 'I
\ '\ \
\ \ \
\ ~, \
\ \;\ \
\ '.
~ \.,.\\\
~~ORM WA'\ERi~\ U~E
\ .~ \
\ '\ \ I
\ ~\ \J
\ ~, \
\ \\/
N 82'.38'09" W \ /~\ \
289.00' > "~ \
~\~\
\ \, /
\ ~ i
\ ~\ \
'~ \
\ ~~' \
\t\ \
>(> \ _/
\<t-" /.
WI\ ,(
\'Z- ,'./
\ ',~)'\ \
./.' \\ \
/. \"N"
1\ \<'"\ \
'. \\fI\ \
'" \1- ~ \
\\J) ';, \
'" \1 \
\ "~
\ "" ,,\
~\
\ \ \ ~,
\ 'I \
\\ /.
\ \\ ----
;, 1 /~~
\ \..:,\/
\ -\\,~ \ -~
\ \ /
\/'1 .-
~ --
...... ..... "..,\ ;ro/....
. \ "~ /\"
/ \?~ \ 205.19'
...0/
II
I
----
....,
/
/'
--
-'---.,.
/
./
./
..--:
"t-
~
,.> 0'.
%~.
'0' 0'
o.~.
"
"
"
'-
......
cOuRt---._
ALEKANDER
/.",-. ..---., ~--_.. ---..... --.....
./
fi~' ~ /
,~9J
--
--..
--..
-.,.
-.,.
"y----
, ....,
)~<~
-......
Philp A. & Tonne J. 8erebile
Vol. 2004024, Pg. 6015'
D,R.D.Co.,T.
2.01 Ac.
O'~
-'V '00,
5<"6>.
)'0. 5<".>_
~Q .16'_. 0'.>
O' ty '00_
,
I
~
E;j
X
.~
Z',
t::'
M
~1
\..... ............ '
"" --
I
I
I
'.,
\\
I
"t-
~
~~.
.~~
~. X" ~
Ili
CO
;=
CONCRETE WALL
IRST BAPTIST CHURCH OF COPPELL
VOL 95167, PG. 5885
D.R.D.Co. T.
'.
.
t'1
t'1
~
~
-.. 0
WATER,:ttI.
o
z
\
\
.),
\
\
\
~
-'V
5<" 5<"5<"
S. 'Q
'Zf. O.
?
<5> "
-"'"
/
/
\
"
'\
I
.I
~"
"
'-
'-
"
"
"" 30' S.L.
" .
" 8.04'~'
" .
,\
80.76
W 222.76'
,,1
.,
!
S 89'29'11" W 150.00'
\
\
\,
\
,
I
\
\ \
20' B.L. \ \
~. ...\.. "Y
\ " "
181.54'" " '.
S 8~.25'09" W 210.13' "
\
I ~
: I \
> I
~-~(
I I
\,
--'-"'"
,/ ......
./
. "- - -1';",0"
I .J ~-_
-.,.
......
......
'-...
,
,
""
-.....
.........
'..
/
ft.,"t-
~.
~~.
'0 X"
0.0\
/'
/'
-----
-.,.
-.,.
15' 8,L.~-{i04_~ _~ = j _ ___t
18784.1 "
. '\
35.34'
I
625.52'
......
/
_ _ _ _ _ _ _ _ _' DDITuVT,_
-- - - - - - - L - :tJ.t:;r T.J::O:t:r
_~~.lY~1, . _ EXIST. 16" WATER UNE
""""""'""'"::'~""'"""~"""""""~O:""""""""::"~"'"""""":="::"'"""""""'o:"""""""::'~'~'::'::"""""~'::""'""
If
J
I
~Q
zcc:
0<
0;::>-
f-l~
if1~
~::>
~O
<(:0
TIE PROP. 6" PVC WATER LINE
Tb EXISTING 16" WATER LINE
I
I
/
/
D
I
-----,
I
1>\ 1
'"
I
I
I
'~l
,t.-
r--
f
v,v\~'7
G--.. ~h-,
I
01
<C
o
~I
I
60.0'
~
<C
E-i
Z
01
f-n~ J
Z
W
Q
60.0'
50.0'
~I
o
~I
o
w
z
:J
0:
~
Z
W
<>
RECEIVED
DEe 2 0 2006
PLANNING DEPARTMENT
PRELIMINARY - NOT FOR CONSTRUCTION
__0
C)...J
C...J
't: cii
<l>C
<1>.-
CC
.- C
C)ro
c_
wo.
-
(9
(9
Z
-
$
N
~
:::s
~
I-
~
...,
o
0:.:
a.
~
~
t::::
I-
t:j
:t:
l/)
"'I
x
m
LL.
00>
-q-O>
ON
00
I I
o -r-
0><.0
('I') 0>
I I
Ot--
-q--r-
0> co
t--N
('1')<.0
('I')N
=tt:~
cD(/)
em
mX
-,<1>
.c:J-
(/) ~
.- <1>
'-~
mo
a..e
om
1.(')0
-r-I:r:
c.n
CJ
><
~
-I->
\...-
::J CG ~
o Q-I->
() Q c:
o ::J
\... () 0
~~()
c: 0 c.n
CJ
>< :>-,..2
Q) -\-J -
_'_ CJ
<::e()a
z
t(
..I
II.
>-
I-
..
.I
..
I-
:)
SEAL
""""'"
", €. OF .,. "'-
" ~ \"- ~ .......... ~-t.... --...
.' '<l .... .....' 'IS' ...
... .. ....
.. .- .. "
\*l ...*~
~*: ~*'
~ ..,.:...........................:... ~
~ KELLY E. ~INGGI ~
'" ....................:;...1.............\i
\. 0{) \. (44868/ j <c l
~ 1'0 ....t..,~._,...../ ~ <v.... fv'i/ ..
~ ;<-"'~. .c E \'I s..... ~ .
....-:f~~;;;.~.. €.~~t'
\If,t I ~~ ;:::'; r.p
\~lf,I>hq' tCt h
f
JOB NO.: xx-xxx
DRAWN 8Y:
DATE::
SCALE::
SHEET
OF
KZ
DEC. 2005
AS SHOWN
1
1
...,j
NOTE: FIELD VERIFY FINAL LOCATIONS OF
SCREEN WALL, ENTRY FEATUREA ND
PLANTING MATERIAL TO ENSURE PROTECTION
OF DESIGNATED EXISTING TREES TO REMAIN.
Sllx2411 ROOF I=INIAL
31 WIDE, el-ell ~EIG~T
LIMEeTONE COLUMN
AND CAP euMF-OUTe
TYPICAL \
)
II I 1\
I \
I II 1\
I I I I I\.
I 11\
II T ll\.
Irr T r-.
