SP attached to CC Packet 061208
THE RESERVE
VOL.98249, PG. 23
D.R.D.Co.,Tx.
I ZONED-PD 108R25 SF-91
cYif)
;:;::~
?s^')
$ QC:J' f.....~.
Q:- ."
~ ':I)" GO
fJ ::y Q'
(j 0.; Q:-'
C:J 0) Q'
($C;'
~
>-
w
>
a:::
:::>
(f)
z
o CO
(f) ~
a::: I
w <!
o
Z
<(
.
3
.
J
Lf)
..-
wo
-.Ita
OJ
w'
_<.,J ,/ 0 .
O(Jcr:CL~
. w ~ 0
<!OJ~U
N .
CL '00
-.lJ~a::
I<!OO
CLZO
ZN
O.
1--.1
o
>
~
AS P HAL T
~
-ss
,
Ii 10' GENERAL TELEPHONE
I EASEMENT
.. .~5' I VOL. 70251, PG. 356
..~.............. II' D.R.D.Co..T.
WA TER \
VALVE
(8)
UNDERGROUND
, . .TELEPHONE \
. MARKER
P.O.B.
1/2#J LP.F.
1
I
I
ZONING EXHIBIT/ DETAIL SITE PLAN
~~
A, LOTS 1 -29
SURVEY, ABSTRACT NO. 301
SURVEY, ABSTRACT NO. 18
18.506 ACRES OF LAND
OF COPPElL, DALLAS COUNTY, TEXAS
JUNE 18, 2007
SHEET 1 of 2
~
~
~I
~l
~
(fJ
(fJ
~I
~I
~
~
~
.. ~~~//
~ v' ./
~<\~ /.-~
GO~ \ COUNTRY ESTATES
\ '\ L. 6.~ 1. ~ ~ C O~ ~ ~. 3639 . ,~~.................. .~.. .. .. . .. .. po
\ I ZONED-SF-12 I '""
\
It U)...r \
<1'> .\t
cS' .II <1' .II
~ ~
.~ .?~
~.. ~
JOSEPH C. THWEATT
EST ATE
DEFINED IN DEED TO
J.W. THWEATT
VOL. 515, PG. 76
D.R.D.Co. T.
IZONED-COMMERICALI
GRAND COVE ESTATES
VOL. 94190, PG. 4358
D.R.D.Co., Tx. 1 0
ZONED-SF-12 II
8.04' N 87"03'53" E 192.64'
EDWARD A. CROW SURVE
A-30 1
.' .
",
",
",
....
.'
.....
....
,.'
......
....
""
....
..'
1 1
S
69~ '
~ 09 #I
f:
'<7.66'
9
w
184.60'
,
'00
\to'O.
.
I /".
I / ·
I I "ct GRAPEVINE CREEK
I /
I I
I /
I /
t5 I /
i I ! BLOCK
~ / /
~ I /
o /
C'l , . . . , ..J. . .. ..>1
I /
I
/.. /
I:: /
I ex) /
I;;; /
/ /
w r
_~I
r- '- --.---________
I
~
.. ..
~~
... .. "')
tS'f.~
~
~
\
\
,.
,~~
.l)"O
~~
~
"
"
10
r---
""
12
\
\
A'
\
\
\
1 1
\
\
\
12
\
" .,.~
<o~<-:>. o~
"\ .of),
~
~
~
T --- --. --. _ ---............~'"',
/ -- - - -" :'~~y'L:1;i'
"'(~
'"
\
\
\
\
~-----------------.."..
~~t '
t::..,.<y\) !
~O-.;J 00~. i _--
~~ao~~~~ _~~-~----
,0 (\ ---'.,>' 1
~\ 00 ... ./ "" "" - : cP. ~
, '. ./ . ~>>
).. ./ ~.. .
//- ~~.. 490.0
/ ~
"" SANITARY SE~R
// (f\ MANH~
14~! ~ol ~/><@-
/.
1 4 //'-
/
/
/
/
/
/
- /
--t/-
12J5.~../
77.33'
........fl9...Q:.....
fT1
lU)
.l~
----------,p
IV
10
/z
PROPOSE]
1490.01 :
/
/
I
/
I
J
-'--L
/
I
13
\
54.39'
S 80.48'47" E
.
