HomeMy WebLinkAboutTED4001397.6I
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ROADWAY
SECTION
D
VAR.*,
*NOTE
i
EXISTING RETA! NI NG WALL
VA R . * 0--4
FR2 STA. 6 + 00 TO FR2 STA. 8+ 85
15
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15'
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ROADWAY SECTION E
FR1 STA. 8 + 00 TO F R1 STA. 9 + 65
NOTE'. If NO WALL, TAPER TO MEET EXIST PAVEMENT
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SECTION
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LINE
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a
ROAD APP I
1524+48 LT
15
ROAD APP N
1542+27LT
25
*SEE CHANNELIZATION PLANS
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+
DRIVEWAY
COMMERCIAL
STA.
L 1518+ 20 LT
STA.
L1519 + 8 5 LT
STA,
L1533+90 LT
STA.
L 15 37+ 21 LT
SECTION
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.
20'
L E G E N D
10 ASPHALT CONCRETE PAVEMENT CLASS B
20 ASPHALT CONCRETE PAVEMENT CLASS E
�3 ASPHALT TREATED BASE
® CRUSHED SURFACING TOP COURSE
5Q GRAVEL BASE CLASS B
60 4'' CEMENT CONCRETE SIDEWALK
0 CEMENT CONCRETE CURB & GUTTER
MWAOFILMEW
7