HomeMy WebLinkAboutTED4001398.7ai
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10 0 - 3 5'
0 - 15' 0.35'
(J) 0.3 0'
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SECTION
D
FR2 STA. 6+00
TO FR2
STA.
8+ 85
fit VAR. 15'
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EXISTING RETAINING WALL If �4.�
0-115'
D5 20 0.35'
ROADWAY SECTION E
FR1 STA. 8+ 00 TO FR1 STA. 9+ 65
-*NOTE. IF NO WALL, TAPER TO MEET EXIST PAVEMENT
0.20'
IN
,
002'1 T I
15'
0.0 27 f t
0.02'1 f t
ROADWAY SECTION
0. 2'1 f t.
a
LINE
SR 169
STA.
a
APP
A
1480
- 51
RT.
241
-ROAD
APP,
B
1487
+ 53
RT.
15'
-ROAD
ROAD
APP,
C
1499
- 37
RT.
15'
APP.
1
1524
+48
LT.
15'
-ROAD
LROAD
APP.
N
1542
+ 27
LT.
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* SEE CHANNELIZATION PLANS
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0.35,
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8
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DRIVEWAY.
COMMERCIAL
STA.
L
14 8 7 +
53
LT.
STA.
L
1499 +
37
LT.
STA.
L
1500+80
RT.
STA.
L
1501 +
80
RT.
STA.
L
1504+00
RT.
STA.
L
1518+
20
LT.
STA.
L
1519+
85
LT.
STA.
L
1533+
90
LT.
STA.
L
1537+
21
LT.
r I #,A -
a WASH
P
Gl
0.20'
0.40'
TYPE A
STA.
L 1534+40
RT.
STA -
L 1537
+ 05
RT.
STA.
FR2
6 +
00 BACK
14' WIDE
STA.
FR2
6 +
30
LT.
14'
STA.
FR2
7 +
35
LT.
14'
STA.
FR2
7 +
80
LT.
14'
STA.
FR2
8 +
40
LT.
14'
STA.
FR1
9 +
50
LT.
2 0'
L E G E N D
1Q ASPHALT CONCRETE PAVEMENT CLASS
Q2 ASPHALT CONCRETE PAVEMENT CLASS
ASPHALT TREATED BASE
CRUSHED SURFACING TOP COURSE
GRAVEL BASE CLASS B
6Q 4 ;; CEMENT CONCRETE SIDEWALK
7Q CEMENT CONCRETE CURB & GUTTER
I