.
.
.
48.29'
N 74.07'14" E
.
.
.
.
.
.
.
.
.
.
.
.
~
1l' ~.~
~.>'"
17 .>.1)
"Q) ~
~
.~s.. ~O)'
.~O..
..............---...,
~---
ON
~~
Vim
..... .
.........
~~
o ..
~
"
,~bc
\.'J,'J,
~6
,
Go. '0'0
1"~.
~\
,
0'
, r'J"r'J,,'
1 6
~
~
~
~
u
z
o
U
" ~
~ '"
~ ,,~
^'~. .~
4'
~
,
51.:31
LAN E-.,-------------
-~......--:: - -
cv :3
'" b...
. . " !2:"
~
~
ci SANITARY SEWER
~
~ .... MANHOLE
SANITARY SEWER EASEMENT
TO BE ABANDONED BY THIS PLAT.
85.77'
~
- ~
Nit)
m-
. yo-
"'-
<0 yo-
o
Z
/
/
/
/
/
/
(L~ ///
\ 004 (
\ \' ~ \
\ ~~ \
\ o~ \
\~I"
\~U'\
\ --0 -y: \
\ q>~ \
\ lO~ \
\~./-\
\ 0.(<' \
\ '1) ~ \ 6'
\.<? ~ \ 2' t;;.6 ''2~
\ ~ ~ \ 12~ ~
\:'-:,,'" \~
-
yo-
o
.
"
.- f-
C\I ~
~
W ~
<(
I: W
o ~
!<:> -l
0) <(
tt') ~
b 0
o U)
(/) .'1 I
.., ... ..~~'.~. I
..q.,. ............. ..~
1/2 I.P.F.
(J' ~l
i ~I
u...
o
w
z
::i
~
~
w
ul
/
/
/
/
/
/
//....
;/
./--/
. /
\
,
\
\
\
\
\
\
\
\
\
\
\
\
\
\
~
1 1 J/
1493.01 ~.,
-z.
~~
\ '7.
0..
1 0 if~<
1495.01 '1
....>
-10}
....>to
.~ ~
.. lO os
t'Q
~
.......4A~
,..' ?-A~
..' ~~
0~
~~
~
~
/7
'V ~~~..
11'<9.
~~O'"
~<9 ~~~
~.. ~
\
\
\
\
\
\
\.
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
.
'.. N
.q-o
...... ..
otX)
001")
a.
~O
o
(/)
\
\
\
\
\
\
\
\
\
,
\
\
\
\
\
\
TELEPHONE \
. .... 'MANHOLE \
\ ~~ ., ~
\ 1,0' .<,'
\ 'l--\"
\ ~~
\~
I..
10)
co
~
f'
N
~
\t
o. /
~. ~
~ .~
~~ (j'..
\ ....\
.' \
\
\
\
\
If" I.P .F.
...t..~9...q:....
w
/ I
"" I
f I
'r-
I
I
I
I I.4.J I
!.. ~ I l-
I;:! v. I I?;
1"" ....-.. I ~
Ii/flal bl
I" Q:)I W-
I "I )....
I <:1 !::::
I I ~
J,. I .,:, SCREENING
\ I "'~ Q WALL
\ I I" · ry T-14 ".
\21.6.9i I .... ....
\. _ I _ .!8-~1~ _ _ ~ - - - - ~.
\
\
\
\ /
\ 9 ./
\ /
\ \1498.J11
SANITAR'l\SEWER \ \ /
MANHl\LE . .~" \ \ /
\ -~~-~\/
_-, 'W/\
- \
\ _.~ \
--'(- \
- - \
- \
\
T-15,\
. . .
lo
~
~
~
~
(j)
.~
~.
./
./
./
./
./
./
./
./
./
./
./
./
./
./
./ -
./ -- -
~ _ - 200.58' _ - - --:.UFT STATION
0.725 AC.
(SURVEYED)
MIRA MAR DEV. CORP.
DOC. 200600465952
D.R.D.Co., Tx.
8
1498.01
It
N
..........
