HomeMy WebLinkAboutTED4001948.2 (2)ROADWAY SECTION C - STA 47 +00 to 51 + 20
NOTE:
I. PRECAST CONCRETE BARRIER TYPE 2
halt Concrete Driveway C L. B
0.15'
Cement Conc
ASPHALT CONCRETE DRIVEWAY
DETAIL B
ME
Varies
See Table A
0
M
I' to 5'
121
20
Existing Concrete Pavement
CRACK a SEAT
3
2
4 —
1
12'
A
ROADWAY SECTION B- STA
37+10
to
47+00
STA
51
+
20
to
69
t
80
a3
o
�CO
„
O
U
RNE
Varies 18' - 11'
71 I
Exist. Concrete Pavement
Exist. Asphalt Medi!l
an
Fill With Crushed Surface Base Course
Class I Type A Curb
ALT. PAVING OUTSIDE EXIST. PAVEMENT
I -I 0.25 ASPHALT CONCRETE CL.B.
I3 0.25 ASPHALT CONCRETE CL.B.
4 0.20 ASPHALT TREATED BASE
o!` ! 9"
0
.mac
�1 v
ROADWAY SECTION A -
STA 32+ 00 to 37+ 10
Varies 0.5'-1'
ROCK WALL IN CUT SECTION
DETAIL A
5.5' _ i _21
0.5'
I'
7
LEGEND: ROADWAY SECTION
lO 0.15' ASPHALT CONCRETE PAVEMENT CL. "B" WEARING COURSE
�2 CONSTRUCTION SIC FOR STABILIZATION
O3 0.15' ASPHALT CONCRETE PAVEMENT CL."B" LEVELING COURSE
4O 0.75' CRUSHED SURFACING BASE COURSE
O5 0.251 ASPHALT CONCRETE SIDEWALK, C L. " B"
6O CEMENT CONCRETE CURB 81 GUTTER TYPE "A"
OCEMENT CONCRETE SIDEWALK TYPE "B"
NOTE: REMOVE EXISTING ASPHALT OVERLAY
FROM CONCRETE PAVEMENT PRIOR TO
CRACKING 81 SEATING.
20'
�C*p
Existing Concrete Pavement
3 CRACK & SEAT
2
4
I
Existing Asphalt Pavement
ROADWAY SECTION D - STA 69 + 80 to 79 + 50
Gravel Backf ill for Rock Walls
811 Min. Thickness
TABLE A
STAT I ON WIDTH RFC0MWAC:%JnC: '
37 + 65 to 61 + 64
61 + 64 to 62 + 65
63 + 17 to 69 + 80
611 Dia Underdrain Correct to Storm Drain or Curb as
Shown on Plan
Filter Fabric at- Outer Limits of Backfill for Drains
NO.
REVISION
' FOR Al
II
12' - 15' BY i
12' BY
RIMP 10
ECTIONS
ER H. T,y
Q OFWASh�O CITY OF RENTON
� v DEPARTMENT OF PUBLIC WORKS
��•t' AFC/STERF"� ���
FSS��NAL
DESIGNE'
DRAWN_
CHECKEC
BY APPR.I DATE APPROVE
SUNSET BLVD. NE
I ARE DATE 7/8/86 FILE NO.___
JMS III
—
MHT SCALE I - 20 FIELD BOOK PAGE-
) 9 SHEET-2 OF_
DIRECTOR OF PUBLIC WOR
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