Sonic Addition- CS160516 (3)E
X
I
T
DUMPSTERGATE
D
U
M
P
S
T
E
R
C
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
STRIPING
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CONCRETE PAVEMENT
STRIPING
STRIPING
STRIPING
STRIPING
STRIPING
STRIPING
CONCRETE CURB & GUTTER (TYP.)
CONCRETE PAVEMENT
CONCRETE PAVEMENT
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
E
N
T
E
R
E
N
T
E
R
CONCRETE SIDEWALK
ST
R
I
P
I
N
G
ST
R
I
P
I
N
G
ST
R
I
P
I
N
G
STR
I
P
I
N
G
S
T
R
I
P
I
N
G
S
T
R
I
P
I
N
G
FIRE LANE STRIPING
C
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
NATURAL GROUND
N
A
T
U
R
A
L
G
R
O
U
N
D
L
A
N
D
S
C
A
P
E
D
A
R
E
A
LANDSCAPED AREA
N
A
T
U
R
A
L
G
R
O
U
N
D
L
A
N
D
S
C
A
P
E
D
A
R
E
A
BRICK WALL
B
R
I
C
K
W
A
L
L
10' UTILITY EASEMENTVOL. 2000156, PG. 1823D.R.D.C.T.
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENT
VOL. 2000156, PG. 1823
D.R.D.C.T.
C
O
L
U
M
N
(
T
Y
P
.
)
C
O
L
U
M
N
(
T
Y
P
.
)
C
O
L
U
M
N
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
CONCRE
T
E
CONCRETE
L
A
N
D
S
C
A
P
E
D
A
R
E
A
L
A
N
D
S
C
A
P
E
D
A
R
E
A
COLUMN
(TYP.)
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
T
O
W
N
C
E
N
T
E
R
D
R
I
V
E
2
4
'
W
I
D
E
R
I
G
H
T
-
O
F
-
W
A
Y
D
E
D
I
C
A
T
I
O
N
C
I
T
Y
O
F
C
O
P
P
E
L
L
L
O
T
2
,
B
L
O
C
K
A
C
O
P
P
E
L
L
H
I
G
H
S
C
H
O
O
L
A
D
D
I
T
I
O
N
V
O
L
.
9
2
0
5
3
,
P
G
.
2
8
3
4
D
.
R
.
D
.
C
.
T
.
NORTH DENTON TAP ROAD
NO RECORDING INFORMATION FOUND
100' R.O.W.
PER VOL. 2000156, PG. 1823
D.R.D.C.T.
62.8'
42.0'
8
0
.
9
'
LOT 32A, BLOCK AHUNTINGTON RIDGE ADDITION& THE SONIC ADDITIONVOL. 94160 , PG. 4370D.R.D.C.T.LOT 32B, BLOCK AHUNTINGTON RIDGE ADDITION& THE SONIC ADDITIONVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.
R
A
L
P
H
L
.
M
A
S
O
N
,
T
R
U
S
T
E
E
F
O
R
T
H
E
L
E
E
P
R
O
P
E
R
T
I
E
S
,
I
N
C
.
V
O
L
.
9
4
1
0
3
,
P
G
.
1
9
9
4
D
.
R
.
C
.
C
.
T
.
L
O
T
1
,
B
L
O
C
K
A
D
R
Y
C
L
E
A
N
C
I
T
Y
A
D
D
I
T
I
O
N
V
O
L
.
2
0
0
1
1
2
4
,
P
G
.
4
9
5
D
.
R
.
D
.
C
.
T
.
13' STREET, SIDEWALK
& UTILITY EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
2
4
'
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
1
1
2
4
,
P
G
.
4
9
5
D
.
R
.
D
.
C
.
T
.
20' UTILITY EASEMENT
VOL. 94100, PG. 5813
D.R.D.C.T.
1
0
'
x
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
2
0
9
,
P
G
.
5
1
9
7
D
.
R
.
D
.
C
.
T
.
24' FIRE LANE EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.
24' FIRE LANE &
INGRESS-EGRESS EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
10' SIDEWALK & UTILITY EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
T P & L EASEMENT
VOL. 2109, PG. 467
D.R.D.C.T.
SHOWN PER
VOL. 2000156, PG. 1823
D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
D
E
E
D
L
I
N
E
L
E
E
P
R
O
P
E
R
T
I
E
S
,
I
N
C
.
,
E
M
P
L
O
Y
E
E
S
H
A
R
I
N
G
P
L
A
N
V
O
L
.
9
9
1
7
8
,
P
G
.
1
3
7
0
D
.
R
.
C
.
C
.
T
.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
R
I
M
=
4
7
4
.
3
'
D
E
P
T
H
=
-
9
.
6
'
F
L
=
4
6
4
.
7
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
1
(
1
(
1
(
6
(
6
:
5
8
.
0
'
7.3'
8
.
7
'
8.6'
8
.
7
'
7.2'
5
8
.
0
'
22.8'
1
:
24' FIRELANE, INGRESS-EGRESS EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
CONCRETE
MEDIAN
NATURAL GROUND MEDIAN
C
O
N
C
R
E
T
E
CONCRETE
MEDIAN
NATURAL GROUND
L
O
T
1
R
,
B
L
O
C
K
A
T
H
E
S
O
N
I
C
A
D
D
I
T
I
O
N
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
0
.
8
5
1
A
C
R
E
S
3
7
,
0
7
1
6
4
8
$
5
(
)
(
(
7
N
H
A
N
N
G
U
Y
E
N
V
O
L
.
2
0
0
1
0
3
5
,
P
G
.
5
2
5
9
D
.
R
.
D
.
C
.
T
.
1
S
T
O
R
Y
B
R
I
C
K
B
U
I
L
D
I
N
G
F
.
F
.
E
L
E
V
.
=
4
7
6
.
9
'
24.0'
24'
2
6
'
31'
26'
2
8
'
4
4
'
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
1.00'
1
:
+1)-B/E40'20'Scale: 1" = 20'0
V
I
C
I
N
I
T
Y
M
A
P
N
O
T
T
O
S
C
A
L
E
A
L
T
A
/
N
S
P
S
L
A
N
D
T
I
T
L
E
S
U
R
V
E
Y
0
.
8
5
1
A
C
R
E
S
B
E
I
N
G
L
O
T
1
R
,
B
L
O
C
K
A
T
H
E
S
O
N
I
C
A
D
D
I
T
I
O
N
V
O
L
U
M
E
2
0
0
0
1
5
6
,
P
A
G
E
1
8
2
3
C
I
T
Y
O
F
C
O
P
P
E
L
L
D
A
L
L
A
S
C
O
U
N
T
Y
,
T
E
X
A
S
2
0
1
N
O
R
T
H
D
E
N
T
O
N
T
A
P
R
O
A
D
T
o
:
S
o
n
i
c
R
e
s
t
a
u
r
a
n
t
s
,
I
n
c
.
a
n
d
i
t
s
a
f
f
i
l
i
a
t
e
s
,
s
u
c
c
e
s
s
o
r
s
a
n
d
a
s
s
i
g
n
s
:
T
h
i
s
i
s
t
o
c
e
r
t
i
f
y
t
h
a
t
t
h
i
s
m
a
p
o
r
p
l
a
t
a
n
d
t
h
e
s
u
r
v
e
y
o
n
w
h
i
c
h
i
t
i
s
b
a
s
e
d
w
e
r
e
m
a
d
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
2
0
1
6
M
i
n
i
m
u
m
S
t
a
n
d
a
r
d
D
e
t
a
i
l
R
e
q
u
i
r
e
m
e
n
t
s
f
o
r
A
L
T
A
/
N
S
P
S
L
a
n
d
T
i
t
l
e
S
u
r
v
e
y
s
,
j
o
i
n
t
l
y
e
s
t
a
b
l
i
s
h
e
d
a
n
d
a
d
o
p
t
e
d
b
y
A
L
T
A
a
n
d
N
S
P
S
,
a
n
d
i
n
c
l
u
d
e
s
I
t
e
m
s
1
,
2
,
3
,
4
,
5
,
7
a
,
8
,
&
1
7
o
f
T
a
b
l
e
A
t
h
e
r
e
o
f
.