5' WALL MAINTENANCE
EASEMENT
- ss- ss- ss
ss_ss_ss_ss_ss-ss-ss-ss-
ss- 55- w-- ss- ss- 55- st..-~'b- ss- ss- 55- sS~- _ ss- ss- 55- --:-- ss
SANITARY SEViER' SANITARY SE~R ·
MANHOlE"" tWEST-BETHEL ROAD MANHOLE
.
.
E---t- E..=--=--f:- E---=-=-
.
.
.
(8)
WA TER (8)
VALVES
CONCRETE WALL
G
0::
b
In
PROPOSED BACK OF CURB
ASPHALT ROAD
CONCRETE BRIDGE
-
ASPHALT ROAD
.
.
.
_ _--tE-~---=-[
,
.
.
.
.
ENHANCED PAVING
( STAMPED CONCRETE PER
ENGINEERIN G DETAILS)
1-
t
C-'~
Z~
0<
~>
~~
r.n~
~~
~O
<~
BLOCK
EDWARD A. CROW
J.W. ANDERSON
0.147 ACRE RIGHT-OF-WAY
DEDICATION PER THIS PLAT
I
I
FIRST BAPTIST CHURCH OF COPPELL
VOL. 95167, PG. 5885
D.R.D.Co. T.
I ZONED-PD 108 ul
/
SUMMIT AT THE SPRINGS
VOL. 97023, PC. 3493
D.R.D.Co., Tx.
J.H. SIMMONS SURVEY
A- 1296
I
I
DALLAS COUNTY
VOL. 91251, PG. 5059
D.R.D.Co.,Tx.
ZONED-PD 108R SF-9!
/
I
I
/
CITY
LEGEND -
I.P.F
IRON PIN FOUND
@
Q9
o
(Sl
SANITARY SEWER MH.
WA TER VAL VE
FIRE HYDRANT
POWER POLE
-E-E- OVERHEAD ELECTRIC
-SS-SS- SANITARY SEWER LINE
Original Scale: 1" = 50
o i!S so
I I I I ....I
Graphic Scale in Feet
~{}{}
I
Q
~
o
~
~
~
E-1
z
o
E-1
Z
~
Q
NOTE:
ACCESS/ MAINTENANCE EASEMENT TO
COINCIDE WITH THE WESTERN BOUNDARY
OF THE EXISTING SANITARY SEWER EASEMENT.
(SEE SHEET 2 FOR DETAILS)
~
E-1
~
o
ifl
....'f'I";.... ..' ,_.' '11(11,' "
- .
(lr.,; ~. >:'" ,/j
..~ I~J 0)
A~~-+O ~.
PD-220R-SF -12
-w-
n Sempco Surveying Inc.
n\ 3208 S. MAIN ST. FORT WORTH, TX 76110-4278
TEL: (817)926- 7876 FAX: (817)926- 7878
GPS-SlJRVEYlNG-MAPPlNG-PLANNING-CONSUlTANTS Project No. 8371-PP-Re
Copyright 2006
o
V AtJ. ~
BEBBER ~
I ~:;dK
SITE
LOCA TION
1
1
" 25' SEWER SANITARY :
"~EASEMENT I
, ,
, VOL. 95203, PG. 2898 1
, 1
\ D.R.D.Co.,T. ~ :
" ........... I
, ....... I
, ....... 1
\ \ ........ I
" " "'1'"
I '"
, I
\ ....
\ 100 YEAR \
\ FLOOD PLAIN
\j
,
,
"
, ,
((:) V:J
V:J'
<1-"-
<v
,'j'
. tx((:)
txtx
~
J'
,rB~
~>..
,r.>....
~
<07
.~O..
~
t
~
z
8
PD CONDITIONS:
1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE:
A. DELETION OF ALLEYS
2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS.
3. 1498.01- MIN. FF ELEVS.
(2.0' FOOT ABOVE 100 YR. FLOOD ELEV.)
21
I
"""000" ""." ""Q.Q"~.Q.:.""",, """'~
4. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22
UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE
THE REVISED FLOOD PLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE REVISION
TO THE FLOOD PLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN.
