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21'-0"
20
#5x8' DIAL EF, TYP
2 EXTRA FULL HEIGHT WALL
REINF AND DOWELS EF
2 EXTRA #5x10' HORZ EF
EL 12.50 60') CONC SD--, WALL CONTROL JOINT
10
v 0
0 0
EL 4.75
20
EL 1
Of
SECTION A
F S 1
SCALE: 1/4"-1'-0"
m
CAST-IN-PLACE 22" DIA WATER
LINE CASING PIPE. WRAP CASING
PIPE IN 1/4" DUROMETER 40
4'-0" 11 NEOPRENE
-EXTRA REINF AT OPENINGS
2#5x60" HORZ & VERT EF
1#5x48" DIAL EF
SEE NOTE I -
CAST -IN -PLACE 22" DIA WATER
4'-0" LINE CASING PIPE. WRAP CASING
PIPE IN 1/4" DUROMETER 40
NEOPRENE
-:2
THICKENED WALL
SECTION BEHIND
3" PVC DRAIN AT
6'-0" OC MAX, TYP
4 WALLS
0
SOIL HEIGHT BEHIND
WALL, TYP
14'-0
WALL CONTROL JOINT
0
FINAL GRADE STREAM SIDE
OF WALL, TYP
SECTION C
SCALE: 1/4"=1'-0" Si
1/2"XI" DEEP
FORMED NOTCH
3" CLR WHEN EXPOSED
FORMED
3/4"x2' -0)p
SMOOTH GALV
DOWEL AT CENTER,
4 < APPLY BOND
I
BREAKER
SECTION
SCALE: I"--l'—O"
SECTION D
SCALE: 1/4"-1'-0" S1
0 ISSUE FOR BID ,
NO. I REVISION
A�FE
7-
SURVEYED:
DH&A
DESIGNED:
LMG
DRAWN:
LMG
3-2-0-/ CHECKED:
RML
BY DATE APPR APPROVED:
MSG
20
1. LOCATE CENTERLINE OF WATERLINE OPENINGS 23" OFFSET FROM FACE
OF CULVERT.
20
EL 15.27
10
EL 4.75
MAX PAY WIDTH
FOR STRUCTURAL EXCAVATIO
2" CLR
#7@12 VERT
#5@12 HORZ
GRAVEL BACKFILL FOR WALLS
10 GEOTEXTILE DRAINAGE
I MAT, SEE NOTE
m in,
ti
NOTE: GEOTEXTILE DRAINAGE MAT
TO COVER ENTIRE BACK SIDE OF
STEM WALL FROM FOUNDATION
TO 1' BELOW FINISHED GRADE.
3"DIA WEEP HOLE
MAKE HOLE IN DRAINAGE
MATT BACKING
''/\\//x
#5@ 1 2EW
D- 322309'
#7@6 Li
#7@6 DWL
HK TOE__�
F 1/4"= 1 2-0y) 2 0 2 4 6 8 10
—e 1 5mmmmi
SCALE: 1/2"-1'-0" Scale Feet
SCALE:
VERTICAL, NAVD 1988
AS SHOWN HORIZONTAL: NAD 1983/1991
CITY OF
MOM
M RENTON
ONE INCH DATU M
AT
"LL SC
ALE
IF NOT ONEINCH Planning/Building/Public Works Dept.
SCALE ACCORD INCH
112"=V-0" z 4 mmommil 5
Scale Feet
SW 34TH STREET DA 03/2/07
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PAGE:
DRAWING NO:
WING WALL SECTIONS S2
AND DETAILS 71E OF
16
D -
32314.
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