T
h
e
f
i
e
l
d
w
o
r
k
w
a
s
c
o
m
p
l
e
t
e
d
o
n
F
e
b
r
u
a
r
y
1
8
,
2
0
1
6
.
J
e
w
e
l
C
h
a
d
d
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
L
a
n
d
S
u
r
v
e
y
o
r
N
o
.
5
7
5
4
j
e
w
e
l
@
j
p
h
l
s
.
c
o
m
FLOOD ZONE CLASSIFICATIONThis property lies within ZONE(S) X of the FloodInsurance Rate Map for Dallas County, Texas andIncorporated Areas, map no. 48113C0155K, dated2014/07/07, via scaled map location and graphic plottingand/or the National Flood Hazard Layer (NFHL) Web MapService (WMS) at http://hazards.fema.gov.LEGEND OF ABBREVIATIONSUnited States Survey FeetTexas Coordinate System of 1983, North Central ZoneNorth American Vertical Datum of 1988Plat Records of Dallas County, TexasOfficial Public Records of Dallas County, TexasDeed Records of Dallas County, TexasVolume/Page/Instrument NumberPoint of Beginning/Point of CommencingEasement/Building Line US.SyFt.TxCS,'83,NCZNAVD'88P.R.D.C.T.O.P.R.D.C.T.D.R.D.C.T.VOL/PG/INST#POB/POCESMT/BL MONUMENTS / DATUMS / BEARING BASIS1/2" rebar stamped "JPH Land Surveying" setMag nail & washer stamped "JPH Land Surveying" setMonuments are found if not marked MNS or CRS.Site benchmark (see vicinity map for general location)Coordinate values, if shown, are US.SyFt./TxCS,'83,NCZElevations, if shown, are NAVD'88Bearings are based on grid north (TxCS,'83,NCZ)CRSMNSTBM UPUP/UG UV OUWVTR LPWMCOUC IVx356.7'MBornamental tree PE MW air conditionerboreholecable tvelectric meterfence or handrailfire dept. connectionfire hydrantguard railgrease trapbollardgrate inletgas metergas lineutility pole anchorirrigation valvelandscape or tree linelight polemailboxmonitoring welloverhead utility linespool equipmentroad signsilt fencespot elevationsanitary sewer manholesanitary sewer pipestorm water manholestorm water pipetelephone manholetank fill lidtelephone risertraffic signal poleutility clean oututility cabinetutility vaultutility markings (line color= color of markings)utility poleutility pole with riserutility signwater shutoffwater valvewater manholewater meterwellwater line CATVEMFDCFHGPGIGMGUYone-foot contour lines(NAVD 1988)treediameter in inches atbreast height NOTE - Some items may not pertain to this survey. The identification is subject to interpretation, verification may be required.LEGEND OF SYMBOLSTFLSTSGASWJPH Job No.2016.014.001 201 N Denton Tap Rd, Coppell, TX - ALTA.dwg2016 JPH Land Surveying, Inc. - All Rights Reserved807 Bluebonnet Drive, Suite C Keller, Texas 76248Telephone (817) 431-4971 www.jphlandsurveying.comTBPLS Firm #10019500 #10194073 #10193867DFW | Austin | Abilene Drafter: RWSDrafter/Revision: JC esmt lctnDrafter/Revision:Drafter/Revision:Drafter/Revision:Drafter/Revision:Drafter/Revision:
S
I
T
E
P
R
O
P
E
R
T
Y
D
E
S
C
R
I
P
T
I
O
N
:
B
e
i
n
g
a
l
l
o
f
L
o
t
1
R
,
B
l
o
c
k
A
o
f
T
h
e
S
o
n
i
c
A
d
d
i
t
i
o
n
,
a
n
a
d
d
i
t
i
o
n
i
n
t
h
e
C
i
t
y
o
f
C
o
p
p
e
l
l
,
D
a
l
l
a
s
C
o
u
n
t
y
,
T
e
x
a
s
,
a
c
c
o
r
d
i
n
g
t
h
e
p
l
a
t
t
h
e
r
e
o
f
r
e
c
o
r
d
e
d
i
n
V
o
l
u
m
e
2
0
0
0
1
5
6
,
P
a
g
e
1
8
2
3
o
f
t
h
e
D
e
e
d
R
e
c
o
r
d
s
o
f
D
a
l
l
a
s
C
o
u
n
t
y
,
T
e
x
a
s
.
S
U
R
V
E
Y
O
R
'
S
N
O
T
E
S
:
1
.
T
h
e
s
i
t
e
b
e
n
c
h
m
a
r
k
(
T
B
M
)
i
s
a
m
a
g
n
a
i
l
w
i
t
h
a
w
a
s
h
e
r
s
t
a
m
p
e
d
"
J
P
H
L
A
N
D
S
U
R
V
E
Y
I
N
G
"
s
e
t
o
n
n
o
r
t
h
e
a
s
t
c
o
r
n
e
r
o
f
i
s
l
a
n
d
i
n
t
h
e
b
a
c
k
o
f
c
u
r
b
a
p
p
r
o
x
i
m
a
t
e
l
y
2
8
2
f
e
e
t
n
o
r
t
h
w
e
s
t
o
f
t
h
e
i
n
t
e
r
s
e
c
t
i
o
n
o
f
N
o
r
t
h
D
e
n
t
o
n
T
a
p
R
o
a
d
a
n
d
T
o
w
n
C
e
n
t
e
r
D
r
i
v
e
.
T
h
e
T
B
M
h
a
s
t
h
e
f
o
l
l
o
w
i
n
g
v
a
l
u
e
s
X
=
2
4
3
0
1
0
7
.
1
2
7
'
|
Y
=
7
0
4
0
2
6
7
.
7
6
8
'
(
T
e
x
a
s
C
o
o
r
d
i
n
a
t
e
S
y
s
t
e
m
o
f
1
9
8
3
,
N
o
r
t
h
C
e
n
t
r
a
l
Z
o
n
e
)
|
Z
=
4
7
6
.
1
9
'
(
N
A
V
D
'
8
8
)
.
S
e
e
v
i
c
i
n
i
t
y
m
a
p
f
o
r
g
e
n
e
r
a
l
l
o
c
a
t
i
o
n
.
2
.
U
t
i
l
i
t
y
m
a
r
k
i
n
g
p
r
o
v
i
d
e
d
b
y
L
o
n
e
S
t
a
r
8
1
1
,
T
i
c
k
e
t
N
u
m
b
e
r
5
6
0
3
1
8
7
3
0
.
