HomeMy WebLinkAboutTED4001347.3West FL
23.0
Construction
z 5. 0 ' 18. 0' —
�F 4.5' —J 0.5'
2.0 % Std. Curb & Gutter
— 2.47 %
/ z
Concrete Walk - 4" Thick
3.5'
Std. Curb & Gutter —
• 2" Class B" Asphalt Pavement
6" Crushed Rock
12" Bank Run Gravel
TYPICAL CROSS SECTION LOOKING NORTH
S TA.16+75 to 23+00
Scale: I" = 5'
NOTES
I. Above Cross Section of Roadway Only will be typical for complete project.
2. Concrete Walks will be installed from Sta. 11+00 to 16+57.5 as per PLAN VIEW
Section Line ( East FL )
5.0q-
2.
� � z
` Concrete Walk-4" Thick
Proposed Pole Line
ief7`
NO. REVISION
BY APPR.I DATE
CITY OF RENTON
ENGINEERING DEPARTMENT
PROJECT 191
EDMONDS AVENUE S.E. (116th Avenue S.E.)
SE 157th Street to Puget Drive SE
DESIGNEDS._D-Gt_ - DATE_--Z_'_U_ FILE NO.-
DRAWN T D. C, -
CHECKED_ SCALE As Shown FIELD BOOK_ 1 3p__PAGB .
APPROVED ET_ l _-__OF-_3-
I.,