HomeMy WebLinkAboutTED4001396.6'o
Flo
fit
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7.
Variable —Va rjabl 2•
-1--,:',,—.:---,----",---f `�- � us---PeTnt Radius Po ant 10 — — — — —
Crushed Surfacing Top Course
Asphalt Concrel e r 4'
Road Approach
�-7 7, A!
6'x 6" Cement oncrete Sidewalk' Ux 4"' Cement Concrete Sid(2walk
Rd. App. C(South), Rd App, Do
Rd App E Rd App. F,
4�d--APP-G- I
r 4 4dewaik
R/W LINE
6,,
4-f
C"4.
Fo
G .0
'00 /r- T
A
60
R/W LINE
CRUSHED SURFACIt--tG E COURSE
0. 1 --' )COMP [DEPTH
(-EMENTCONC ro"THICK
A —A SECTION
DRIVEWAY DETAIL
---- ---------- ----- -
5'
Cement Concrete/1--urb and Gutter
Asphalt ConcreteRoad ) Approach
Edge of / Pavement
Crushed Surfacing Top Cour5e
TYPICAL -DETAIL FOR EXPANSION JOINTS
ItIEGION No.
$TAT%
FEW AID F-*0J6CT
•
WASH.
Varia
Variable
Radius Point
Crushed Surfacing Top C ourse
6'x4" Cement Concrete Sidewalk
Rd App. C (North),
GENERAL NOTES
FOR VARIABLE DIMENSIONS SEE CHANNELIZATION SHEETS.
0"
laic,eciv
PACROFILIVIED 7
13