T
h
e
w
a
t
e
r
a
n
d
s
e
w
e
r
G
e
o
g
r
a
p
h
i
c
I
n
f
o
r
m
a
t
i
o
n
D
a
t
a
w
a
s
p
r
o
v
i
d
e
d
b
y
S
c
o
t
t
L
a
t
t
a
,
F
M
P
,
E
n
g
i
n
e
e
r
i
n
g
T
e
c
h
n
i
c
i
a
n
,
C
i
t
y
o
f
C
o
p
p
e
l
l
,
(
9
7
2
)
3
0
4
-
3
6
8
3
.
3
.
A
c
c
o
r
d
i
n
g
t
o
,
M
i
c
h
a
e
l
G
a
r
z
a
,
P
.
E
.
,
A
s
s
i
s
t
a
n
t
D
i
r
e
c
t
o
r
o
f
E
n
g
i
n
e
e
r
i
n
g
,
C
i
t
y
o
f
C
o
p
p
e
l
l
,
(
9
7
2
)
3
0
4
-
7
0
1
9
,
t
h
e
C
i
t
y
o
f
C
o
p
p
e
l
l
p
l
a
n
s
t
o
o
b
t
a
i
n
m
o
r
e
r
i
g
h
t
o
f
w
a
y
f
o
r
i
m
p
r
o
v
e
m
e
n
t
s
a
l
o
n
g
N
o
r
t
h
D
e
n
t
o
n
T
a
p
R
o
a
d
a
n
d
T
o
w
n
C
e
n
t
e
r
D
r
i
v
e
.
4
.
U
n
a
b
l
e
t
o
o
b
t
a
i
n
s
t
o
r
m
s
e
w
e
r
G
I
S
d
a
t
a
f
r
o
m
t
h
e
C
i
t
y
o
f
C
o
p
p
e
l
l
.
5
.
T
h
i
s
s
u
r
v
e
y
w
a
s
p
e
r
f
o
r
m
e
d
w
i
t
h
o
u
t
t
h
e
b
e
n
e
f
i
t
o
f
a
c
o
m
m
i
t
m
e
n
t
f
o
r
t
i
t
l
e
i
n
s
u
r
a
n
c
e
.
T
h
e
r
e
f
o
r
e
,
t
h
e
r
e
m
a
y
b
e
e
a
s
e
m
e
n
t
s
o
r
d
o
c
u
m
e
n
t
s
p
e
r
t
a
i
n
i
n
g
t
o
t
h
e
s
u
b
j
e
c
t
t
r
a
c
t
t
h
a
t
a
r
e
n
o
t
s
h
o
w
n
o
r
r
e
f
e
r
e
n
c
e
d
h
e
r
e
o
n
.
6
.
A
c
c
o
r
d
i
n
g
t
o
t
h
e
C
i
t
y
o
f
C
o
p
p
e
l
l
,
T
e
x
a
s
Z
o
n
i
n
g
M
a
p
,
t
h
i
s
p
r
o
p
e
r
t
y
i
s
z
o
n
e
d
C
-
C
o
m
m
e
r
c
i
a
l
.
A
r
e
a
r
e
g
u
l
a
t
i
o
n
s
c
a
n
b
e
f
o
u
n
d
l
i
s
t
e
d
u
n
d
e
r
A
r
t
i
c
l
e
2
3
S
e
c
.
1
2
-
2
3
-
3
.
o
f
t
h
e
"
C
o
p
p
e
l
l
,
T
e
x
a
s
C
o
d
e
o
f
O
r
d
i
n
a
n
c
e
s
"
a
n
d
a
r
e
a
s
f
o
l
l
o
w
s
(
A
c
o
n
f
e
r
e
n
c
e
w
i
t
h
t
h
e
C
i
t
y
m
a
y
b
e
r
e
q
u
i
r
e
d
f
o
r
c
l
a
r
i
f
i
c
a
t
i
o
n
)
:
x
F
r
o
n
t
Y
a
r
d
S
e
t
b
a
c
k
-
3
0
f
e
e
t
,
w
i
t
h
n
o
f
r
o
n
t
y
a
r
d
p
a
r
k
i
n
g
.
I
f
f
r
o
n
t
y
a
r
d
p
a
r
k
i
n
g
i
s
u
t
i
l
i
z
e
d
,
t
h
e
n
t
h
e
6
0
f
e
e
t
f
r
o
n
t
y
a
r
d
s
e
t
b
a
c
k
s
h
a
l
l
b
e
o
b
s
e
r
v
e
d
.
x
S
i
d
e
Y
a
r
d
S
e
t
b
a
c
k
-
(
a
d
j
a
c
e
n
t
t
o
a
s
t
r
e
e
t
o
r
p
r
o
p
e
r
t
y
l
i
n
e
)
:
3
0
f
e
e
t
x
R
e
a
r
Y
a
r
d
S
e
t
b
a
c
k
-
M
i
n
i
m
u
m
r
e
q
u
i
r
e
d
,
2
0
f
e
e
t
UTILITY GIS MAPNOT TO SCALE
W
E
S
T
P
A
R
K
W
A
Y
B
O
U
L
E
V
A
R
D
T
O
W
N
C
E
N
T
E
R
D
R
I
V
E
NORTH DENTON TAP ROAD
8" WATERLINE8" SANITARY SEWER LINE8" WATERLINE 6" WATERLINE
T
B
M
M
a
r
c
h
3
,
2
0
1
6
CONCRETE PAVEMENT
BRICK WALL
E
X
I
T
DUMPSTERGATE DUMPSTERCONCRETE CURB & GUTTER (TYP.)CONCRETE PAVEMENT
CONCRETE CURB & GUTTER (TYP.)
CONCRETE PAVEMENT
CONCRETE PAVEMENT CONCRETE PAVEMENTCONCRETE PAVEMENT
E
N
T
E
R
CONCRETE PAVEMENT
E
N
T
E
R
CONCRETE SIDEWALK
CONCRETE CURB & GUTTERLANDSCAPED AREA
LANDSCAPED AREA
LANDSCAPED AREA10' UTILITY EASEMENTVOL. 2000156, PG. 1823
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENT
VOL. 2000156, PG. 1823
D.R.D.C.T.
COLUMN(TYP.)COLUMN(TYP.)COLUMN(TYP.)CONCRETE CURB
&
G
U
T
T
E
R
(
T
Y
P
.
)
CONCRETE
CONCRETE
L
A
N
D
S
C
A
P
E
D
A
R
E
A
LANDSCAPED AREA
C
O
N
C
R
E
T
E
COLUMN(TYP.)CONCRETE CONCRETECONCRETE LOT 32B, BLOCK AHUNTINGTON RIDGE ADDITION& THE SONIC ADDITIONVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.RALPH L. MASON, TRUSTEE FOR THE LEE PROPERTIES, INC.VOL. 94103, PG. 1994D.R.C.C.T.LOT 1, BLOCK ADRY CLEAN CITY ADDITIONVOL. 2001124 , PG. 495D.R.D.C.T.
13' STREET, SIDEWALK
& UTILITY EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
24' FIRELANE, INGRESS-EGRESS EASEMENTVOL. 2001124, PG. 495D.R.D.C.T.
1
0
'
x
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
2
0
9
,
P
G
.
5
1
9
7
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.24'' FIRE LANE EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.
24'' FIRE LANE &
INGRESS-EGRESS EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
10' SIDEWALK & UTILITY EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
T P & L EASEMENT
VOL. 2109, PG. 467
D.R.D.C.T.
SHOWN PER
VOL. 2000156, PG. 1823
D.R.D.C.T.
VARIABLE WI
D
T
H
RIGHT OF WAY DED
I
C
A
T
I
O
N
VOL. 94144, PG.
