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PROFILE GRADE &
PIVOT POINT
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ROADWAY
STA . 14 71 + 00
VAR. LT. OR RT.
VARIABLE 012'
PLASTIC TRAFFIC
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SECTION A
TO STA. 1484 +32
in I
PROFILE GRADE
PIVOT .O
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116 WIN
0-30'G) 6'
0.350
0
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0.35' 20
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0.10' ® -
ROADWAY SECTION 3
STA. 1484+32 TO STA. 1505 + 62..40 STA. 1484+32 TO STA. 1543+75,00 ON RT.
STA. 151 1 + 00.40 TO STA. 1543+75.00 0 N LT.
SEE CHANNELIZATION PLAN FOR WI DTH FROr✓I STA.1543+75.00 TO STA. 1550 +11.19
OF CHANNEL CHANGE
& PROFILE GRADE
7
10: 1
6' -11.!�:
2'
24'
I F'ROFILE GRADE
1 & PIVOT POINT
0.15' 0.02'/ft.
e A
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= = f I I e I I I I1 I
�0.02'/ft. 3 0.30
---0 0.35'
' COUNTERFORT 1 0.35'
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A I III
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o BACKF•ILL
FOR lu
WALLS
3" DRAIN
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ROADWAY SECTION C
STA. 1505 +62.42 TO STA. 151 1 + 00.3E ON LT.
NO STATE i ? P'F i T NO SHEET NO
f
I 11 W.ASH
I
END SIDEWALK AT STA. 1505 +00 ON RT
(SEE ALT. SHOULDER SECTS. FOR 1505+00
AHEn,D ON RIGHT)
L E G E N D
1Q ASPHALT CONCRETE PAVEMENT —CLASS B
2Q ASPHALT CONCRETE PAVEMENT —CLASS E
3Q ASPHALT TREATED BASE
4Q CRUSHED SURFACING TOP COURSE
Q GRAVEL BASE —CLASS B
6Q 4" CEMENT CONCRETE SIDEWALK
7Q CEMENT CONCRETE CURB & GUTTER
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