VICINITY MAP
NOT TO SCALE
CU R VE DATA
CU R VE DELTA RADUIS TANGET LEN G TH CHORD BEARING CHORD
CV 1 41.46'05' 275' 104.92' 200.47' N 46"24'23"E 196.04'
CV 2 1 5 '1 2' 4 1 " 175' 23.37' 46.46' N7 4.53' 46"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 1 09.21'
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' 36.84' N 89.371'16"W 36.85'
1
1
I
I
I
I
I
~I
O'll
.q:1
'... ...-1
...... .- I
"'--J..
r ... ...
W I -------.............
I: 1 @
~: SANITARY SE\\ER
in I MANHOLE
ll)1
. 1
8,
I
(/)1
1
-- 1
----+--
1 ----_
1 --
,
1
I /@
-__ I.....
--_ I.....
-~
...~....~-
SANITARY SEVIfR' I ----
MANHOLE 1 21 81'
SEWER SANITARY EASEMENT TO ;' J'!!.~~_' ....
BE ABANDONED BY THIS PLA T ......~
.... 1
S 87"42'40" E : T 1
4.58' I
20' SEWER SANI T ARY ......................................af.......... ..... ...
EASEMENT ~ I
VOL. 93215, PG. 8992 . 1
D.R.D.Co., 1. ~ :
wl g
I: I 0
o 1 co
,!"),
0>1
~,
01
01
V>I
I
I
I
I
N
~
d
~
...-
5. LOT 1 X AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCTION
ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS).
6. HOMEOWNERS ASSOCIATION IS REPONSIBLE FOR MAINTAINING ALL ABOVE-GROUND IMPROVEMENTS
IN LOT 1 X AND LOT 29X.
7. FIVE FOOT (5') MAINTAINCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBLlTY
OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT.
THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTANCE EASEMENT FOR REPAIRS
TO THE SCREENING WALL
......
............
------
20' SEWt ------___
vO R SAMrA ----
L. 95203 Fry EASEM
----- D Fr . pc. 28 ENr
----__~~~.Co., T. 98
---
8. A MINIMUM a' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS
SHALL HAVE A MINIMUM SIDE YARD OF 15' FEET.
9. FRONT YARD SETBACKS SHALL VARY FROM 2S' TO 40'.
10. THIS PROPERTY SHALL BE DEVELOPED IN ACCODANCE WITH THE SF -12 DISTRICT REGULATIONS,
EXCEPT AS HEREIN REVISED.
I-
Z
W
~
W
(/)
<C
w
11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SAITARY SEWER MANHOLES ON LOT 22.
12. SIDEYARD FENNCES FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL.
I
1
I
I
I
1
I
1
I
..11 II ..... 'I II II' II..... ..~Q iQ:. II "' II.. "'" II 1"1 II lI..oJ
01
<(I
~I
LLI
;1
:]1
~\
~i
I
~
.....J
<C
3:
w
o
(f)
No.
T-1
T-2
T-3
T-4
T-5
T-6
T-7
T-8
T-9
T-10
T -11
T-12
T-13
T-14
T-15
T-16
T-17
TANGENT TABLE
Bearina
S 89.20'30(, W
S 03"07'29" E
S 03"07'29" W
S 44.26'21" W
S 00.34'51" E
S 00'35'01" E
N 00'35'12" W
S 05.02'57" E
N 02.10'47" W
N 00.30'49" W
N 00'30'42" W
N 00'30'42" W
S 00'30'49" E
N 00.30'49" W
N 00.30'49" W
N 44.26'21" E
S 00.31 '52" E
22
in
I
II ...........tt ...........................
~
~
o
~
Dist.
10.23'
9.03'
20.97'
37.66'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
3.00'
7.00'
35.28'
43.19'
(f)
N 89.13'25" E 134.38'
1
S 01.15"5" E ............O"~
9.54'
,
I
I
,
,
,
,
I
,
,
,
,
I
v>,
0'
0)'
~,
tv' a>
g\ :-J
., ~
fTI\
I
(0'
(0\
. ,
to,
. ,
SCREENING WALL \
........ \
......'
, ~
, ,........