,
I'"
"
"
r~~
eLATE TILE $4INGLEe 6'
Ii I
J I I
II I I
I I I II
/ I II I I
A' I II II I I II
(l I I I I
12xl2 FRECAeT
WIT~ eANDSLAeT
LOGO, SLACK I='LL,
ENTRY TOWER WIT~
erucco I=INle~
WALL MOUNTED
GAe TORC~IERE IN
MATTE SLACK
~
;E fA ~y~ t~
, ~:J: 'Y ::J~ ~c. \,
~r~
L~~~~~l1 ~ ~~ D7lr
-j I- J:: ~\.J~p?r}.Y ~ J1)~ IF ~
~
cueTOM ~OUG~T IRON
5CREEN MOUNTED TO
ENTRY TOWER. MATTE SLACK
.....4"
161
r "'L
r :::::l
,
j
-L
::::::t
"]
-
J
l::l I
:::::l
LIMEeTONE 6UILDER
SLOCt<, COLOR TO 31
MATC~ 5CREENWALL J
, ..
'" '"
..r-
61
k--1
-L 1-
l-I'
..
,
{n=
I^
~
I
6-'-1
.,.
e' I-lEIGHT 1..1ME5T~~
WALLe WIT~ 411 eTONE
CAP, TYPICAL
eAMPLE COLOR ~ I;
OlLNER AFFfi(OYAL ~
-,
I.;
,
12'
Ii
~
12'
ENTRY FEATURE AND LANDSCAPE - ELEVATION
1/411 = 11.011
NOTE: FIELD VERIFY FINAL LOCATIONS OF
SCREEN WALL, ENTRY FEATUREA ND
PLANTING MATERIAL TO ENSURE PROTECTION
OF DESIGNATED EXISTING TREES TO REMAIN.
12x12 FRECAeT
WITl-I eANDSLAeT
LOGO, SLACK I=ILL
CUSTOM UJfi(Ol.lG~T IRON
5CREEN MOUNTED TO
5CREEN WALL WITl-I GAS
L'Gl-IT'NG TORC~IERE WITl-I
l-IANGING Sfi(ACKETe, MATTE SLACK
FRE-CAeT CONCRETE WIT~ eMOOT~
I=INle~ WITl-II211 P'N MOUNTED SLACK
METAL LETTERING. FONT: Cl-IAee CALLAe e~
e'-ell ~EIGl-IT LIMEeTONE
COFl!NER COLUMN
AND CAP euMF-OUT5
~t&.X/ 0/ J'l/ ct & t; (ff:,fJ' lI/ t; V
el ~EIG~T LIMEeTONE
WALLe WITl-I 411 eTONE
CAP, TYPICAL
eAMPLE COLOR !=OR
OUNER AFFfi(OY AL
t
REt=ER TO PLAN
14'
WALL SIGNAGE AT CORNER - ELEVATION
1/411 = 11.011
31 WIDE, e'-ell ~EIGl-IT
LIMEeTONE COLUMN
AND CAP euMp-OUTe
TYPICAL
NOTE: FIELD VERIFY FINAL LOCATIONS OF
SCREEN WALL, ENTRY FEATUREA ND
PLANTING MATERIAL TO ENSURE PROTECTION
OF DESIGNATED EXISTING TREES TO REMAIN.
r
---l II: =.::L
r-'1::
-
==I - T L-...Ll=
1
.t=:r -L ...L ...t::::::r ....t
~ I -I
r r h =::;::L
I- ...... ---,. , .,. .,. T ~,.-
:r=L I- ..6---Ll=
-LJ-- ....t:::r --t. ....t -L ... ... ....t :::r-
I
....-I t Ii F=;::i.
L ~ ~ , , .,- T
l-
e' I-lEIGI-IT I..IME5TONE ~
WALLe WITl-I 411 eTONE
CAP, TYPICAL
eAMPLE COLOR ~
OUNER AFFfi(OY AL
TYP. LANDSCAPE AT SCREENWALL - ELEVATION
1/411 = 11.011
mudJ
BLOCK A, LOTS 1-26
Screen Wall and Entry Feature Concept Elevations
City of Coppell, Dallas County, Texas
SUBMITTED: 31 JAN 2007
I NOT FOR CONSTRUCTION I LP-03
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPE ARCHITEcr
6825 STUDEBAKER DRIVE
MCKINNEV~ TEXAS 15071
LEGEND -
TIoN
MOSS
VA
BEBBER
~
\ BROOK
!
>-
W
>
O::::CX)
=>~
(f)
.
zO
OZ
(f).-
0::::0
W<(
00::::
Z.-
<((f)
m
'<(
$:
I.P.F
IRON PIN FOUND
EDWARD A.
ABSTRACT
CROW SURVEY
NO. 301
I.P.S
IRON PIN SET
@
o
SANITARY SEWER M.H.
SS CLEANOUT
&J
WA TER METER
LOCA TION
WATER VALVE
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
ZONED-SF-12
o
@
~
[EJ
III
ItJ
[idJ
121
ELECTRIC TRANSFORMER
~~~~/~
OO\) "
S~O~~~ \ ""
\
\
GRAPEVINE
ELECTRIC RISER
TELEPHONE RISER
RBER OP71C SIGN
, 4"" t..
1,\"S6 0
\'\ 34.0:....
93.67'
79.39'55" f
CREEK
Z
D
I-
Z
W
f=l
GAS METER
107.48'
S 88'48'12" E
76.06'
N 83"23'09" E
J
&I.t)
~~
?;IV)
,
,
""
CABLE TV RISER
SIGN POST
--
@
<0-
FIRE HYDRANT
\
\
\
Area = 0.997 Acres
or 43,425 Square Feet
r-
COUN'TRY ESTATES
VOL. 92188, PG. 3639
D.R.D.Co., Tx.
ZONED-SF-12
POWER POLE
\
\
\
\
\
\
\
\
\ I
\ I
\ I
Y
I
I
I
VICINITY MAP
&
@
\
\
\
\
\
\
/ JOSEPH C. TH WEA TT
I ESTA TE
DEFINED IN DEED TO
J.W. THWEATT
VOL. 515, PG. 76
D.R.D.Co. T.
IZONED-COMMERICAL!
S' .70>
~ '>1'.>. ~s
't-s: ~~, ~,
~, S
'.7..
I~
/
/
/
/
.J,.
....f
$; /
!it
bjf
iJ/
&/
r:\ ;- /
'77 i{ /
?/
~l/
- /
-- -::,..
-...-...-- "
H"'H': - -I- . "'-
..~.~,.,../
1493.01 /.
/
/
/
--.'~~. ,
/ . .~,
42.96' ~~~:
~<
6'>
'>7'
LIGHT POLE
->>
GUY WIRE
\
\
Area = 1.017 Acres
or 44,284 Square Feet
Area = 0.992 Acres
or 43,223 Square Feet
o
o
to
10
~
-E-E- OVERHEAD ELECTRIC
- T - T - OVERHEAD COMM.
-W-W- WATER LINE
-SS-SS- SANITARY SEWER LINE
- P - PIPELINE
-X-X- FENCE
3'
133.6 "E
N 80.58' 48
113.13'
\
4:50'
w
m
10
'10
!">
~
o
z
Area = 0.823 Acres
or 35,841 Square Feet
z.
S
d1
.......
(Jl
Ill~
~
Area = 0.884 Acres
or 38,493 Square Feet
I
1 /
-_1/
/
\
\
\
\ 72.22'
\ S 89.27'33"
,
01
<
o
~,
,
...." ,'9,9:0:.1
<,
~,
00
N
r0
N
'<t
io
~
0)
I")
"'"
o
o
t')
10
'<t
12
V'
0)
V'
:..