2
3
5
3
D.R.D.C.T.LEE PROPERTIES, INC.,EMPLOYEE SHARING PLANVOL. 99178, PG. 1370D.R.C.C.T.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
C
O
N
C
R
E
T
E
24' FIRELANE, INGRESS-EGRESS EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
CONCRETE
NHAN NGUYENVOL. 2001035 , PG. 5259D.R.D.C.T.LOT 1R, BLOCK
A
THE SONIC ADDITI
O
N
VOL. 2000156, PG.
1
8
2
3
D.R.D.C.T.0.851 ACRES37,071648$5()
(
(
7
1 STORY BRICKBUILDINGF.F. ELEV.=476.9'
24.0'
CONCRETE
C
O
N
C
R
E
T
E
RALPH L. MASON, TRUSTEE FOR THE LEE PROPERTIES, INC.VOL. 94103, PG. 1994D.R.C.C.T.
TX CA F-801245901
N
T
S
S
V
S
D
E
M
O
L
I
T
I
O
N
N
O
T
E
S
A
L
L
C
R
A
P
E
M
Y
R
T
L
E
T
R
E
E
S
I
N
F
R
O
N
T
Y
A
R
D
A
R
E
A
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
A
N
D
R
E
M
A
I
N
THESE 2 CRAPE MYRTLE TREESSHALL BE PROTECTEDAND REMAINEX. TREETO BE REMOVEDEX. TREETO BE REMOVED EX. TREETO BE REMOVEDNOTES: TREE PROT
E
C
T
I
O
N
1. REFER TO STAND
A
R
D
S
I
N
G
E
N
E
R
A
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
F
O
R
T
R
E
E
P
R
O
T
E
C
T
I
O
N
.
2. DIAMETER OF PR
O
T
E
C
T
I
O
N
Z
O
N
E
S
H
O
U
L
D
B
E
O
N
E
F
O
O
T
F
O
R
E
A
C
H
I
N
C
H
O
F
T
R
U
N
K
DIAMETER BREAST
H
E
I
G
H
T
O
R
1
/
2
H
E
I
G
H
T
O
F
T
R
E
E
,
W
H
I
C
H
E
V
E
R
I
S
G
R
E
A
T
E
R
.
F
O
R
2
-
I
N
C
H
CALIPER TREES OR
S
M
A
L
L
E
R
,
T
H
E
P
R
O
T
E
C
T
I
O
N
Z
O
N
E
S
H
A
L
L
B
E
6
F
O
O
T
M
I
N
I
M
U
M
DIAMETER.3. TEMPORARY FEN
C
I
N
G
(
6
F
T
H
I
G
H
)
S
H
A
L
L
B
E
P
L
A
C
E
D
A
T
T
H
E
D
R
I
P
L
I
N
E
O
F
T
H
E
T
R
E
E
T
O
BE SAVED. FENCE
S
H
A
L
L
C
O
M
P
L
E
T
E
L
Y
E
N
C
I
R
C
L
E
T
H
E
T
R
E
E
(
S
)
.
T
O
I
N
S
T
A
L
L
F
E
N
C
E
POSTS, AVOID DRIV
I
N
G
P
O
S
T
S
O
R
S
T
A
K
E
S
I
N
T
O
M
A
J
O
R
R
O
O
T
S
.
4. DEAD TREES, SC
R
U
B
,
O
R
U
N
D
E
R
G
R
O
W
T
H
S
H
A
L
L
B
E
C
U
T
F
L
U
S
H
W
I
T
H
A
D
J
A
C
E
N
T
GRADE. THERE WIL
L
B
E
N
O
S
O
I
L
D
I
S
T
U
R
B
A
N
C
E
U
N
D
E
R
T
H
E
D
R
I
P
L
I
N
E
O
F
T
R
E
E
S
T
O
B
E
PRESERVED.5. PLACE 6 INCHES
O
F
B
A
R
K
M
U
L
C
H
A
T
A
R
E
A
S
N
O
T
P
R
O
T
E
C
T
E
D
B
Y
B
A
R
R
I
E
R
.
6. TREATMENT OF
R
O
O
T
S
E
X
P
O
S
E
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
:
F
O
R
R
O
O
T
S
O
V
E
R
1
I
N
C
H
I
N
DIAMETER DAMAGE
D
D
U
R
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
,
M
A
K
E
A
C
L
E
A
N
S
T
R
A
I
G
H
T
C
U
T
T
O
R
E
M
O
V
E
DAMAGED PORTIO
N
O
F
R
O
O
T
.
A
L
L
E
X
P
O
S
E
D
R
O
O
T
S
S
H
O
U
L
D
B
E
T
E
M
P
O
R
A
R
I
L
Y
C
O
V
E
R
E
D
WITH DAMP BURLA
P
A
N
D
C
O
V
E
R
E
D
W
I
T
H
S
O
I
L
O
R
M
U
L
C
H
A
S
S
O
O
N
A
S
P
O
S
S
I
B
L
E
T
O
PREVENT DRYING.7. FOR PRUNING G
U
I
D
E
L
I
N
E
S
,
S
E
E
A
N
S
I
#
3
0
0
.
8. NO EQUIPMENT
O
R
M
A
C
H
I
N
E
R
Y
S
H
A
L
L
B
E
U
S
E
D
W
I
T
H
I
N
T
H
E
P
R
O
T
E
C
T
I
O
N
F
E
N
C
E
.
WORK WITHIN THE
P
R
O
T
E
C
T
I
O
N
Z
O
N
E
S
H
A
L
L
B
E
D
O
N
E
M
A
N
U
A
L
L
Y
.
9. NO STOCKPILING
O
F
M
A
T
E
R
I
A
L
S
,
V
E
H
I
C
U
L
A
R
T
R
A
F
F
I
C
,
O
R
S
T
O
R
A
G
E
I
S
A
L
L
O
W
E
D
WITHIN THE LIMIT O
F
T
H
E
F
E
N
C
I
N
G
.
TREE PROTECTION DETAILNOT TO SCALE BEYOND DRIPLINE 6 FOOT MIN PLAN VIEW OF ROOTS
CONCRETE PAVEMENT
BRICK WALLDUMPSTERCONCRETE CUR
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CONCRETE SIDEWALK
CONCRETE CURB & GUTTERLANDSCAPED AREA 10' UTILITY EASEMENTVOL. 2000156, PG. 1823D.R.D.C.T.
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENT
VOL. 2000156, PG. 1823
D.R.D.C.T.
CONCRETE 5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.
13' STREET, SIDEWALK
& UTILITY EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
24'
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
1
1
2
4
,
P
G
.
4
9
5
D
.
R
.
D
.
C
.
T
.
20' UTILITY EASEMENT
VOL. 94100, PG. 5813
1
0
'
x
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
2
0
9
,
P
G
.
5
1
9
7
D
.
R
.
D
.
C
.
T
.
10' UTI
L
I
T
Y
E
A
S
E
M
E
N
T
VO
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
24'' FIRE LANE EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.
24'' FIRE LANE &
INGRESS-EGRESS EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
10' SIDEWALK & UTILITY EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
T P & L EASEMENT
VOL. 2109, PG. 467
D.R.D.C.T.
