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T.O. WALL FOR HANDRAIL
EL. VARIES DETAILS SEE
SHEET' 17
III- „I�IIII�'II #5 ® 12 E.F., E.W.
I
T.O. SLABI b i
EL. 103.3 i A ti
T.O. WALL EL. 110.E
41' -6"
a
FOR HANDRAIL -
DETAILS SEE
SHEET 17 0
P I
T.O. WALL
EL VARIES
8' -0" TYP. -
I�IL�IF"'
CREST EL. 108.4 -� = GRAVEL BACKFILL
o BN B CA KFILLED WAI I TYP OUTSIDE OF EACH
i I
3/8" STAINLESS STEEL PLATE -
BENT, MITERED & WELDED
PER DETAIL ON SHEET 18
BEND
FOR REINF. DETAILS, 3 5/16" 2 11/16"
SEE B - B 3/8" STAINLESS STEEL PLATE
SHEET 12 _ BENT, MITERED & WELDED
M PER DETAIL ON SHEET 18
1' -0° CREST ELEVATION ® EACH WEIR
0
_ FLOW
o�
3' -6° 3' -6"
106.3 I �
CREST EL 105.5
#4 ® 12 E.W., TYP. 0 CREST EL. 104.7 TYPICAL FISHWAY
6" TYP. WEIR (UPSTREAM ELEVATION
} CREST EL 103.9
10 DETAIL 1
CREST EL. 101.5 #4 ® 12 E.W., TYP. #5 ®12 E.F. i
r r DRAIN, TYP
} #5 ® 12. E.F. #4 ® 12 E.F. T.O. SLAB.
I_ #4 ®,12 E.F. 1.1 p p i EL 100.1
0 0
71L b�I, ll JIB` 1 ---------------
o 0
oao ao - ---------------
a.0
a iJ \i��n�� o� I B.O. WALL
EL. 95:5
FOR HANDRAIL. & .LADDER +p
DETAILS SEE SHEET 17 B.O.WALL
_.2. EL. 95.5 A.
E - E r FOR HANDRAIL & LADDER
1 -D - COMPACTED STRUCTURAL _ DETAILS SEE SHEET 17'.
1' -0" _ 8'-0- L. 1' -0" FILL TYP, 12" MIN, SEE -- 3' -0"
T.O. WALL NOTE 6, SHEET 15
- Fk: -VARIES
T.O. WALL
T.O. WALL - EL. 116.2 RESTORE ORIGINAL
EL. 107.6 _- i EMBANKMENT TO
I r EL. 115.17
i I
- iIl= 11IiI�Illlllll #5 0 12 E.F., E.W. #5 ®12 E.F., E.W.
-I
r FOR WEIR SEE #4 ®12 ENTIRE PERIMETER
DETAIL 1, .TYP. (2) #4,.
1' EXISTING 42 "0
I
#5 ®12 E.F., E.W. PRECAST CONCRETE
TYPICAL TOP OF
I
FISHWAY WEIR
FOR HANDRAIL
DETAILS SEE
'off' �pS�o
o
I
"1
1:' -0" 4 °0 PERF
EL. 116.2
o
w
�'�
DRAIN TYP
EL. 115.17
i
T.O. SLAB
100.1 EL
#5 ®12. E.F.
i
WATERSTOP
- --
----- -i
#4 0 12, E.F.
-- - - -- -
i---------------
- --- ----------------
- - --- - -- - e Q Q6o
°°�°Q
T.O. WALL
COMPACTED STRUCTURAL'
' -- - -- -- --- ---
- - -- -� / //T
j���'1'
-0" TYP. EL VARIES
FILL TYP, 12" MIN, SEE
FISH LADDER BEYOND; SEE SECT E E
TO_ WELL
NOTE 6, SHEET 15
i D. - D
EL VARIES
` - - -'
16' -9"
FOR .HANDRAIL &
LADDER. DETAILS
.
' SEE SHEET 17'.
�---- - - - -
- -- I � - - --
��- - - - - -1 -0° I
._
0 12
'
',.
I
EL VARIES
E.E. EW
J� - - -- -- - - -J'- - - - - - --
8' -0" TYP.
"
1' -0„
T.O. WALL EL. 107.6 I
SEE _ 7 FOR
TYP.
_
ICIE]IL�"
M ILam'11
CHANNEL GRADING
°
00
°
�T RSTOP-
6° TYP.