, , ,
, ,
, , SANITARY SEWER \
, UANHOlE l@l
S " 1
$9.' w I
Jl" I
<11'" ;..... _ I
(' , "-('.11
16, ,(0 It) I (0
& > ,~aj I 0
'v.g, ~o'" I Ll'i
,I ...t-
V> I"
I ,
I
1
~
~
~
23
NOTE:
ACCESS/MAINTENANCE EASEMENT TO
COINCIDE WITH THE WESTERN BOUNDARY
OF THE EXISTING SANITARY SEWER
EASEMENT.
rJ
tv..
o
C))~
z
o
E--4
Z
~
~
I=:c:
I~
I;:J
1
. ................~:.?:........ ..... .... ..."'~ ~
fT\
~
o
o
(}l
0..
NOTE:
The City of Coppell will not have responsibility for maintenance of the
floodwayjfloodplain 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.
ROAD
,
,
,
,
.... "'"
"""<'0- "
(; iiI '
<"/l'r "
('-1& "
~t1{(; ,
I\t l' ,
,
,
,
, I
, I
, I
, I
'I
I'
1 '
I
I
1
1
'Lo1
col
,ril
tOl
,
,
D. R. D. Co.. T. . .................................uI........... .... ..
wi
. I
0>1
:'JI
SS/-1
;:s'
/0
/ (/)
/
/
/
/
r-----------/
_____.J 26.46'
T-5
1/2" I.P.F.
I
I
W I
&
.. N
~O I
~OO I
00..,.,
O.
~ 0 I
0
(f) I
all
29
24
C/J'
f..-t/,.
~/~
0/~
52'
~!
-1/
co:
1 "' I
0,
"'1i
20' SEWER SANI T ARY
EASEMENT
VOL. 93215, PG. 8992
1
10' GENERAL TELE HONE I
EASEMENT '
VOL. 70251, PG. 356
. .......... D.R.D.Co., T.
0/
f'IJ:
5' WAJL MAINTENANCE
E.Af'EMENT
SIGHT ' 1 SCREENING
" EAS~MENT l' W~LL
~~J------ --- ---,
1.__ _
,
5' WALL! MAINTENANCE
, EASEjMENT
: SIGHT
IEASEM~NT
_______L____~~~~
5' WALL MAINTENANCE
EASEMENT
SCREENING
WALL
LOT No. AREA LOT No. AREA
LOT 1X = 3,741 S.F. LOT 16 30,679 S.F.
LOT 1 1 5,231 S.F. LOT 17 44,524 S.F.
LOT 2 1 5,381 S.F. LOT 18 42,030 S.F.
LOT 3 - 14,940 S.F. LOT 19 - 35,574 S.F.
LOT 4 14,619 S.F. LOT 20 30,062 S.F.
LOT 5 15,812 S.F. LOT 21 28,896 S.F.
LOT 6 1 6,335 S.F. LOT 22 19,184 S.F.
LOT 7 20,034 S.F. LOT 23 15,018 S.F.
LOT 8 18,875 S.F. LOT 24 20,927 S.F.
LOT 9 24,755 S.F. LOT 25 19,980 S.F.
LOT 10 24,027 S.F. LOT 26 16,569 S.F.
LOT 1 1 57,902 S.F. LOT 27 20,213 S.F.
LOT 12 33,397 S.F. LOT 28 14,447 S.F.
LOT 13 23,313 S.F. LOT 29 16,137 S.F.
LOT 14 24,397 S.F. LOT 29X = 7,943 S.F.
LOT 15 26,510 S.F.
29X
N 89-25'09" E 210.13'
ENHANCED PAVING
(STAMPED CONCRETE
~
WA lC:R
VALVE
--
PROPOSED CURB
o
PROPOSED BACK OF CURB .......
@
----------4-
WEST BETHEL
SANITARY SEWER
MANHOLE
W.
BETHEL
ROAD
DETAIL
AND
RD.
AT WEST
KNIGHTS
EASEMENT DETAIL ALONG
DENTO TAP
BETHEL
WAY
SCALE: 1" = 30'
SCALE: 1" = 30'
TOTAL AREA
29 LOTS
1 X & 29X LOTS
STREET R.O.W.