SHOWN PER
VOL. 2000156, PG. 1823
D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
C
O
N
C
R
E
T
E
24' FIRELANE, INGRESS-EGRESS EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
CONCRETE
MEDIAN
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
8
1
0
6
TX CA F-801245901
N
T
S
S
V
S
N
O
T
E
:
I
M
P
R
O
V
E
M
E
N
T
S
T
O
T
O
W
N
C
E
N
T
E
R
D
R
I
V
E
A
R
E
N
O
T
P
A
R
T
O
F
T
H
I
S
S
E
T
O
F
P
L
A
N
S
Z
O
N
E
D
:
P
D
-
1
7
8
R
ZONED: PD-129R2-SF-9
Z
O
N
E
D
:
C
S
I
T
E
D
A
T
A
P
A
R
K
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
:
C
R
I
T
E
R
I
A
*
R
E
Q
U
I
R
E
D
P
A
R
K
I
N
G
C
A
L
C
U
L
A
T
I
O
N
T
O
T
A
L
R
E
Q
U
I
R
E
D
=
2
4
P
.
S
.
T
O
T
A
L
P
R
O
V
I
D
E
D
=
2
6
P
.
S
.
L
O
T
I
N
F
O
R
M
A
T
I
O
N
:
Z
O
N
I
N
G
-
P
D
-
2
8
2
-
C
E
X
I
S
T
I
N
G
U
S
E
:
S
O
N
I
C
D
R
I
V
E
I
N
P
R
O
P
O
S
E
D
U
S
E
:
S
O
N
I
C
D
R
I
V
E
I
N
L
O
T
S
I
Z
E
:
0
.
8
1
A
C
R
E
S
(
3
5
,
4
5
8
.
0
4
S
F
)
B
U
I
L
D
I
N
G
S
I
Z
E
:
1
,
6
0
8
S
F
B
U
I
L
D
I
N
G
L
A
N
D
C
O
V
E
R
A
G
E
:
4
.
3
4
%
I
M
P
E
R
V
I
O
U
S
S
U
R
F
A
C
E
A
R
E
A
:
T
O
T
A
L
O
V
E
R
A
L
L
A
R
E
A
:
3
5
,
4
5
8
.
0
4
S
F
E
X
I
S
T
I
N
G
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
2
7
,
7
7
1
.
3
5
S
F
(
7
4
.
9
1
%
)
P
R
O
P
O
S
E
D
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
2
4
,
8
9
3
.
0
9
S
F
(
7
0
.
2
0
%
)
I
M
P
E
R
V
I
O
U
S
A
R
E
A
R
E
D
U
C
T
I
O
N
:
2
,
8
7
8
.
2
6
S
F
(
4
.
7
1
%
)
L
A
N
D
S
C
A
P
E
D
A
R
E
A
:
T
O
T
A
L
O
V
E
R
A
L
L
A
R
E
A
:
3
5
,
4
5
8
.
0
4
S
F
O
V
E
R
A
L
L
P
R
O
P
L
A
N
D
S
C
A
P
E
A
R
E
A
:
1
0
,
5
6
4
.
9
5
S
F
(
2
9
.
8
0
%
)
I
N
T
E
R
I
O
R
L
A
N
D
S
C
A
P
E
A
R
E
A
:
P
A
V
E
D
A
R
E
A
=
2
3
,
2
8
5
.
0
9
S
F
x
(
1
0
%
)
T
O
T
A
L
R
E
Q
U
I
R
E
D
I
N
T
.
L
S
=
2
,
3
2
8
.
5
1
S
F
T
O
T
A
L
P
R
O
V
I
D
E
D
I
N
T
.
L
S
=
2
,
3
2
8
.
5
1
S
F
P
E
R
I
M
E
T
E
R
L
A
N
D
S
C
A
P
E
A
R
E
A
:
3
1
7
.
1
5
L
F
S
T
R
E
E
T
F
R
O
N
T
A
G
E
x
1
5
'
=
4
,
7
5
7
.
2
5
S
F
(
N
O
T
E
T
H
I
S
I
S
M
I
N
U
S
S
T
R
E
E
T
D
R
I
V
E
S
)
3
2
7
.
8
9
L
F
O
F
N
O
T
S
T
R
E
E
T
P
E
R
I
M
E
T
E
R
x
1
0
'
=
3
,
2
7
8
.
9
0
S
F
T
O
T
A
L
R
E
Q
U
I
R
E
D
P
E
R
I
M
E
T
E
R
L
S
=
8
,
0
3
6
.
1
5
T
O
T
A
L
P
R
O
V
I
D
E
D
P
E
R
I
M
E
T
E
R
L
S
=
8
,
0
3
6
.
1
5
N
O
N
-
V
E
H
I
C
U
L
A
R
L
A
N
D
S
C
A
P
E
:
3
5
,
4
5
8
.
0
4
S
F
-
1
,
6
0
8
S
F
=
3
3
,
8
5
0
.
0
4
x
(
1
5
%
)
=
5
,
0
7
7
.
5
1
T
O
T
A
L
R
E
Q
U
I
R
E
D
N
O
N
-
V
E
H
.
L
S
=
5
,
0
7
7
.
5
1
S
F
T
O
T
A
L
P
R
O
V
I
D
E
D
N
O
N
-
V
E
H
.
L
S
=
2
0
0
.
2
9
S
F
CONCRETE PAVEMENT
BRICK WALLDUMPSTERC
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CONCRETE SIDEWALK
CONCRETE CURB
&
G
U
T
T
E
R
CONCRETE 1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
C
O
N
C
R
E
T
E
CONCRETE
MEDIAN
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
-
1
.
5
0
%
-1
.
9
7
%
-
1
.
9
3
%
-1.88%
-1.9
3
%
-1.07%
-
1
.
9
2
%
-1.06%-1.45%-1.20%-1.12%-2.32%
T
C
?
?
?
G
?
?
?
-1.93%-0.
6
0
%
-
0
.
8
0
%
-0.97%-1.01%-1.42%-2.57%
-
0
.
7
5
%
-1.73%
-1.40%
-
3
.
1
4
%
-
1
.
3
2
%
-0.50%
-
0
.
5
0
%
-
0
.
6
3
%
TX CA F-801245901
N
T
S
S
V
S
E
X
I
S
T
I
N
G
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
2
7
,
7
7
1
.
3
5
S
F
P
R
O
P
O
S
E
D
I
M
P
E
R
V
I
O
U
S
A
R
E
A
:
2
4
,
8
9
3
.
0
9
S
F
I
M
P
E
R
V
I
O
U
S
A
R
E
A
R
E
D
U
C
T
I
O
N
:
2
,
8
7
8
.
2
6
S
F
CONCRETE PAVEMENT
BRICK WALLDUMPSTERC
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
E
N
T
E
R
CONCRETE SIDEWALK
CONCRETE CURB
&
G
U
T
T
E
R
CONCRETE 1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
C
O
N
C
R
E
T
E
24.0'
CONCRETE
C
O
N
C
R
E
T
E
-
1
.
5
0
%
-1
.
9
7
%
-
1
.
9
3
%
-1.88%
-1.9
3
%
-1.07%
-
1
.
9
2
%
-1.06%-1.45%-1.20%-1.12%-2.32%-1.93%-0.
6
0
%
-
0
.
8
0
%
-0.97%-1.01%-1.42%-2.57%
-
0
.
7
5
%
-1.73%
-1.40%
-
3
.
1
4
%
-
1
.
3
2
%
-0.50%
-
0
.
5
0
%
-
0
.
6
3
%
TX CA F-801245901
N
T
S
S
V
S
C
W
CW
(
N
O
T
T
O
S
C
A
L
E
)
N
O
T
E
S
:
1
.