0'.
13
14
Area = 0.962 Acres
or 41,907 Square Feet
1 1 SANITARY SEWER
MANH~
~---
.//' '.
./
./
./
./
./
./
/'
:;;
15
.w
/'..
10
Co
!">
/'..
o
Z
00
o
n
-.. __ If>
-..--.........~
S 6<-
60. .1;>,
<0"
0<"
~
~
a::
o
5
o
w
<0
o
m
~
--
--
16
I
I
j
~I
,Aj, ,
. ~ ()()
'\ ~.
':><0
~
N 08059'43" E
38.90'
Area = 0.791 Acres
or 34,447 Square Feet
1.,0
Area = 1.018 Acres
or 44,342 Square Feet
./-
./
./
./
./
./
./
./
/'
./
--
--
---
-....~-...-
I
I
-
--""'--... 0
---
_ z
- - - I?O' SEu:' -
--- v01. 6 "c.R SA ---
- -:.... .!!.079 p NlTAR'r f. - -_
- _G.:,. 92, D.~~EMENT-
--_......Co., T.
--
:-~
z
\
17
'..
'^'-''- .,/
......... ,./
. ,
"", /'
X
,./ "'">.
./
./
./
./
./
./
./
Area = 0.893 Acres
or 38,887 Square Feet
25' SEWER SANITARY I
EASEMENT I
VOL. 95203, PG. 2898 I
D.R.D.Co.,T. ". I I
. '. 1 I
". "'1.. 1
'. I "'1
". ......
Area = 0.766 Acres \' 1
or 33,377 Square Feet I 1
SANITARY SEVIER I I
MANHOlE ......t@ 1
\;.
__ ':. I
--- ';. I I,
--":'::':4-_/
-.. r~. f
"J.
~
.-
o
r--..
.-
N
9
/'
.... ,./
X
// '"-".-
./
./
./
/'
./
./
/,'
-'--
1-
V.
~ ' ,r)",
~, )"0..
"1Q , 4-
~~,
-1~, ,rO,r
~~i, '00.
'. ,
.....,
~
/,:l(
./ ,
./././ ./>\
././ /'./ ,
/' ./ ,
,./././ ,
\ /' ,
, ( ,
'. , ' '/
'" ' /\
". \ \ 8 '
". "
'Y" \ ,
\~ ,
, \ ,
, ' ,
\ \ ,
\ \ "
\ \\ 14'95'.01 ,,~~~
\ "'~
\ ~.
N 82.38'09" W \ I \ 4'1 \0
289.00' /\ I \
\.
\\ \
-t-- Area = 0.749 Acres \, t>.'i>\
~ or 32,618 Square Feet .\\to'~\
~~. \~~\ I~I
'--1 ...r /, 'f If> \ <:I: .:HJ . \J
...r. X" ~ 7 ' -oY- ,
L \0~, ~~
OWNERSHIP IN "7- . , \P~ \
,\~^,
QUESTION -1- r<. '5Z ~ q~ ,
POSSIBLE OWNER 'Ss~;oo ~~\
v SANITARY SEVIER \ <J ~
RUTH ALEXANDER .70>" MANHOlE... \~.A;A'
VOL. 1913, PG. 132 tp.-t-- '>:. \
~ ,..,..~.-"".........
D.R.D.Co.T. ~~ ._.-'-
._~ X". ._
._.-'- '0 X". ._.-'-
._.-.-.- 3::.-~ 17.00'
,,-....... .,.---- L'
._ .- ._ ._ --: UFT STAlION "7-
.- .-~.
- -- -
ss ss ss ss ss- ss ss ss ss ss ss
-,-'-'
--
18
'-- ,
,~-~ -- -- --
--- -
"~",., ----
---~~--
\ ----
--
./
./
./
./
/'
./
./
./
./
./
./
./
./
./
./
--
ZONED- co
.PROPO~~D Z
1493.01
Area = 1.812 Acres
or 78,926 Square Feet
.-
./
/'
/'
./
/'
./
./
/'
./
./
./
./
./
./
,
\.
-'
"
,
",
z
o
~
Z
~
o
1493.01
'"
....
SANITARY SEWER EASEMENT
TO BE ABANDONED
BY FINAL PLAT
--
-------
1493.01\
1493.01 ,/ 1493.01 "
~. .t-/3~BL
22:75' ,~-- . .
~-
~
1493.01
"
'.
w
'.
II .
be' ! ?f -I! I 0>
~.., I /1 L()
. ./'/1 1 I.' gj0 0
. ';:/. I l;ii ~ .-
.,,:>~ . ,.J iri. II!? ~ g
~'l- 0.379 Acres. . I II ~ ,
~ 16,501 Sq. Ft.gl /1 I. ~0 (/)
10: GENERAL TELEPHONE I 1 \ J
'." EASEMENT I 1
VOL. 70~51, PG. 356 \ I I' .... ..ElO,O:.....
D.R.D.Co., T. ":. \ I
. 1 9" .. ':::.:--..1 I ~'
\ ~, .;. 1'" I 1..1
". I '\. 0
:i ~ /492.01 \ 'i'~' ~
-..1..\ 5' I I ~
: '52>> E 131.8 I hi
: 82'07 0
, . \ \ I
~O' SEWER SANITARY. I II fTl
I EASEMENT .
VOL 93215, PG. 8992 1 \ M
. D.R.D.Co.,T. -.;:.... .fJ I
/ 20 .... ':: .:.t I
SANITAA'( ~I . '.1..
\ MANH~ 1
" ./ 1
\S' Area = 0.434 Acres '. I I. .q- ~
. .,..--\.. !!')".or 18,919 Square Feet."" I~ """:00
?-':3\ e. 6',r,}; ~. I I ~ (X) ('f)
Area ,,;,\ 0.304 Acres \5'.. ro I 1 1 ~ ~ 0
or 13,228, Square Feet 'b. I 1 0
\ f") I I (/)
~. 1 : I
1
I Xl '
20.55,1 ~<v <0 0
rib< 1 ":) UNDERGROUND
"? . .TElEPHONE
I I . . MARKER
;t.:'
GRATE 0
INLET 0
-
65.74' 62.99'
S 87'S'8'54!!.E
1492.01
~ R==950'
9;,Y'?l5 ........ 125.62'
<(/~ L~~:5~~~~:~" -....... 157S.l.' :
. 1~3~ w
34.98'
R==
ALfo~~J!ER \,
L.()
..-
Wo
--.1<.0
Q)
W' C'I
_<.;/ ~ <.9 . ..-
'"'U fr: 0... I-: I
.W ~O lL..
<CQ)~ U (f)
N . I
0... .O~ 0
--.1 J ~ fr: W
I<COc:i Z
o...ZO 0
ZN N
<C.
1---.1
o
>
24
I
\
"<1.;"<;. / 149~1
.... ?-<;)1
.~ .
~ /\ 4
~
v..