18.506 A
16.052 A
0.268 A
2.038 A
SURVEYOR
ENGINEER
OWNI='R
C~UDr'1"\ CIID\/~VI"Ir' '''1'"'
LEGAL DESCRIPTION
BEING 18.506 acres of land located in the EDVvARD A. CROW SURVEY, ABSTRACT 301, and the J.W.
ANDERSON SURVEY1 ABSTRACT '18. Coppell, Dallas County, Texas and being all of a tract of land conveyed to
Mira Mar Development Corporation. by deed recorded in Document Number 200600465947 at Deed Records of
Dallas County. Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows:
BEGINNING at a 1/2 Inch iron rod at the Southeast corner of said Alexander Tract. being located by deed In the
South boundary line of said 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-at-way at thiS
point) with the existing North right-at-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 seconds West and chord length of 36.85 teet:
THE NC E a long sa id curve a distance of 3685 feet to a po int in the said No rth right -of-'way line and the South
bound ary line of said Alexande r Tract;
THENCE along the said North right-of-'way line of Bethel Road and the South boundary line of said 18.506 acre tract.
the following:
South 89 degrees 27 minutes 28 seconds West - 420.29 feet;
South 89 degrees 29 minutes 11 seconds West - 628.32 feet to the centerline of Grapevine Creek:
THENCE along the said centerline of Grapevine Creek as follows;
North 30 degrees 52 minutes 12 seconds West - 228.62 feet to a pOint;
North 48 degrees 20 minutes 52 seconds VVest - 126.81 feet to a pOint;
North 16 degrees 19 minutes 59 seconds West - 7149 feet to a point;
North 01 degree 41 minutes 54 second s East - 67.92 teet to a point;
North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point;
North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point;
South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point;
North 74 degrees 07 minutes 14 seconds East - 48.28 feet to a point;
North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point;
North 47 degrees 02 minutes 02 seconds East - 7865 feet to a point;
North 77 degrees 49 minutes 11 seconds East - 139_29 feet to a point:
North 59 degrees 20 minutes 53 seconds East - 186_60 feet to a point:
North 87 degrees 03 minutes 53 seconds East - 192.64 feet to a point;
South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point:
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:
South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West nght-ot-way line of Denton Tap Road (a
120 foot wide right-of-way at th is pOint);
THENCE along the West right-of-vilay line of said Denton Tap Road as follows'
South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot Vv'est 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,
South 00 degree s 38 minutes 02 seconds East - 108_14 feet along a line 50 feet \lv'est of and pa ra lIel to the
centerline of said Denton Tap Road to a paint:
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 the POINT of BEGINNING. containing 18.506 acres or 806,128 square feet of land.
SJRVEYOR CERTIFICAT=
I. .J a II) e ~ Vii B.;;, r II ~ t t. do R.;; Q I ~ t ~ I .;; d Pro f.;; ';, ~ I 0 rl il I L.il n.j S IJ r Ii .;; 'lor. J Q II ~ r c lJ)' C 0;: I t I f l'
t 0 \'1 I r a f'.1 a r D eve I 0 ) rn en: Cor p 0 rat Ion . C I t t) a n k r~ A ? n d C ~1 I C ago Tit I tin sur .3 n ,; e
Company IhB: I hB\le prepared thiS plsllrom Bn SCLBI on the grounj sur...ey of
the I and. and the m 0 n u men : s s h 0 '.~ n h f reo n 'I':' ere f 0 IJ n c a 1 d ,I J r p I a r; e c u n d e r m "
per ~ Q n ~ I ~ u per v i ~ i Q n i n r:l C C Q r d ;j nee 'j~ i: h the ~ I;J t tin Q r u I e ~ oJ n ': r e 9 u I oJ t i I;) r"J ,;) f the
City 0 ~ Cop:) e I. T e x a 5
/), Q /' --:-
~~~'1 ~/ I ~~
JA\'1E0 W B/loRTLETT
R f': 9 1St f': r F. r1 P r {'J f f': S S Ion ;'l I I ,~ n r1 S IJ r\i Po V n r N.. 1 g ~ 7
ZONING EXHIBIT/ DETAIL SITE PLAN
BLOCK
EDWARD A. CROW
J.W. ANDERSON
A,
CITY
OF
PD-220R-SF -12