HomeMy WebLinkAboutS-0703294
3
2
I
c
x
a
w
w
N
O
CUT AND CAP EXISTING
6" STORM DRAIN
EXISTING BRIDGE WINGWALL '\
& FOOTING TO BE REMOVED
FACE OF WALL PARALLEL 1'/2" PREtr1OLDED JOINT FlLLER /
WITH NEW 108" SS (BEARING S 01'0'10" W) #7 (TOP) g INTERSECTION FRONT FACE
#6 (BOT.) OF EXISTING ABUTMENT
120' -0"
PLAN -- RETAINING WALL 1
SCALE: 3/8 " -1' -0" 1 2
1.20' -0"
FENCE POST SPA. 10' MAX.
WALL do FRONT FACE
OF RETAINING WALL
9"
EXISTING BRIDGE
ABUTMENT TO REMAIN
i FINISH GRADE
OW
11 .75 BEHIND WALL
c 11' 50
lr FINISHED GROUNDLINE 108"
' , i (THIS CONTRACT) --i, j ,E,,. 112.00
ii
i
REMSI{NN
1
I
NOTES
1. FOR ADDITIONAL INFORMA110N AND LOCATION 5
OF WALL, SEE CIVIL DRAWING C107.
2. SEE WSDOT STANDARD PLANS FOR.FENCE
DETAILS.
1, -3» #
6"
6"
GRAVEL I
BACKFILL
FOR iKALL 1
I
I #8 O 12" #5
I
EL. 109.0
END HALF OF #8 BARS
GRAVEL I #8 O 6" #6
BACKFILL
FOR DRAIN
2" CL
FILTER FABRIC CL 3" DIA. o
GRAVEL WEEP HOLES i " 'JCL.
BACKFILL ( ,
ELEV. VARIES
i
EL 116.0
—0"
cc
<
m
PIPE SUPPORT
J
<�
(/) U
e 3
M
wF
VERTICAL LINE
FOR PIPE BEDDING
FROM FOOTING
0
O FACE OF WALL
12"
.,
Q
CUT AND CAP EXISTING
6" STORM DRAIN
EXISTING BRIDGE WINGWALL '\
& FOOTING TO BE REMOVED
FACE OF WALL PARALLEL 1'/2" PREtr1OLDED JOINT FlLLER /
WITH NEW 108" SS (BEARING S 01'0'10" W) #7 (TOP) g INTERSECTION FRONT FACE
#6 (BOT.) OF EXISTING ABUTMENT
120' -0"
PLAN -- RETAINING WALL 1
SCALE: 3/8 " -1' -0" 1 2
1.20' -0"
FENCE POST SPA. 10' MAX.
WALL do FRONT FACE
OF RETAINING WALL
9"
EXISTING BRIDGE
ABUTMENT TO REMAIN
i FINISH GRADE
OW
11 .75 BEHIND WALL
c 11' 50
lr FINISHED GROUNDLINE 108"
' , i (THIS CONTRACT) --i, j ,E,,. 112.00
ii
i
REMSI{NN
1
I
NOTES
1. FOR ADDITIONAL INFORMA110N AND LOCATION 5
OF WALL, SEE CIVIL DRAWING C107.
2. SEE WSDOT STANDARD PLANS FOR.FENCE
DETAILS.
1, -3» #
6"
6"
GRAVEL I
BACKFILL
FOR iKALL 1
I
I #8 O 12" #5
I
EL. 109.0
END HALF OF #8 BARS
GRAVEL I #8 O 6" #6
BACKFILL
FOR DRAIN
2" CL
FILTER FABRIC CL 3" DIA. o
GRAVEL WEEP HOLES i " 'JCL.
BACKFILL ( ,
Cmi
_
0
1~
= w
o v i �
N a `� Zn
EL 99.0
t0
I
� z
4
3
2
ELEV. VARIES
1 {16�faL1 # LnVil:r: I/Vf9
EL 116.0
—0"
BEGIN TAPER
PIPE SUPPORT
J
(/) U
GRAVEL BACKFILL
wF
VERTICAL LINE
FOR PIPE BEDDING
FROM FOOTING
�*
O FACE OF WALL
12"
.,
Q
Cmi
_
0
1~
= w
o v i �
N a `� Zn
EL 99.0
t0
I
� z
4
3
2
1 {16�faL1 # LnVil:r: I/Vf9
—0"
PIPE SUPPORT
1
GRAVEL BACKFILL
CDF CONCRETE
FOR PIPE BEDDING
PIPE BEDDING
SECTION KA
�*
SCALE: 3/8 " -1' -0" 9 2
.,
Q
128228
PRB
Wig M STP40 Municipality of Metropolitan Seattle
NOVEMBER 1992
A
SOUTH INTERCEPTOR — PARALLEL.
1w.
J
D.E.W.
3/8 " =1' -0"
PHASE 1
RETAINING ALL
A�>y
TRACT No-
C1 23
APPROVED:
W 4492
PLAN AND DETAILS
NO.
29 32
F
G H