;....
r-
/'..
o
.z
/
Area ,.;\ 0.338 Acres
or 14.7Q8 Square Feet
i
I
I
1
,,'~=EJ
.... .?~.~'....
w
S 89129'11" W 152.00".
\:/ Area:'~95 Acres \ 1};~~:
~~ 12,857 squ~~e.t ;i
"""-,,-,
...... "r--
~"'~r
Area = 0.290 Acres .n" ".
lX)
J -! or 12,651 Square Feet :;;
, .ro....
Area = 0.330 Acres
I or 14,371 Square Feet
. S /:0
. JO'
/ 46" ~
/y:"
,,'\:::) f';.
'(/i'r--;LJ^'\
\
Yj;-''''~~
25
.0
II")
;i
d
~Ii
~o
~IO
Z
~
~
~
<
"
-""'"",,,-,
.\.
'\
'~>
Area = 0.385\ Acres
or 16,790 Squar~ Feet
. y'
'0'
/?
?~ 1498 io.ll/!:';
["'"--, ~..~.
l!~'"""-~,,_~
""-~",-_~l
S 89'29'11" W 150.00'
. N 89'29'11" E 152.00'
5
... -"(0
o
r--:
"",.2 2
",
Area =..0;36a Acres
or 19,0'22 Squ<ire,E~et
o .
o ../
f") 10)
II~
0:: 0
o
2.6
'\.,
m~
" 10
r0 t')
0..11
.".-' 0::
/{<\ Area = 0.436 Acres
or 19,008 Square Feet
...>
VI
.t>o
tg,.
~
1
20' B.L
Area = 0.373 Acres' ~. . - .
: or 16,269 Square Feet ~ '.,
io'l 15' B.L. . - .' "'::" "
'it: . . ----IlNDffiGROUFll5 . . - . , """. 80.76
0::: TElEPHONE 4200 76'
35.34' MARKER S 84057' 06" W 222.
".
30' B.L.
~
UNDERGROU~D ,
TElEPHONE n
.."'~ Art; .~
'M ..... -<<t.,cs
TElEPHONE ~" .
VAULT' .
15' B.L.
187.84'
ASI'lW.T
~~
625.52'
ss
ss- ss
~
-ss
ss- ss
ss
ss
ss
ss
ss
ss
ss ss-ss-ss- ss
_ ~ITARYSEWER _ _
MANHOlE:
ss:'--
~;
- -0:
ASI'lW.T ROAD Ii :
o
10
ss
ss ss--- ss
BETHEL
- -ROAD
ss
ss
ss
ss ss
~Y~
MANHOlE
ss
CONCRETE WALL
l- -
ASI'lW.TROAO
ASI'lW.T ROAD
~ONCRETE BRIDGE
POWER POlE
E .f@-,-= _E
o
WATER 0
VALVES
:.&;
E
E
:.L_E
E
L: _E
--~. ~
r---
c.;~
Z~
0<
~>
E-4~
U1~
.~ :::>
t:t=0
<r:a:l
----,
I
- -j --
l-
@
SAN~~~~WERI
I
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
I ZONED-PD 108 ul
1498.01- MIN. FF ELEVS.
( 2.0' FOO'T ABO'VE 10'0' YR. FLO'O'D ELEV.)
0<<2..
I. f} ~4-' A,~()~ V l~.......~ 1001 fl.- f>J~J>>R ~J..ev.
e{rev t d~~~
~ l'b~{~~;Y' ~/V
~~ ~ ~~~
V.S~ 7c.w>-"'l- w.-e.e /
/
I
/
I
1----
I
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co., Tx.
I ZONED-PD 108R25 SF-91
. I
/
I
I
/
/
/
/
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
I ZONED-PD 108R SF-91
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co., Tx.
I
SURVEY
NO. 1296
J.H. SIMMONS
ABSTRACT
SURVEYO'R
SEMPCO' SURVEYING, INC.
320'8 SO'UTH MAIN STREET
FT. WO'RTH, TEXAS 76110
817-926-7876
FAX: 817-926-7878
ENGINEER
ZWINGGI ENGINEERING/PLANNING,LLC
150' PARISH LANE, 11337
P.O'. BO'X 1247
RO'ANO'KE. TEXAS 76262
940-390'-0'040'
FAX: 817-961-0299
Original Scale :
o 30 60
I " .
Graphic Scale
1" = 60
120
. I
in Fee t
LEGAL DESCRIPTION
BEING 18.277 acres of land located in the EDWARD A. CROW SURVEY
Abstract No. 301, and the J.W. ANDERSON SURVEY, Abstract No. 18, Coppell:
Dallas County, Texas, and being a portion of the Tract of land conveyed to Ruth
Alexander, Trustee for the Alexander Investment Trust, by the deed recorded in
Volume 75121, Page 2290 of the Deed Records of Dallas County, Texas. Said
18.277 acres of land being more particularly described by metes and bounds as
fa 1I0ws:
BEG IN N IN G at a point at the Southeast corner of said Alexander Tract, said
Point of Beginning being the end point of a corner Clip located in the North right-
of-way line of Bethel Road (a 67.5 foot right-of-way at this point);
THENCE along the South boundary line of said 18.277 acre tract and the said
North right-of-way line Bethel Road as follows;
South 89 degrees 25 minutes 09 seconds - 210.13 feet to a point;
South 84 degrees 57 minutes 06 seconds - 222.76 feet to a point;
South 89 degrees 29 minutes 11 seconds - 625.52 feet to the centerline of
Grapevine Creek;
THENCE along the said centerline of Grapevine Creek as follows;
North 28 degrees 24 minutes 45 seconds West - 89.00 feet to a point;
North 45 degrees 53 minutes 18 seconds West - 44.00 feet to a point;
North 29 degrees 21 minutes 34 seconds West - 88.73 feet to a point;
North 48 degrees 47 minutes 36 seconds West - 109.00 feet to a point;
North 25 de g re e s 19m in u te s 52 se co n d s West - 139.50 fe e t to a pain t;
North 08 degrees 59 minutes 43 seconds East - 38.00 feet to a point;
North 37 degrees 46 minutes 35 seconds East - 64.00 feet to a point;
North 61 degrees 59 minutes 26 seconds East-111.02 feet to a point;
North 72 degrees 13 minutes 49 seconds East- 93.75 feet to a point;
South 89 degrees 27 minutes 33 seconds East - 72.22 feet to a point;
North 50 degrees 47 minutes 45 seconds East- 93.00 feetto a point;
North 58 degrees 33 minutes 27 seconds East- 89.56 feet to a point;
North 80 degrees 58 minutes 48 seconds East- 133.03 feet to a point;
North 58 degrees 24 minutes 39 seconds E.ast - 75.00 feet to a point;
North 47 degrees 23 minutes 38 seconds East-70.00 feet to a point;
North 71 degrees 56 minutes 41 seconds East - 34.00 feet to a point;
North 83 degrees 23 minutes 09 seconds East - 76.06 feet to a point;
South 88 deg rees 48 m in utes 12 seconds East - 107.48 feet to a point;
South 79 degrees 39 minutes 55 seconds East - 93.67 feet to a point;
South 60 degrees 51 minutes 50 seconds East- 47.00 feet to a point;
South 38 degrees 19 minutes 27 seconds East-142.40 feet to a point;
South 47 degrees 42 minutes 51 seconds East- 182.58 feet to a point;
South 60 degrees 25 minutes 02 seconds East - 62.17 feet to the West right-of-
way line of Denton Tap Road (a 120 foot wide right-of-way at this point);
THENCE along the West right-of-way line of said Denton Tap Road as follows:
South 00 degrees 10 minutes 59 seconds East - 217.01 feet along a line 60 foot
West of and parallel to the centerline of said Denton Tap Road, to a point;
South 07 degrees 23 minutes 12 seconds East - 100.72 feet to a point, said
point being 50.00 feet from the centerline of said Denton Tap Road;
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 a point. said
point begin the beginning of a corner clip;
South 44 degrees 26 minutes 21 seconds West - 35.28 feet along said corner
clip to the POINT OF BEGINNING, containing 18.277 acres(796,130 square feet)
of la n d .