I ' :
#5 0 12 E.F., EW_
T .O. SLAB
EL VARIES
o\
CHANNEL I.E. 100.7
S EE GRADING
I)
CREST. EL. 103.1 �.�...
7.0. SLAB EL. 100.1
1•_0•o
I
- - --
----------- --------------
o
SHEET 8
CREST EL. 102.3 II
1.
4 "m PERF
-�°
°
CREST EL. 101.5 #4 ® 12 E.W., TYP. #5 ®12 E.F. i
r r DRAIN, TYP
} #5 ® 12. E.F. #4 ® 12 E.F. T.O. SLAB.
I_ #4 ®,12 E.F. 1.1 p p i EL 100.1
0 0
71L b�I, ll JIB` 1 ---------------
o 0
oao ao - ---------------
a.0
a iJ \i��n�� o� I B.O. WALL
EL. 95:5
FOR HANDRAIL. & .LADDER +p
DETAILS SEE SHEET 17 B.O.WALL
_.2. EL. 95.5 A.
E - E r FOR HANDRAIL & LADDER
1 -D - COMPACTED STRUCTURAL _ DETAILS SEE SHEET 17'.
1' -0" _ 8'-0- L. 1' -0" FILL TYP, 12" MIN, SEE -- 3' -0"
T.O. WALL NOTE 6, SHEET 15
- Fk: -VARIES
T.O. WALL
T.O. WALL - EL. 116.2 RESTORE ORIGINAL
EL. 107.6 _- i EMBANKMENT TO
I r EL. 115.17
i I
- iIl= 11IiI�Illlllll #5 0 12 E.F., E.W. #5 ®12 E.F., E.W.
-I
r FOR WEIR SEE #4 ®12 ENTIRE PERIMETER
DETAIL 1, .TYP. (2) #4,.
1' EXISTING 42 "0
I
#5 ®12 E.F., E.W. PRECAST CONCRETE
TYPICAL TOP OF
FISHWAY WEIR
FOR HANDRAIL
DETAILS SEE
SHEET 17
T.O. WALL
4
EL. 116.2
RESTORE ORIGINAL
EMBANKMENT TO
�'�
EL. 115.17
FOR WEIR SEE
DETAIL 1. TYP.
® 12 E.F., E.W.
T.O. SLAB
EL. VARIES
� °� ° _
#5 ®12 E.F. \��i� \ \� \ \�\ F� / \\`. o
/ : /a
4" 0 PERF DRAIN
712" X 12" ENVELOPE OF GRAVEL BACKFILL
#4 ®12 E.F.
F F
NOTE:
1. 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 S.
D4_21SA of
# 1d)
SCALE 0 3 6 FEET
r I
PIPE;.. SEE NOTE 1 I
CL 2 "0 PIPE 2 "4 PVC PIPE & I r _ I �.� WA ?L, 3/8" = 1 NOT
1' -0" 1' -0" FEMALE ADAPTER I I &1e .@- o Rr '�' EXCEPT AS NOTED
6" LONG W /THE u c� 0 _ ALL WEIR WALLS. COMPACTED STRUCTURAL z u T.o. sLA6 d`� < a APPROVES 25 92 CITY OF RENTON
FILL TYP, 12" MIN, SEE a. ? a a
EL. VARIES °QUo, NOTE 6, SHEET 15
T.O. SLAB �O•c,�EGISTERF'9 4� DEPARTMENT OF PUBLIC WORKS
pp o a ° ° EL. 107.3 - BY 1%.i� DATE (,- 48 ASS /oNAL E�Gt�
-- -- MAPLEWOOD CREEK FISH CHANNEL PROJEC
-- - EXISTING PIPE I.E. 107.65; ExaiRES 12.21-99 T.FISH LADDER
4 ® 12 E.F. _ .RHBB CONTRACTORS TO VERIFY SECTIONS AND DETAILS
GASKET TYP 0 12 E.F. \ \ \j� \jam \ \\ \ \ /�j\ W4 // �'�mPa f ' /.\ A .�lS- %�u( /i op Dmn xI - /o:�1Q DESIGNED: RSP /DEP DATE: 7/1/98 FILE NAME:. SHEET JZZA DRAWN: WMD
LJ _ LI Engineers and Scientists
G - CHECKED: DPT /DEP SCALE: AS SHOWN. FlEiD Book: r
FI H Bellevue, Washington
% - 221 TEL- (425) 609 -4000 -
FAX: (425) 602 -4020 NO. REVISION BY APPR. DATE APPROVED: SHEET: 16' OF
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