HomeMy WebLinkAboutSWP2702264.16N
E
O
1'-0"
T.O. WALL
EL. VARIES
FOR HANDRAIL
DETAILS SEE
SHEET 17
IIII— III -III
'
#5 ® 12 E.F.,
E.W.
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12" MIN,
SEE
NOTE 6,
SHEET 15
T.O. WALL
EL. 107.6
CHANNEL I.E. 100.7
SEE GRADING PLAN
SHEET 8
FOR HANDRAIL & LADDER M
DETAILS SEE SHEET 17 B.O. WALL
_ EL. 95.5
T.O. WALL
- ,E-L:-VA RIES
I I
-1 I I=III-1 I #5 ® 12 E.F., E.W.
FOR WEIR SEE
DETAIL 1, TYP.
#5 ® 12 E.F., E.W.
2"0 PIPE 2"0 PVC PIPE &
1'-0" 1'-0" FEMALE ADAPTER
6" LONG W/THR'D
PLUG, TYP. AT -
ALL WEIR WALLS. •
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41'-6"
8'-0" TYP.
U
6" TYP.
CREST EL. 104.7
CREST EL. 108.4
CREST EL. 103.9
FOR HANDRAIL
DETAILS SEE
SHEET 17
4
T.O. WALL
EL. VARIES
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II
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II
CREST EL. 103.1
T.O. SLAB EL. 100.1
CREST EL. 102.3
CREST EL. 101.5 #4 ® 12 E. W., TYP. #5 ®12 E.F. I I
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NOTE 6, SHEET 15
COMPACTED STRUCTURAL
FILL TYP, 12" MIN, SEE
NOTE 6, SHEET 15
o. oo. GRAVEL BACKFILL
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FOR HANDRAIL &
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SEE SHEET 17
T.O. WALL
EL. VARIES
op
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#5 ® 12 E.F., E.W.
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FOR HANDRAIL & LADDER
E - C
G
DETAILS SEE SHEET 17
-�
T.O. WALL
EL. 116.2 RESTORE ORIGINAL
EMBANKMENT TO
I I
EL. 115.17
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#5 ® 12 E.F., E.W.
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#4 ®12 ENTIRE PERIMETER
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(2) #4
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EXISTING 42"0
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E Pd-T4R E E7 1 A ALIT CViE f
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ELDED
ET 18
TYPICAL FISHWAY
WEIR UPSTREAM ELEVATION
T.O. WALL
EL. VARIES
#5 ® 12
E.F., E.W.
SEE SHEET 7 FOR
CHANNEL GRADING
4'-0"
Imo_ _ •`,,
T.O. SLAB
EL. VARIES
1'-0" TYP
IIT 01
FOR REINF. DETAILS, 3 5/16" - 2 11 /16"
SEE B - B 1 3/8" STAINLESS STEEL PLATE
SHEET 12 BENT, MITERED & WELDED
PER DETAIL ON SHEET 18
CREST ELEVATION ® EACH WEIR
FLOW
T.O. WALL
EL. VARIES
1'-p„
r
WATERSTOP
TYP -
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APPROVED
BY D DATE -G- 9a
Engineers and Scientists
Bellevue, Washington
TEL: (425) 602-4000
FAX: (425) 602-4020
TYPICAL TOP OF
FISH WAY WEIR
T.O. WALL
EL. 116.2
FOR HANDRAIL
DETAILS SEE
SHEET 17
i
4
RESTORE ORIGINAL
EMBANKMENT TO
1 EL. 115.17
00
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o;o(fp
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0
o21p
1'-6"
#5 ® 12 E.F., E.W.
T.O. SLAB
EL. VARIE
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0
#5 Cam? 12 E.F.
4"0 PERF DRAIN
12" X 12" ENVELOPE OF GRAVEL BACKFILL
#4 ® 12 E. F.
F—F
B. 0. WALL
EL. 95.5
NOTE:
EXISTING 42"0 CLASS IV CONCRETE PIPE (BELL MOUTHED) TO
BE CAST INTO WALL. SEE MAPLEWOOD CREEK SEDIMENTATION
BASIN RECONSTRUCTION PROJECT DRAWINGS.
2. FOR GRADING AROUND FISH LADDER STRUCTURE SEE SHEET 8.
D-?Z64/D
P OS?'
�F WAS�I�
z
��GIST '
�SSIONAL
EXPIRES 12 21-99
SCALE 0 3 6 FEET
I I 1 1 I I I I I
'I
3/8" = 1'-0"
EXCEPT AS NOTED
CITY 0 F RENTON'
WORKS
MAPLEWOOD CREEK FISH CHANNEL PROJECT
FISH LADDER
r SECTIONS AND DETAILS
%�-%dui/�
�'�/'Y
owe
ly-. DESIGNED: RSP/DEP DATE: 7/1/98
DRAWN: WMD
CHECKED: DPT/DEP SCALE: AS SHOWN
DATE APPROVED:
DIRECTOR OF PUBLIC WORKS
FILE NAME: SHEETI6
— -
FIELD BOOK: PAGE:
SHEET: 16
NO.
REVISION
BY
APPR.
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