SURVEYOR CERTIFICATE
I, James W. Bartlett, a Registered Professional Land Surveyor, do hereby certify
that I have prepared this plat from an actual on the ground survey of the land;
and the monuments shown hereon were found and/or placed under my personal
supervision in accordance with the platting rules and regulations of the City of
Coppell, Texas.
JAM-ESW~ BARTLETT ---------------
Registered Professional Land Surveyor No. 1897
SITE
PLAN
DEe 2 (} 2006
ALEXANDER COURT PLANNING DEPARTMENT
BLOCK A, LOTS 1-26
EDWARD A. CROW SURVEY, ABSTRACT NO. 301
J.W. ANDERSON SURVEY, ABSTRACT NO. 18
18.277 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
DECEMBER, 2006
OWNER
MIRA MAR
60'0'3 SUNDERLAND DRIVE
COLLEYVILLE,. TEXAS 760'34
817-329-1792
FAX: 817-329-0299
PD-220-SF-12
~ Sempco Surveying Inc.
3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926-7876 FAX: (817)926-7878
Copyright 2006 GPS-SURVE'I1NG-MAPPING-PlANNING-CONSULTANTS Project No. 8371
GRAPEVINE CREEK
LEGEND:
~1 01 EX'STING TREE TO BE REMOvt:D
To:, 1It EXISTING T1'<SE TO I'<EMAIN
~}::
~1
~
~
~"'
",,"'"'
....""".
/
.v~
./~
.~,~~~ :e~
~1
~
\ ~~4
3
~
1
w
....'" .....",.
Me,
-",
""""--....""w.......
........_""
........~ ""^'"
"''N'~~
......"" ~"''''
""-;..'............
\
.~
/.1
~
*
S~F~
-""
""<M...,."","".>>
~"""'>"""
...........'"""~
">>....""<'V~
""'''v.
-."'. , ._~.~ :" ",~ e_ w~ ,. I ~~ _. '''' , ~M"". _
~~~~- ~
, 103 ' ", .'X, "~a~"".,. , -Jl! 9b~~ ~jV _ '"
. 11\' ;';;" ^0'.:v, B1::~:, ' '''- ','::: ffi::::,,,,
\tV QV ~.~'"_ 89 \tII
v..:..''''~~'''''Q"
"""..~,...~....
r.0
I
~
.."'....."''0;,
""""'"'>>...."""'"
""'..~""......
\,s'Ot..~
%.
%.
.. '^~ ~ ",nY...H... , """,vNh .. '^"""'''''^
.,." vw>>
~
<
~
"vW"""'"
""""'~,.....
"................ . ......
.. H<'".......v. " ,,^,,~...;N
--
-
~1:
~
136~
@135
- - ---'Ii
"-'!sA"- ' ~'~::"""" i'"''
\AI 82'.'~' '"
~w ~~.~" _. ''''-' '" "'~ ~ ',",", .
""...."'v.,.
~
~/f~ ~
~ ~(..-:.:: *
, ,
112,
111
109
z
o
~
Z
~
o
105 00101
-104
~146
~145
132
--@- --
>"""'-"-
--
--
115
117 116 114
108
----
---
---
100
"-"-'0_.. :~~ "_"__.
. --"
tf)
'-."
"-
"-
"
'f
z~
..""-~~ @ "-"-"--..
-"
r---_
I --__
. . --$-- .
-- '-"-$-" '.
---- ~
I
I
I
I
\ \
I
\
",/ /
215~~4
m Qlill
212
210
209 ~
CD
~208
~202
203 aP
-d, l / - ,.! 5 ----7rS: .
~ h-.v"N...."" t'=K... ..' ,m.-.~ ?:>>y.,..,".",...., ~$-">"""- ~~'N#."" ~0~f0'"$w-''':NM~<~..w.wn, ~.......""v.wt.'$<<>'_W f{y~ :;'>~~~:?4^V<<N>V :$7.........,w...~::s......~ ~X~::;:~~WM.;::%*~.i%..f;.~~Z:i.it<'N.<N.'/..<.'i:v.'N.."v W~--.$J~.... << 78
. ,-~." ", ~.' .. ., ...j,"'''-~W-*,,_.~&'1l'^''-"l%''>>''''''''~'N''U;~'''? ~7.Z,"" 7/' 68 65 64
.. '.;<<~>>;.w.<;:.$5:W'~"''''~~4{.,~.>>>>x<<,>>>>>>.,,>>>>>>:>:<<~~n;,h~'<<*:->>X<<<<':' J 'Xl.,? 8' ...'1$M %>>>.......,..""'''i'".,_M> >>.::;t'.,~.,.'f0.:.>I'""..,..::lJi1::_*_~...V.........A~~~~N
t'{~;;.?:z?,.Tf. WjU., . , , .... ",," . 'VA" H 'n" ,~~...-v
ASPHALT ROAD CONCRETE BRIDGE ASPHALT ROAD
~ 11
16
e
12
13 (J)
s>m1(
~~~~~vg~~~~~~~~~K~~~~~~~~~~~~~~>>~~K
_,,_,~ ^,,_w ~ _.W~~
oQ
ZP:;
O~
P:;~
E-4~
00::>
~O
P:;~
-<
F{~[){
1
. .
