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CAST —IN —PLACE 22" DIA WATER
LINE CASING PIPE. WRAP CASING
E PIPE IN 1 /4" DUROMETER 40
4'-0" NEOPRENE
21.21 21.25
20 -
CASING EL 19.25
#5x8' DIAL EF, TYP
2 EXTRA FULL HEIGHT WALL
REINF AND DOWELS EF � EXTRA REINF AT OPENINGS
2#5x60" HORZ & VERT EF
2 EXTRA #5x 10' HORZ EF 1 #5x48" DIAG EF
12.45 � �
EL 1_2'.59,, WALL CONTROL JOINT SEE NOTE 1 —�
60" C 0 N C SD
10 _ -
` 0 0
EL 4.75
20
1
EL '1`
10
ll�
SECTION A
SCALE: 1/4"=1'-0" S1
SECTION �
SCALE: 1/4"=1'-0" S1
1/2"X1" DEEP
FORMED NOTCH
WHEN EXPOSED
3" CLR 3/4"x2'-0"
SMOOTH GALV
DOWEL AT CENTER,
a APPLY BOND
BREAKER
zll
"'*\—Y2"x2" DEEP
FORMED NOTCH
SECTION E
SCALE: 1 "=1 '-0"
EL'
EL
SECTION �
SCALE: 1/4"=1'-0" S1
CAST —IN —PLACE 22" DIA WATER
4'-0" LINE CASING PIPE. WRAP CASING
PIPE IN 1 /4" DUROMETER 40
NEOPRENE
E
I I
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
100,
SECTION B
SCALE: 1/4"=1'-0" S1
20
14.01
EL 1-5-�
10
EL 4.75
MAX PAY WIDTH
FOR STRUCTURAL EXCAVATION
X
NOTES:
1. LOCATE CENTERLINE OF WATERLINE OPENINGS 23" OFFSET FROM FACE
OF CULVERT.
1'-0"
2" CLR NOTE: GEOTEXTILE DRAINAGE MAT
#7@12 VERT TO COVER ENTIRE BACK SIDE OF
STEM WALL FROM FOUNDATION
20 TO 1' BELOW FINISHED GRADE.
#5@12 HORZ
i
15.49 GRAVEL BACKFILL FOR WALLS 2" CLR
3"DIA WEEP HOLE
MAKE HOLE IN DRAINAGE
MATT BACKING
GEOTEXTILE DRAINAGE
10 MAT, SEE NOTE
ti #5@12EW
L � 13�m�,314
D-IL 29.1
_ a_
C�
#7@6 W #7@6 DWL
HK TOE
#5@12
#5 DWL@ 12, 31 " LAP
� ti
HK TOE
3 —0 _ #5@12 I 1 1/2"x5" CONT KEY
In
% EL 4.75
24" HOOK, #7
STD HOOK #5
1' THICK CDF
AS -BUILT SURVEY BY: E C T O „„ 2 0 2 4 6 8 10
PLScale Feet
S, Inc., 1/18/2008 _ 1 /4 =1 —0
.2tS49SCALE: 1 2=1 —0 ORIGINAL PLANS STAMPED BY: R I C H A R D M. L I P P o LD
1 0 1 2 3 4 5
ON: 3/ E-�6AR�Y�• � 3 l 10
AS —BUILT PLANS STAMPED BY:
BEN V. PETERSEN ON:1/22/08
Av,6.0 m B U
I LT
PE ##2948— EXPIRES: t6fi-z''-f87-
PLS
EXPIRES: 8-24-
2 8 �r 2`I a
#17676
1
ADDED AS —BUILT SURVEY INFO, REVISED OR MOVED
SOME
TEXT,
Su DH&A
SCALE.
VERTICAL NAVD 1988
HORIZONTAL NAD 1983/1991
�►
E
UNNEEDED NOTES, INFO. FOR CLARITY D
C 12
22-08
AQ
DESIGNED:
AS
SHOWN
_
& }=— CITY
0
CMG - 7K RENTON
DRAWN: \
LMG ONE INCH I
0 ISSUE FOR BID —2-0 CHECKED: ATSSCALEE Planning/Building/Public Works Dept.
IF NOT ONE INCH �
NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY
MSG
1 /2"=1'-0" iiiiii
Scale Feet
DATE:
SW 34TH STREET 03/2/07
CULVERT REPLACEMENT PROJECT FIELDBOOK:
PAGE:
DRAWING N
WING WALL SECTIONS S2
AND DETAILS S1E4 O.
b 1- 3721213114
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