HomeMy WebLinkAboutTED4001765.32%
2
IJ
d4o— I1 (c 5
DIFTEFICH POST 1000H D17001880
12'
2%_
:
1.5'
—2%
2%
2%
18'
121
SA 39th, Raymond Ave. S.
1.5
2 2'
_ 2
2%
!0
131
1,5'
131
S.W. 34 th
12'
W
W
5' ca
7 J
2 2'
2%
2%
2%
SURFACING LEGEND _
ID Asph. Conc. Pavement Class B, 0.50'
Minimum Compacted Depth.
0 Asph. Conc. Pavement 0.401 (S.W. 39 th 10+68 to end)
Minimum Compacted Depth.
3_1 Crushed Surf. Base Course, 0.50'
Minimum Compacted Depth. CONCRETE FILL TO
INVERT ALL STORM
® Crushed Surf. Base Course, 0.40' MANHOLES
Minimum Compacted Depth. (S.W. 39th 10-r68 to end)
2
�i
2 0/O
NO.
72" or 9611
TYPE 60A TRAP OR
PVC BEND, REMOVEABLE
'v
FLOW DEFLECTOR A' - "
CLASS 5(3/4) h — -
CONCRETE
v
.�' V,
.t . V•
CATCH BASIN
OIL SEPARATOR
SECTION A -A.
TYPICAL OF ALL MANHOLES
WITH ANGLES OR LATERALS
NOTE
I, USE 3 ea. 3 BARS AT 4" C.-C.
TIE 3 BARS INTO MANHOLE REINFORCING
WITH 12" SPLICE.
OUTLETS - 8" - 8
12 8
,o
P
Q
AT ANGLE POINT AT LATERAL
STORM MANHOLE FLOW DEFLECTOR
VERTICAL CURVE - 120' TYPICAL
2' MIN.
GUTTER FLOW' CD
LINE o
0I
ON G Ul -r 9�Tr SCOPE 1�
ER GRATE ELEVATION
2.5 % SLOPE FROM GRADE
TO EDGE GUTTER.
- 0.17' EDGE GUTTER TO GRATE.
GUTTER FLOW LINE +0.08
FROM GRATE.
TYPICAL DETAIL AT CATCH BASIN N.T.S.
TOP OF RAIL
TOP OF CURB
GUTTER FLOW LINE
�_ VERTICAL CURVE - 140' TYPICAL
DETAIL -CURB ELEVATION
AT RAIL CROSSING N.T.S.
R ww / 7ev StI3
CITY OF RENTON
DEPARTMENT OIL ENGINEERING
B.N. ORILLIA INDUSTRIAL PARK TYPICAL STREET
DIVISION II SECTIONS
DESIGNED MHT DATE. 8- 1 -80 FILE NO.—..__-
_ �..- DRAWN 2LC J
CHECKED MHT SCALE —ND __..,__..._ IN _ FIELD BOOK _PAGE_..„
REVISION BY I APPR. I DATE APPROVED �" .� � ` SHF_ET G 3 OF 3
DIRECTOR OF ENGINE " 1NG
MAR 2 6 4-303 �► �