9
8 JR6~_; REMOVAL PLAN
NORTH
TREE MITIGATION AND CREDIT TABULATION
SFEC/ES TOTAL TRUNKS TOTAL CAL, INCf-I FROTECTED
TREES TO 6E REMOVED:
TREE MITIGATION REQUIREMENTS
DetermInatIon In Inchee:
INC~ES (D6~) of TREE REMOVED
TIMES (x) 1 Inch
equale (=)
TREE PRESERVATION AND LANDSCAPE CREDIT
GROSS RETRI6UTION
mInue (-)
FRESERVATION CREDIT:
Treee Freeerved on SIte
dIvIded b~
Total Treee on SIte
equale (=)
FreeervatIon Percentage
tImee (x)
Groee RetrIbutIon
equa Ie
PRESERVATION CREDIT
mInue (-)
LANDSCAPING CREDIT
equale (=)
NET RETRI6UTION
tImee (1 ) $1(z)(Z).(Z)(Z)
equa le( = )
NET RETRI6UTION IN DOLLARS
I(Z)SS Inchee (D6~)
I(Z)SS Inchee (D6~)
x III
IfZ>SS Inchee (D6t,,1)
6=601S D'ARC
=601S D'ARC
C=CEDAR
C6 = CI-HNA6ERRY
CI-i = Cf-IITTENWOOD
E=ELM
I-i = f-IACl-i6ERRY
L=LOCUST
M=MESaU/TE
M=MESaU1TE
F=FECAN
FO=FOST OAK
RO=RED OAK
(T6D) Inchee (D6~)
3
8
19
1
2
21
1
I
I
2
26
1ft>
3
21
91
192
54
2ft>
234
45
1
1
2ft>
329
12ft>
28
NO
YES
YES
YES
YES
YES
NO
YES
NO
YES
YES
YES
YES
GROSS RETRI6UTION In INC~ES (D6~)
lft>SS Inchee (D6~)
(T6D) Inchee (D6~)
(T6D) %
DetermInatIon In Dol/are:
GROSS RETRI6UTION In INC~ES (D6~)
TIMES (x) $1fZ>fZ>,ft>fZ>
equale (=)
GROSS RETRl6UTlON In DOLLARS
IfZ>SS Inchee (D6~)
x $1fZ>fZ>,fZ>fZ>
$1 fZ>S ,S(Z)(Z).(Z)fZ>
$1 (Z)S ,S(Z)fZ> .(Z)(Z)
lfZ>SS Inchee (D6~)
-( ) Inchee (D6~)
-( ) Inchee (D6~)
( ) Inchee (D6~)
x $1(z)(z) .(Z)(Z)
( )
TOTAL CAL/FER INCf-IES TO MITIGATE = lft>9S
$ ( )
A
GRAPEVINE CREEK
1 1
12
13
14
15
16
,-'
-.-'
--.-----.
-.
'-, 90
'9~ '-
W ~9 Tf!\' - ,
\.W
18
--
---
---
.-
,-,-
.-'
136 rf\
\.W
@135
112
111 ~
109
110 ."
"1 105 (X)101
<<:>>104
88 /C!i\
~
87 @
146
ffi'45
132
@
117 116
108
'7
EASTe? ALE &92
50~NDER
.O.W.
~
~
!
19
231
@
3
24
23
200
@
fCfi\(J) 199
\W'
198
201
.iP\
\.W
234
2~8 <;: 236
238 fl" " 8 237
12 240 2
2~2~24
222~
223 27 229
~
25
230
~
d
P:;!i
~b
QIO
Z
53 ~
1PP\J;i;l
W~
-<
52
26
20
~202
203@
6
22
21
1
. 46_49
21 18
PO <ID ~ <ID
20 19 18
12
13 (I)
81
70
BETHEL
ROAD
o
<
o
~
I
i$
i
,,;;
o
<
o
~
0...
<
~
z
o
~
Z
~
o
PREPARED FROM RECORDS AND A SURVEY
MADE ON THE GROUND ON DECEMBER 14, 2006
JAMES W. BARTLETT
R.P.L.S NO, 1897
TREE NOTES
~FSR TO CIVIL FOR REMOVAL OF DEAD T~ES AND STUMpe WITt.UN A~A OF LOT,
UT'LITY, ANt:> ROADWAY CONSTRUCTION.
REMOVE DEAD LIMes OVER PROPOSED ROADWAY AREA TO PROV'DE M'NIMUM OF
l' CLEARANCE.
PRUNE TREES WITI-.UN PROPOSED ROADWAY, 5CREENWALL AND ENTRY FEATURES TO
REDUCE STREee ON T~E, DO NOT REMOVE MORE Tl-iAN 2~% OF Tl-iE CANOPY.
TREE PROTECTION & REMOVAL
TRE PROTECTION MUST OCCUR PRIOR TO 5ITEUJOfii1!K CONSTRUCTION.
TREE FLAGGING
ALL PROTECTED TREES MUST BE FLAOOED WITl-i COLORED V'NYL TAFE UJRAFFED
AROUND Tl-iE MA'N TRUNK AT A l-iEIGl-iT OF AT LEAST FOUR FEET SO AS TO BE
V'S/BLE TO I.LJORKERS ON FOOT OR DRIvING EQU'PMENT AS FER CITY OF COFPELL
ORD'NANCE.
ROOT PRUNING
ROOT PRUNE ALL TREES W'Tl-iIN 15' OF NEW CONSTRUCTION. USE AN IRRIGATION
TRENCI-IER SET AT Ie" DEFTl-i TO TRENCl-i ACROSS Tl-iE ROOT AREA FARALLEL TO
Tl-iE EXTENT OF TI-IE 51DEWALKS, MAINTAIN D' CLEAR MIN. FROM TREE.
PROTECTIVE FENCING
A PROTECTED TREE (DESIGNATED "TO REMA'N" ON Tl-iE FLAN) MUST l-iAVE
PROTECT'VE FENCING UJ#.IICl-i COMFLETEL Y ENCLOSES Tl-iE DRIF LINE OF Tl-iE TREE
UNTIL CONSTRUCTION IS COMPLETED AS FER CITY OF COFFELL ORD'NANCE,
DURING CONSTRUCTION, NO EXCESS SOIL, ADD'TIONAL FILL, EQUIPMENT, LIQUIDS,
OR CONSTRUCT'ON DEBR'S MAY BE FLACED INSIDE Tl-iE PROTECTIVE BARRIER,
NOR MAY ANY SOIL BE REMOVED FROM W/Tl-iIN Tl-iE BARRIER. CONTRACTOR IS TO
PROVIDE TEMFORARY, CONT'NUOUS FENCING AT Tl-iE DRIF L'NE, MIN,l-iEIGl-iT 4
FEET. FENCING MATERIAL - REFER TO AFFEND/X IN Tl-iE CITY OF COFFELL
ORDINANCE FOR SAMFLE PROTECTION FENCING OFT IONS.
TREE NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
DIA.
16"
6"
6"
11"
8"
10"
13"
6"
15"
6"
8"
6"
6"
9"
15"
7"
14"
18"
2-13"
10"
7"
15"
7"
6"
7"
8"
8"
12"
6"
14"
6"
12"
6"
22"
18"
10"
16"
12"
10"
3-6"
7"
13"
11"
6"
7"
8"
6"
6"
13
6"
6"
6"
10"
8"
8"
8"
6"
10"
6"
2-8"
2-6"
10"
8"
10"
3-10"
7"
9"
11"
7"
7"
7"
6"
9"
12"
14"
2_8"
6"
9"
10"
ENG;INEER:
ZWING;G;I ENG;INEERING;/FLANNING;,LLC
lS0 PARI5H LANE, ~.31
P,O.60X 1241
ROANOKE,TEXA516262
940- .390 -0040
FAX: 811-<961-02<99
5URVEYOR:
5EMPCO 5URVEYING;, INC.