T
H
E
M
A
X
I
M
U
M
H
E
I
G
H
T
O
F
T
H
E
C
H
E
C
K
D
A
M
A
T
T
H
E
C
E
N
T
E
R
S
H
A
L
L
N
O
T
E
X
C
E
E
D
O
N
E
H
A
L
F
T
H
E
D
E
P
T
H
O
F
T
H
E
C
H
A
N
N
E
L
.
2
.
M
A
X
I
M
U
M
S
P
A
C
I
N
G
S
H
A
L
L
B
E
S
O
T
H
E
T
O
E
O
F
T
H
E
U
P
S
T
R
E
A
M
D
A
M
I
S
T
H
E
S
A
M
E
E
L
E
V
A
T
I
O
N
A
S
T
H
E
T
O
P
O
F
T
H
E
D
O
W
N
S
T
R
E
A
M
D
A
M
.
3
.
R
E
M
O
V
E
S
E
D
I
M
E
N
T
W
H
E
N
2
5
%
T
H
E
H
E
I
G
H
T
O
F
T
H
E
W
E
I
R
.
4
.
R
E
M
O
V
E
C
H
E
C
K
D
A
M
S
W
H
E
N
S
I
T
E
S
T
A
B
I
L
I
Z
A
T
I
O
N
I
S
A
C
H
I
E
V
E
D
.
P
R
O
V
I
D
E
A
P
P
R
O
P
R
I
A
T
E
T
R
A
N
S
I
T
I
O
N
B
E
T
W
E
E
N
S
T
A
B
I
L
I
Z
E
D
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
A
N
D
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
E
X
I
S
T
I
N
G
M
I
D
D
L
E
A
N
D
V
E
R
T
I
C
A
L
W
I
R
E
S
S
H
A
L
L
B
E
1
2
1
/
2
G
A
U
G
E
M
I
N
.
(
N
O
T
T
O
S
C
A
L
E
)
(
N
O
T
T
O
S
C
A
L
E
)
(
N
O
T
T
O
S
C
A
L
E
)
N
O
T
E
S
:
1
.
L
A
Y
O
N
E
B
L
O
C
K
O
N
E
A
C
H
S
I
D
E
O
F
T
H
E
S
T
R
U
C
T
U
R
E
O
N
I
T
S
S
I
D
E
O
N
T
H
E
B
O
T
T
O
M
R
O
W
T
O
A
L
L
O
W
P
O
O
L
D
R
A
I
N
A
G
E
.
T
H
E
F
O
U
N
D
A
T
I
O
N
S
H
O
U
L
D
B
E
E
X
C
A
V
A
T
E
D
A
T
L
E
A
S
T
2
I
N
C
H
B
E
L
O
W
T
H
E
C
R
E
S
T
O
F
T
H
E
S
T
O
R
M
D
R
A
I
N
.
P
L
A
C
E
T
H
E
B
O
T
T
O
M
R
O
W
O
F
T
H
E
B
L
O
C
K
A
G
A
I
N
S
T
T
H
E
E
D
G
E
O
F
T
H
E
S
T
O
R
M
D
R
A
I
N
F
O
R
L
A
T
E
R
A
L
S
U
P
P
O
R
T
A
N
D
T
O
A
V
O
I
D
W
A
S
H
O
U
T
S
W
H
E
N
O
V
E
R
F
L
O
W
O
C
C
U
R
S
.
I
F
N
E
E
D
E
D
,
G
I
V
E
L
A
T
E
R
A
L
S
U
P
P
O
R
T
T
O
S
U
B
S
E
Q
U
E
N
T
R
O
W
S
B
Y
P
L
A
C
I
N
G
2
x
4
W
O
O
D
S
T
U
D
S
T
H
R
O
U
G
H
B
L
O
C
K
O
P
E
N
I
N
G
S
.
2
.
C
A
R
E
F
U
L
L
Y
F
I
T
H
A
R
D
W
A
R
E
C
L
O
T
H
O
R
C
O
M
P
A
R
A
B
L
E
W
I
R
E
M
E
S
H
W
I
T
H
1
/
2
-
I
N
C
H
O
P
E
N
I
N
G
O
V
E
R
A
L
L
B
L
O
C
K
O
P
E
N
I
N
G
T
O
H
O
L
D
G
R
A
V
E
L
I
N
P
L
A
C
E
.
3
.
U
S
E
C
L
E
A
N
G
R
A
V
E
L
,
3
/
4
-
T
O
1
/
2
-
I
N
C
H
I
N
D
I
A
M
E
T
E
R
,
P
L
A
C
E
D
2
I
N
C
H
E
S
B
E
L
O
W
T
H
E
T
O
P
O
F
T
H
E
B
L
O
C
K
O
N
A
2
:
1
S
L
O
P
E
O
R
F
L
A
T
T
E
R
A
N
D
S
M
O
O
T
H
I
T
T
O
A
N
E
V
E
N
G
R
A
D
E
.
D
O
T
#
5
7
W
A
S
H
E
D
S
T
O
N
E
I
S
R
E
C
O
M
M
E
N
D
E
D
T
E
M
P
O
R
A
R
Y
S
E
D
I
M
E
N
T
P
O
O
L
N
O
T
E
S
:
S
E
E
A
P
P
R
O
P
R
I
A
T
E
P
L
A
N
O
R
S
C
H
E
D
U
L
E
F
O
R
D
I
M
E
N
S
I
O
N
S
1
.
L
a
I
S
T
H
E
L
E
N
G
T
H
O
F
T
H
E
R
I
P
R
A
P
A
P
R
O
N
.
2
.
d
=
1
.
5
T
I
M
E
S
T
H
E
M
A
X
I
M
U
M
S
T
O
N
E
D
I
A
M
E
T
E
R
B
U
T
N
O
T
L
E
S
S
T
H
A
N
6
"
.
3
.
A
F
I
L
T
E
R
B
L
A
N
K
E
T
O
R
F
I
L
T
E
R
F
A
B
R
I
C
S
H
O
U
L
D
B
E
I
N
S
T
A
L
L
E
D
B
E
T
W
E
E
N
T
H
E
R
I
P
-
R
A
P
A
N
D
S
O
I
L
F
O
U
N
D
A
T
I
O
N
.
R
I
P
-
R
A
P
T
Y
P
I
C
A
L
C
O
N
C
.
F
L
A
R
E
D
E
N
D
S
E
C
T
I
O
N
I
S
O
M
E
T
R
I
C
V
I
E
W
d
o
=
P
I
P
E
D
I
A
.
L
a
=
A
P
R
O
N
L
E
N
G
T
H
W
=
A
P
R
O
N
W
I
D
T
H
[
3
,
3
(
0
,
1
d
=
A
P
R
O
N
D
E
P
T
H
P
L
A
N
L
a
F
I
L
T
E
R
B
L
A
N
K
E
T
S
E
C
T
I
O
N
A
-
A
(
N
O
T
T
O
S
C
A
L
E
)
TX CA F-801245901
CONCRETE PAVEMENT
BRICK WALLDUMPSTERC
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CONCRETE SIDEWALK
CONCRETE CURB
&
G
U
T
T
E
R
CONCRETE 1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
C
O
N
C
R
E
T
E
CONCRETE
MEDIAN
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
TX CA F-801245901
N
T
S
S
V
S
P
A
V
I
N
G
L
E
G
E
N
D
W
E
L
L
G
R
A
D
E
D
,
C
O
M
P
A
C
T
E
D
G
R
A
N
U
L
A
R
B
A
S
E
W
W
F
6
x
6
-
W
1
.
