HomeMy WebLinkAboutSWP2703440.8in
0
It
It
CV)
C\I
I
CL
Cr
13
wi
0
i
ch
o°
0
U
0
0
i
0
v
i
a
a
c
1
D
Q
0
C
Q
0
U
a
a
a!
n
0
0
d
i
ao
04
0
1
s
0
U
Z
O
z
w
M
Cr
C
r
a
c
U
I
pr
L
C
31
a
r
r
a
C
a
a
C
C
c
a
a
13 12 11 10
H'
CI
M'
2 EXTRA #6 AT TOP OF WALL
AT WALL SLOPE
2 EXTRA j5X1O' VERT, NF
EACH SIDE, HK ® TOP
#5X8' DIAL, 4 SIDES
2 EXTRA #6X1 HORZ�NF
Y Y Y Y y
2 EXTRA N5X1' HORZ,i FF i i i i i i i
WALL ELEVATION
EXTRA REINFORCEMENT
SCALE 3/16'=1'-0'
DETAIL 2
CORNER PILES
OB k 11
2*7_03
41
TEI'
DETAIL 3
REVISION
TYP BOTH
ENDS
CORNER PILES
O8 k 11
Ve SL
CHECKMJCB
APPR �
1/4
III
' Il
II
11
I
ll
1 I
1 I
l I
I 1
I I
I I
I I
1 I
I I
l I
ill
AS SHOWN
aw ow
u niu �
r Nor at rcN
@C" A000MMMY
PL 4x3/8 TENSION
BAR PLACED
1 FLUSH WITH PILE
FLANGE AND
ATTACHED WITH
I SPLICE PLATE, S
NOTES 1, 2
10
3/16
PL 43/8 TENSION
BAR PLACED ON
TOP OF FLANGE
SEE NOTE 1, 2 —
NOTE:
1. TENSION BAR MAY BE INSTALLED FLUSH
WITH PILE FLANGE WITH SPICE PLATES OR
MAY BE BENT OVER HSS COMPRESSION
MEMBER AND WELDED TO FACE OF PILE
WITH REQUIRED LENGTH OF WELD.
2. TENSION BARS ARE 43/8 EXCEPT AT THE
TWO LOCATIONS INDICATED ON ELEVATION
DWG S 1.
1/4
HSS 6x2x1/4
COMPRESSION
MEMBER
DETAIL 1
TYPICAL CROSS BRACING S �
SCALE: 3/4"=1'-0'
3x3/4x12" SPLICE PLATE
1/4
4X3/8 TENSION BAR
LOCATED FLUSH W/ PILE
FLANGE
DETAIL 4
CITY OF
RENTON
Planning/Building/Public Works Dept.
12" 9° 6" 3" 0 1
1-1/2 N= i I —on
Sca1e Feet
1 0 1 2 3
3/4"=1'-4"
Scale Feet
3"=1 "-0" 2 0 2 4 6 8 10 12 14
/16
Scale Feet
CARR ROAD - PANTHER CREEK
EMERGENCY CULVERT REPAIR PROJECT
STRUCTURAL DETAILS
V1
�n
n�
Y
C C7
1
Y
00
Y
V�
O x
m
y