.3208 50UTH MAIN 5TREET
FT, WORTH, TEXA5 16110
811-926-1816
FAX: 811-<926 -1818
OWNER:
MIRA MAR
600.3 5UNDERLAND DRIVE
COLLEYVILLE, TEXA5 160.34
811-.329-1192
PRELIMINARY PLAT
ALEXANDER COURT
BLOCK A, LOTS 1-2b
EDWARD A, CROW SURVEY, ABSTRACT NO, 3~1
J.W. ANDERSON SURVEY, ABSTRACT NO, 18
18.211 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
BLOCK A, LOTS 1-26
Tree Removal Plan
mutJ;
DEe 2 0 2006
PLANNING DEPARTMENT
City of Coppell, Dallas County, Texas
TRICIA AMADOR WOLlVER, RLA, ASLA
LANDSCAPE ARCHITECf
6825 STUDEBAKER DRIVE
MCKiNNEY" TEXAS 15071
SUBMITTED: 20 DEe 200~
8"
SPECIES
PECAN
PECAN
CHITTAMWOOD
PECAN
PECAN
PECAN
PECAN
PECAN
ELM
ELM
CEDER
ELM
ELM
CEDER
PECAN
CEDER
CEDER
POST OAK
POST OAK
POST OAK
POST OAK
POST OAK
POST OAK
POST OAK
ELM
POST OAK
ELM
ELM
ELM
ELM
POST OAK
POST OAK
ELM
POST OAK
POST OAK
POST OAK
ELM
POST OAK
ELM
ELM
HACKBERRY
HACKBERRY
POST OAK
POST OAK
ELM
LOCUST
ELM
ELM
ELM
POST OAK
LOCUST
BOIS 0 ARC
POST OAK
ELM
ELM
ELM
POST OAK
POST OAK
POST OAK
POST OAK
ELM
ELM
POST OAK
ELM
ELM
BOIS 0 ARC
ELM
ELM
ELM
ELM
ELM
ELM
ELM
ELM
ELM
BOIS 0 ARC
ELM
ELM
ELM
ELM
TR-Ol
TREE NO.
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
DIA.
9"
12"
12"
15"
15"
3-8"
2-14"
2-10"
12"
12"
8"
17"
10"
6"
9"
13"
11"
11"
18"
10"
15"
24"
28"
15"
11"
6"
8"
6"
6"
12"
12"
11"
9"
6"
9"
11"
8"
7"
6"
8"
6"
10"
10"
9"
2-7"
6"
6"
3-7"
10"
7"
2-17"
2-16"
15"
2_7"
15"
7"
9"
6"
18"
6"
18"
12"
24"
8"
7"
25"
22"
22"
10"
4-12"
24"
2_18"
18"
16"
20"
17"
6"
7"
16"
Original Scale: 1" = 60
o 30 60 120
I .. . . I
Graphic Scale in Feet
7"
SPECIES
ELM
PECAN
PECAN
CEDER
CEDER
ELM
CEDER
CHITTAMWOOD
PECAN
PECAN
PECAN
PECAN
ELM
ELM
ELM
ELM
ELM
ELM
PECAN
PECAN
ELM
BOIS 0 ARC
ELM
PECAN
BOIS 0 ARC
ELM
CHITTAMWOOD
CHITTAMWOOD
PECAN
PECAN
CEDER
CEDER
CHINABERRY
CHINABERRY
RED OAK
CHINABERRY
CHINABERRY
HACKBERRY
CHITTAMWOOD
CHINABERRY
CHINABERRY
CHINABERRY
CHITTAMWOOD
CHITTAMWOOD
CHITTAMWOOD
SOAP BERRY
CEDER
CEDER
CHITTAMWOOD
CEDER
CHINABERRY
PECAN
PECAN
CEDER
PECAN
PECAN
POST OAK
CEDER
CEDER
PECAN
CEDER
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
PECAN
ELM
ELM
CEDER
DIA.
9"
2-6"
8"
6"
13"
8"
8"
12"
10"
7"
5-12"
28"
14"
17"
28"
11"
7"
3-10"
7"
8"
10"
7"
6"
13"
24"
6"
7"
7"
7"
12"
6"
2-8"
9"
7"
6"
7"
6"
18"
6"
10"
14"
2-12"
16"
14"
10"
14"
8"
8"
7"
10"
8"
16"
16"
6"
6"
8"
8"
5_17"
12"
7"
22"
16"
10"
9"
6"
6"
6"
6"
8"
8"
24"
12"
11"
6"
2_7"
8"
8"
10"
9"
12"
SPECIES
PECAN
PECAN
PECAN
CEDER
ELM
ELM
BOIS D ARC
BOIS 0 ARC
BOIS 0 ARC
BOIS 0 ARC
PECAN
ASH
BOIS 0 ARC
BOIS D ARC
BOIS 0 ARC
BOIS 0 ARC
PECAN
CEDER
CEDER
CEDER
RED OAK
PECAN
HACKBERRY
CEDER
PECAN
HACKBERRY
PECAN
ELM
MESQUITE
PECAN
ELM
PECAN
PECAN
CEDER
HACKBERRY
MESQUITE
ELM
COTTONWOOD
CEDER
MESQUITE
PECAN
BOIS 0 ARC
POST OAK
POST OAK
POST OAK
LOCUST
CHITTAMWOOD
PECAN
PECAN
PECAN
CEDER
PECAN
PECAN
PECAN
PECAN
PECAN
CEDER
PECAN
PECAN
ELM
CEDER
ELM
MESQUITE
ELM
CEDER
CHITTAMWOOD
CHITTAMWOOD
POST OAK
POST OAK
CEDER
ASH
CEDER
CHITTAMWOOD
CEDER
MESQUITE
CEDER
CEDER
POST OAK
PECAN
RED OAK
TREE SURVEY
ALEXANDER COURT
BLOCK A, LOTS 1_26 PLANNING
EDWARD A. CROW SURVEY, ABSTRACT NO, 301
J.W. ANDERSON SURVEY, ABSTRACT NO, 18
18.277 ACRES OF LAND
CITY OF COPPELL, DALLAS COUNTY, TEXAS
DECEMBER, 2006
TREE NO.
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
PD-220-SF-12
~ Sempco surveYing Inc.
3208 S. MAIN ST, FORT WORTH, TX 76110_4278
TEL: (817)926_7876 FAX: (817)926_7878
copyright 2006 GPS-SUR\EYlNG-IIAPPlNG-PLANNlNG-CONSUlTANlS prOject NO, 8371
>-
~
0:: €X)
:J .-
(f)
z 0
o z
(f) I-
0:: ()
W <(
~ g:
<( (f)
CD
?: <(
-::i
It)
wO
....JCD
.:000.
L.I.I C> .
.~0..1-
<0:: .0
o..~"""~
- C'>IO
....J .0 .
- '"') '<t 0::
J: O.
0..<00
ZC'>l
5...i
I-~
~tY,?
1:::,Jf
fS 'J
<::)0' .
"\ q,: ~
~ !/)' (;0"
f] ~ <:J'
v~q:
J;? . <:J'
QJiY
.s
~I
~
~I
(f)
(f)
1-04
~
~
<
~
~
ASPHALT
~ -ss
, "
'\><.