4
x
W
1
.
4
M
E
S
H
P
U
L
L
E
D
U
P
I
N
T
O
U
P
P
E
R
H
A
L
F
O
F
C
O
N
C
R
E
T
E
S
L
A
B
CONCRETE PAVEMENT
BRICK WALLDUMPSTERC
O
N
C
R
E
T
E
C
U
R
B
&
G
U
T
T
E
R
(
T
Y
P
.
)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
E
N
T
E
R
CONCRETE SIDEWALK
CONCRETE CURB
&
G
U
T
T
E
R
LANDSCAPED AREA 10' UTILITY EASEMENTVOL. 2000156, PG. 1823D.R.D.C.T.
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENT
VOL. 2000156, PG. 1823
D.R.D.C.T.
CONCRETE 5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.
13' STREET, SIDEWALK
& UTILITY EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
2
4
'
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
1
1
2
4
,
P
G
.
4
9
5
D
.
R
.
D
.
C
.
T
.
20' UTILITY EASEMENT
VOL. 94100, PG. 5813
1
0
'
x
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
2
0
9
,
P
G
.
5
1
9
7
D
.
R
.
D
.
C
.
T
.
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
24'' FIRE LANE EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.
24'' FIRE LANE &
INGRESS-EGRESS EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
10' SIDEWALK & UTILITY EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
T P & L EASEMENT
VOL. 2109, PG. 467
D.R.D.C.T.
SHOWN PER
VOL. 2000156, PG. 1823
D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
R
I
M
=
4
7
4
.
8
'
D
E
P
T
H
=
-
8
.
7
'
F
L
=
4
6
6
.
1
'
8
"
P
V
C
=
S
8
"
P
V
C
=
N
8
"
P
V
C
=
E
C
O
N
C
R
E
T
E
24' FIRELANE, INGRESS-EGRESS EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
CONCRETE
MEDIAN
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
TX CA F-801245901
N
T
S
S
V
S
DRIVE-THRU PREVIEW BOARD PROFILEHANDICAP SIGNBOLLARD"PICK
U
P
O
R
D
E
R
"
S
I
G
N
D
R
I
V
E
-
T
H
R
U
M
E
N
U
B
O
A
R
D
P
R
O
F
I
L
E
R
A
I
L
I
N
G
"
C
A
R
H
O
P
"
S
I
G
N
A
G
E
TX CA F-801245901
T
H
E
Y
E
L
L
O
W
S
H
O
W
N
W
I
L
L
B
E
T
H
E
S
A
M
E
C
O
L
O
R
A
S
E
I
T
H
E
R
T
H
E
A
P
P
R
O
V
E
D
F
L
A
S
H
I
N
G
C
O
L
O
R
O
R
C
A
N
O
P
Y
C
O
L
O
R
ROUGH GRADE CURB RAMPS LIGHT BASE DETAIL
T
R
A
F
F
I
C
F
L
O
W
A
R
R
O
W
W
A
L
K
E
X
P
.
J
O
I
N
T
S
A
W
C
T
R
L
.
J
O
I
N
T
P
A
V
I
N
G
E
X
P
.
J
O
I
N
T
M
O
N
O
L
I
T
H
I
C
C
U
R
B
C
U
R
B
A
T
S
T
A
L
L
S
/
P
A
V
I
N
G
P
A
V
I
N
G
A
T
C
A
N
O
P
Y
C
O
L
U
M
N
C
U
R
B
W
/
A
S
P
H
A
L
T
I
F
R
E
Q
U
I
R
E
D
P
A
T
I
O
F
I
N
I
S
H
P
L
A
N
R
A
I
L
I
N
G
W
/
S
I
G
N
A
G
E
V
E
H
I
C
L
E
H
E
I
G
H
T
C
L
E
A
R
A
N
C
E
D
E
T
E
C
T
O
R
TX CA F-801245901
CONCRETE PAVEMENT
BRICK WALLDUMPSTERCONCRETE CURB & GUTTER (TYP.)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CON
C
R
E
T
E
P
A
V
E
M
E
N
T
E
N
T
E
R
CONCRETE SIDEWALK
CONCRETE CURB & GUTTERLANDSCAPED AREA 10' UTILITY EASEMENTVOL. 2000156, PG. 1823D.R.D.C.T.
F
I
R
E
L
A
N
E
,
I
N
G
R
E
S
S
-
E
G
R
E
S
S
&
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
2
0
0
0
1
5
6
,
P
G
.
1
8
2
3
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENT
VOL. 2000156, PG. 1823
D.R.D.C.T.
CONCRETE 5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.5' WALL EASEMENTVOL. 94160 , PG. 4370D.R.D.C.T.
13' STREET, SIDEWALK
& UTILITY EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
24' FIRELANE, INGRE
S
S
-
E
G
R
E
S
S
E
A
S
E
M
E
N
T
VOL. 2001
1
2
4
,
P
G
.
4
9
5
D.R.
D
.
C
.
T
.
20' UTILITY EASEMENT
VOL. 94100, PG. 5813
1
0
'
x
1
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
V
O
L
.
9
4
2
0
9
,
P
G
.
5
1
9
7
D
.
R
.
D
.
C
.
T
.
10' UTILITY EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.24'' FIRE LANE EASEMENTVOL. 94144, PG. 2353D.R.D.C.T.
24'' FIRE LANE &
INGRESS-EGRESS EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
10' SIDEWALK & UTILITY EASEMENT
VOL. 94144, PG. 2353
D.R.D.C.T.
T P & L EASEMENT
VOL. 2109, PG. 467
D.R.D.C.T.
SHOWN PER
VOL. 2000156, PG. 1823
D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
C
O
N
C
R
E
T
E
24' FIRELANE, INGRESS-EGRESS EASEMENT
VOL. 2001124, PG. 495
D.R.D.C.T.
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
TX CA F-801245901
N
T
S
S
V
S
KEYQTY.Botanical Name COMMON NAME/SYMBOLROOTSIZECOMMENTS:PLANT LIST
1/3 TREE
HEIGHT
FINISH GRADETREE PLANTI
N
G
NOT TO S
C
A
L
E
2
X
W
I
D
T
H
O
F
R
O
O
T
B
A
L
L
2"x2" WOOD STAKE ATOR BELOW GRADE ROOT CROWN ATFINISH GRADE,OR 1-2" ABOVE GRADE WIDE NYLON WEBBING
3
"
S
E
T
T
L
E
D
L
A
Y
E
R
O
F
M
U
L
C
H
T
I
L
L
E
D
O
R
B
R
O
K
E
N
U
P
S
O
I
L
M
I
N
1
2
"
D
E
E
P
2
X
W
I
D
T
H
O
F
R
O
O
T
B
A
L
L
TYP. SHRUB P
L
A
N
T
I
N
G
:
N
O
T
T
O
S
C
A
L
E
ROOT CROWN TO BEAT FINISH GRADE OR1-2" ABOVE GRADEFINISH GRADE
T
I
L
L
E
D
O
R
B
R
O
K
E
N
U
P
S
O
I
L
M
I
N
1
2
"
D
E
E
P
3
"
S
E
T
T
L
E
D
L
A
Y
E
R
O
F
M
U
L
C
H
5
3
B
H
13 BH 3 BB3 LP3 NR3 NR 3 LP3 BBWC (TYP)1 VT
4
L
P
2
B
B
2
C
P
3 LP 2 BB1 CP 3 LP 3 BB 3 MG 13 BH3 LP 2 CM 8 NR MF (TYP)
1
V
T
W
C
(
T
Y
P
)
3
B
B
7
L
P
3
B
B
M
F
(
T
Y
P
)
7
N
R
W
C
(
T
Y
P
)
L
A
N
D
S
C
A
P
E
D
R
E
Q
U
I
R
E
M
E
N
T
S
:
P
E
R
I
M
E
T
E
R
L
A
N
D
S
C
A
P
E
-
T
O
W
N
C
E
N
T
E
R
D
R
I
V
E
:
x
1
T
R
E
E
P
E
R
5
0
L
F
-
2
6
9
.
