HomeMy WebLinkAboutSWP2702264.900
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DAYLIGHT 4"0 PERF DRAIN
T.O. SLAB i j
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EL. 107.E t EL. 100.1 EL. 107.6
2"0 PVC PIPE, FEMALE
6" 8'-3" 8'-0" ADAPTER & PLUG L FOR LADDER &
C TYP 12 PLACES HANDRAIL DETAILS
o C < i SEE SHEET 17 E
NOTE: SEE SHEET 8 E I4. 101.5
EL. 102.3 EL. 103.1 I w
FOR CHANNEL
GRADING IN 4,_0„
THIS AREA .�
T.O. WALL T.O. WALL EL. 108.4
F EL. VARIES
o EL. 110.8 / T.O. FOOTING
bq yl, qhi iE iov. 30 / EL. 100.1
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---------- ---- ---- ----------------x-- -----1----_---- I -------------- , ---------------------,-T--- ---18 O.D. PIPE THIMBLE TYP
I T.O. WALL SEE SHEET 13
T.O. SLAB % EL. 110.8 (SHEET 16) G EL. VARIES
EL. 110.8 EL. 103.3
6" TYP. MECHANICAL COUPLING TYP
DFC D
18" O.D. SHORT RADIUS ELBOW `0
�i ! I 06.3 EL. 105.5 EL. 104.7 EL. 103.9 N 176 030.22 w E . .� EL1120 -}- w
�; I E 1,311,429.19
T. 0. WALL TYP
EL. VARIES I `J 18" CANAL GATE
01 \ I EL. 114.8
EL. 111.6 T.O. WALL B
.O. SLAB I _+� 0
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/ EL. VARIES + - - I
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----- EL. 114.8 I �
T.O. WALL
4"0 PERF PIPE DRAIN TYP EL. 114.8 EL. VARIES
v DISH SLAB LOCALLY TO CONFORM
TO BOTTOM OF CANAL GATE
0
EL. 107.1 EL. 107.9 EL. 108.7 EL. 109.5 ELF. 110.3 T.O. SLAB ¢ �i
00 EL. 107.3 00
FOR LADDER & HANDRAIL
I
EL. 116.2 DETAILS SEE SHEET 17
I
PIPE I.E. 107.65 (SHEET 16)
T.O. WALL N- t76-, 3- 83 �"i E 116.2
T.O. SLAB %
I EL. 116.2 � E--1;..3�1^;��E� I �
EL. 103.3 CONTRACTOR TO VERIFY Fol"
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- I 1 1 I I I
z � j T.O. WALL -- EXISTING 42" PRECAST 1' 0" o
o o EL. 116.2 CONCRETE PIPE
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Q 4 O PERF PIPE, SEE NOTE 5
J N 176,020.26 '� TYP AROUND �� =��� H
F PERIMETER AS SHOWN
B 8'-0" �--�-
_I cn E 1,311,482.94 (SHEET 16)
53'-9"
PLAN
CANAL GATE
F FOR HANDRAIL
T.O. WALL DETAILS SEE
T.O. WALL EL. 114.8
EL. VARIESSHEET 17
1'-0"
--1-111=III=11I
-
T.O. WALL
FAR SIDE
0 o T.O. WALL
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-
EL. 112.0
poQo EL. 111.6
i 8'-0" TYP.
T.O. SLAB EL. 107.3
CREST EL. 110.3
CREST EL. 109.5
#5 C� 12 E.F.
#4 ®
12 E. TYP.
-
CREST EL. 108.7
#5 ®12 E.F., E.W.
CREST
EL. 107.9
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#4 ®12 E.F. 1
CREST EL. 107.1
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WATERSTOP, TYP. SCALE 0
3 6 FEET
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1 1 1
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COMPACTED STRUCTURAL FILL, I
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12" MIN, SEE NOTE 6
EXCEPT AS NOTED
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FISH LADDER BEYOND;
-----------------------------
Engineers and Scientists
SEE SECT D-D, SHEET 16
Bellevue, Washington
SIYVlC? "' 7"26l,�
A _
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TEL: (425) 602-4000
FAX: (425) 602-4020
FOR HANDRAIL
DETAILS SEE
9 SHEET 17
T.O. WALL
L EL. VARIES
lil r-,- III-
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.94 nWl RAR
#4
SL,
CJ
REI
WA
SH
CJ
(REINF. TYP. ALL WEIRS)
FOR HANDRAIL DETAILS "
SEE SHEET 17 --�
EL. VARIES
1
EL. 112.0--,
IIIgo] meZemU4 0
EL. 107.3 #5 ® 12 E.F., E.W.
1 � •
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#5 DWLS
E.F. A
O0oOo
.o 0
00o0
OF 1)_� -- COMPACTED 226STRUCTUAL
FILL; 12" MIN
T.O. SLAB AND
FOOTING EL. 100.1
�00
• 4"0 PERF PIPE
0 o IN 12" X 12"
- 000 0 0co
0o0 0 : o ENVELOPE OF
GRAVEL BACKFILL
COMPACTED STRUCTURAL '� ��i��/��i��i #5 ® 12 E.F.
FILL, 12" MIN, SEE NOTE 6
#4 @ 12 E.F. C _ C
NOTES:
1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS, NOTES
AND ABBREVIATIONS, SEE SHEET 13.
2. FOR FISH LADDER GRADING PLAN, SEE SHEET 8.
3. FOR FISH LADDER MISC. METALS, SEE SHEETS 17 AND 18.
4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL
CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS.
! 0:0 GRAVEL BACKFILL TYP EXTEND ALL VERTICAL WATERSTOPS 6" INTO SLAB AND TO
6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS
PER MANUFACTURER'S RECOMMENDATIONS.
5. REMOVE PLUGS FROM UPSTREAM AND DOWNSTREAM ENDS
OF EXIST CONCRETE PIPE. SEE SHEET 8.
6. CLAYEY SOILS AND HIGH GROUNDWATER MAY BE ENCOUNTERED
UNDER THIS STRUCTURE. CONTRACTOR TO BID WORK ASSUMING
OVEREXCAVATION AND BACKFILL WITH QUARRY SPALLS AND
STRUCTURAL FILL TO OBTAIN A FIRM, SOLID FOUNDATION WILL
BE NECESSARY. DEWATERING WILL BE INCIDENTAL TO THIS
PO,3 STRUCTURE.
of WASkr
CITY OF RENTON
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APPROVED
BY I,
£' z DEPARTMENT OF PUBLIC WORK
off, �GI S T V
SSIo1VAL MAPLEWOOD CREEK FISH CHANNEL PROJE
EXPIRES 12-21 9 7 1 FISH LADDER
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