'\><.,,,,-
t\^:) : ()<o
^:)<o I
. ~~(
&; ~LO f
" :;; f
<.0:-
~\
()l
-l..> \
--: ~~ \
4>()1
<S)~ <S)~
~
u..:
Q
N
"
ss ss~
=------
THE RESERVE
VOL. 98249. PG. 23
D.R.D.Co., Tx.
',)>~~
~~~
GOi0~
/'
EDWARD A. CROW SURVEY
AB~NO' 301
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx.
LEGEND -
r
-E-E- OVERHEAD ELECTRIC
-SS-SS- EXISTING SANITARY
SEWER LINE
=::=::=::=::=::= EXISTING WA TER LINE
PROPOSED WA TER LINE
PROPOSED SANITARY
SEWER LINE
I.P.F
IRON PIN FOUND
11
10
@
@
o
1St
WA TER VAL VE
FIRE HYDRANT
POWER POLE
SANITARY SEWER M.H.
N 87"03'53" E 192.64'
I --
~ - GRAPEVINE
/
9
S
69";: J
'" :5 09 J,
'" I:
............... c. 7.]
-........... '" 1. 66 '
'"
9
--
"
0c)
<ora.
\ ",
"~ ",
,~~ /
.1-0 /'
'0 ~ 0", ",
PROPOSED . *~~m_~"
15' DRAINAGE EASEMENT.-- ~"-
#"
"
\
\
COUNTRY ESTATES
VOL. 92188, PG. 3639
D.R.D.Co., Tx.
10
..............~ ~~...........~
..............,t...,,""
~."",.....
J1
J:. ~\f
6\
\ -&:~J
\ ~JJ
("
---
//
I
I
J~~
11
9'
'\39.2 "t.
77~ - -
//
J1
V:.-3
0.<.5'
\ T9~c&J
\~~
,~.. ....,..~ '''''~ ..n............'"
12
, <v
~ "
CO~ ,\)'1-
'\ .\) '1-
to /
~ /
....w<""'^""""" 6<a""_',~ ..
~~.....
JOSEPH C. THWEATT ESTATE
DEfiNED IN DEED TO
J.W. THWEATT
VOL. 515, PG. 76
D.R.D.Co.T.
-~-
~,
~pY''-
-- ............~
~>-~
-~....- ......,,~ ~ . ""~
~ '.....-.--
'"'" ---
~~ ~ ~,- ~ -- -
48.29'
.-
~~"",,","....-......,...--
-- ~
13
54.39'
80.48'27" E
N
.-.- ,--- ._._~ ~
~-
~ ~
~,;,-- ~ -'-
-'pY' ~ ".,-
~ ,..~
~~
--
I
/
/
/
--
S:s ---- _I
-- S:s --",._~
-- S:s"><_. .- __
---;' S:s
~
<t1
~
BLOCK A
,
,0'
~!)
~;>J
)f'J
<J
,;:
'(07
~O)
,
~
25' SEWER SANITARY
EASEMENT I
VOL 95203, PG. 289B
D.R.D.Co., T.
60.0'
15
~
<
o
~
Original Scale: 1" = 50
o 25 50 100
t ,. . . !
Graphic Scale in Feet
,
ra0
1~.
\ ",
., S ",
,~b< /
.1-1- /
'0 0\ ",
SANITARY SEWER
MANH~ __
7<<1:_... <;$~S:s__ -- __
~ / ~ S:s--S:s__S:s
/ / ',--
./' / / " --
,/ /<;$ ,
/ <;$/<;$ / .'"
/<;$/ /
//
.......
---,
\
\
\
I
I
z
o
E-1
Z
~
~
16
~
~
0::
()
Z
o
()
14
--
--
-
'"
21
/ /
/
~
\
\
\
\
\
\
~
H
o
11
~
E-1
~I ~
0::
I~,
IV 7~
'X&. ~~ (S).
7 ';>0;2' ~
';>6' S')' r\
'r::J ,J, , 1.;.':.
7J Ip
~
~
-t- ~.
~. \ '~
~J \ 0:
~~\~
~ \~,
~ \ y--
IRA MAR DEV. CORP. ~ \
DOC. 200600465952 '(51
D.R.D.Co., Tx. ~J
TELEPHONE
MANHOLE
I 0.725 AC.
(SURVEYED)
I"
m
co
~
f'
N
I
l \
A " 1
1/12 I.P.F. l
, 50.0'
W
I C"-J .
.- o~
....oo-r-:
~. CO
.Slno
.a! 0 .,-
alO
;!J)
~
If/)
l&;
~- -- ~/&
1 r~~
--50 ~ Att",
UNDERGROUND ,,--
MEPHONE ~
/- MARKER
/ ffiEPHONE
VAULT
. ~
~
WATER LINE
~~>M<o ~ ~"^'""<
in
<:t
co
<:t
\
...---'"
~~........"",
NERAL TELEPHONE EASEMENT
VOL. 70251, PG. 356
D.R.D.Co., T.
._-
...--
..--
~
~-
/'-
./
/-
...--
...--
/-
-jfr STATION
628.32' . /PROPOSED BACK OF..QlJ.BB~,
M~ .~ ~
ss ss ss ss ss
ss
--
~
~\
P.O.B.
1/t(, I.P.F.
"^""'~ '" ~""'~
1X,.
S -ag' 29'11" ,<iN
~~~""" . ._~
.~
ss ss ss ss ss ss ss
ss ss ss ss
~ss ss
ss ~ ~:50e.~
ss
ss
CONCRETE WALL
-.-
ASPHALT ROAD
CONCRETE BRIDGE
CONCRETE WALL
/
ASPHALT ROAD
--BETHEL
--
-
/'
@
EXISTING 16- WATER UNE
r: ~ E~
POWER POLE
10
E E =-=r: f:.=
~
0::
()
Z
o
()
c;~
Z~
O~
~~
E-4~
rn~
~O
~J:Q
<
CONNECT PROPOSED 8" SEWER LINE
TO EXISTING 24" SEWER LINE
">
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
CONNECT PROPOSED 8" WATER LINE
TO EXISTING 16" WATER LINE
0.147 ACRE RIGHT-Of-WAY
DEDICA nON PER THIS PLAT
SANITARY SEWER
MANHOLE
SUMMIT AT THE SPRINGS
VOL. 97023, PG. 3493
D.R.D.Co., Tx.
/
/
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co.. Tx.
BLOCK A, LOTS 1-29
EDWARD A. CROW SURVEY, ABSTRACT NO. 301
J.W. ANDERSON SURVEY, ABSTRACT NO. 18
Cjl/
qlJ ) 'h..
t
J.H. SIMMONS SURVEY
ABSTRACT NO. 1296
5
.'
UTILITY PLAN
ALEXANDER COURT 18.506 ACRES
CI1Y OF COPPELL, DALLAS COUN1Y, TEXAS
TIM BENNETI ENGINEERING timbennett3@verizon.net
203 JACKSON STREET WYLIE TEXAS 972 -429-3993
Date: Scale: Desi n: Drawn: Pro 'ed Sheet
PRELIMINARY - NOT FOR CONSTRUCTION APRIL 2007 H: 1 "-50' 1WB EKK 07001 3 OF 11
"
"