5
9
L
F
=
5
.
3
9
(
6
T
R
E
E
S
)
x
6
T
R
E
E
S
R
E
Q
U
I
R
E
D
-
6
P
R
O
V
I
D
E
D
x
L
I
V
I
N
G
B
A
R
R
I
E
R
-
S
H
R
U
B
S
T
O
B
E
3
0
"
I
N
H
T
A
T
T
I
M
E
O
F
P
L
A
N
T
I
N
G
.
x
1
0
S
T
R
I
P
A
L
O
N
G
R
.
O
.
W
.
P
R
O
V
I
D
E
D
1
V
T
1
V
T
L
A
N
D
S
C
A
P
E
D
A
R
E
A
:
T
O
T
A
L
O
V
E
R
A
L
L
A
R
E
A
:
3
5
,
4
5
8
.
0
4
S
F
O
V
E
R
A
L
L
P
R
O
P
L
A
N
D
S
C
A
P
E
A
R
E
A
:
1
0
,
5
6
4
.
9
5
S
F
(
2
9
.
8
0
%
)
I
N
T
E
R
I
O
R
L
A
N
D
S
C
A
P
E
A
R
E
A
:
P
A
V
E
D
A
R
E
A
=
2
3
,
2
8
5
.
0
9
S
F
x
(
1
0
%
)
T
O
T
A
L
R
E
Q
U
I
R
E
D
I
N
T
.
L
S
=
2
,
3
2
8
.
5
1
S
F
T
O
T
A
L
P
R
O
V
I
D
E
D
I
N
T
.
L
S
=
2
,
3
2
8
.
5
1
S
F
P
E
R
I
M
E
T
E
R
L
A
N
D
S
C
A
P
E
A
R
E
A
:
3
1
7
.
1
5
L
F
S
T
R
E
E
T
F
R
O
N
T
A
G
E
x
1
5
'
=
4
,
7
5
7
.
2
5
S
F
(
N
O
T
E
T
H
I
S
I
S
M
I
N
U
S
S
T
R
E
E
T
D
R
I
V
E
S
)
3
2
7
.
8
9
L
F
O
F
N
O
T
S
T
R
E
E
T
P
E
R
I
M
E
T
E
R
x
1
0
'
=
3
,
2
7
8
.
9
0
S
F
T
O
T
A
L
R
E
Q
U
I
R
E
D
P
E
R
I
M
E
T
E
R
L
S
=
8
,
0
3
6
.
1
5
T
O
T
A
L
P
R
O
V
I
D
E
D
P
E
R
I
M
E
T
E
R
L
S
=
8
,
0
3
6
.
1
5
N
O
N
-
V
E
H
I
C
U
L
A
R
L
A
N
D
S
C
A
P
E
:
3
5
,
4
5
8
.
0
4
S
F
-
1
,
6
0
8
S
F
=
3
3
,
8
5
0
.
0
4
x
(
1
5
%
)
=
5
,
0
7
7
.
5
1
T
O
T
A
L
R
E
Q
U
I
R
E
D
N
O
N
-
V
E
H
.
L
S
=
5
,
0
7
7
.
5
1
S
F
T
O
T
A
L
P
R
O
V
I
D
E
D
N
O
N
-
V
E
H
.
L
S
=
2
0
0
.
2
9
S
F
CONCRETE PAVEMENT
BRICK WALLDUMPSTERCONCRETE CURB & GUTTER (TYP.)
C
O
N
C
R
E
T
E
P
A
V
E
M
E
N
T
CON
C
R
E
T
E
P
A
V
E
M
E
N
T
E
N
T
E
R
CONCRETE SIDEWALK
CONCRETE CURB & GUTTERLANDSCAPED AREACONCRETE1' RIGHT OF WAY DEDICATIONVOL. 94144, PG. 2353D.R.D.C.T.
V
A
R
I
A
B
L
E
W
I
D
T
H
R
I
G
H
T
O
F
W
A
Y
D
E
D
I
C
A
T
I
O
N
V
O
L
.
9
4
1
4
4
,
P
G
.
2
3
5
3
D
.
R
.
D
.
C
.
T
.
C
O
N
C
R
E
T
E
CONCRETE
MEDIAN
CONCRETE
MEDIAN
24.0'
CONCRETE
C
O
N
C
R
E
T
E
TX CA F-801245901
N
T
S
S
V
S
S
P
R
I
N
K
L
E
R
N
O
Z
Z
L
E
L
I
S
T
KEY
Q
T
Y
.
G
P
M
B
O
D
Y
A
N
D
N
O
Z
Z
L
E
5H
4
5
.
1
8
1
8
0
4
-
M
P
R
-
5
H
10Q
2
.
3
6
1
8
0
4
-
M
P
R
-
1
0
Q
10H
1
4
.
7
2
1
8
0
4
-
M
P
R
-
1
0
H
15H
4
1
.
6
5
1
8
0
4
-
M
P
R
-
1
5
H
15Q
1
.
8
2
1
8
0
4
-
M
P
R
-
1
5
Q
XFD DRIP
3
,
0
0
0
S
F
.
9
X
F
D
-
0
9
-
1
8
S
L
E
E
V
E
(
T
Y
P
)
SLEEVE (TYP)SLEEVE (TYP)
D
R
I
P
I
R
R
I
G
A
T
I
O
N
(
T
Y
P
)
DRIPIRRIGATION(TYP)DRIPIRRIGATION(TYP)
D
R
I
P
I
R
R
I
G
A
T
I
O
N
(
T
Y
P
)
A.IRRIGATION CONTRACTOR TO COORDINATE LOCATION AND PLACEMENT OF ALLIRRIGATION ITEMS WITH THE GENERAL CONTRACTOR. CONTRACTOR IS TO USEEXTREME CAUTION IN TRENCHING TO AVOID EXISTING AND PROPOSED UTILITIESB.LOCATION OF MAINLINE AND VALVES ON THIS PLAN ARE SHOWN IN THE PARKING LOTFOR CLARITY ONLY. CONTRACTOR IS TO PLACE ALL PIPES AND VALVES BEHIND THECURB IN LANDSCAPE AREA WHEREVER POSSIBLEC.ALL PIPES THAT CROSS UNDER PAVING ARE TO BE PLACED IN SLEEVES AS SPECIFIED.D.THIS IRRIGATION LAYOUT IS FOR BIDDING PURPOSES ONLYE.PRODUCT WHICH MEETS OR EXCEEDS RAINBIRD SPECIFICATIONS MAY BE ACCEPTEDF.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR SHOP DRAWINGS, FINALLAYOUT AND COVERAGE TO ENSURE FUNCTIONAL SYSTEMG.ALL IRRIGATION SYSTEM MATERIALS SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS AND WARRANTED FOR ONE YEAR IRRIGATION NOTES