HomeMy WebLinkAboutD-22640F75
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41' -0"
8' -0" 8' -9" l'-O" FOOTING U.N.O. #4 *BAR OWL BAR
10"
/� --
#4 @ 12 JDWLINTO
SLAB AND
DAYLIGHT 4 "0 PERF DRAIN
I
lE- 1o3.60 T.O. WALL r T ' T.O. SLAB i CJ
EL 107.6 t ZF'R EL. 100.1 EL 107.6 i 2 "0 PVC PIPE, FEMALE �I 6" 8' -3" I 8' -0" ' ADAPTER & PLUG ' ' i LADDER & I
TYP 12 PLACES HANDRAIL DETAILS
o E SEE SHEET 17 i E REINFORCENOTE: SEE SHEET 8 ' E' 101.5 ' ® i ' i WALL AND 4' EL. 102.3 EL. 103.1 FOR CHANNEL N SHOWN FO-
GRADING IN ; _
1 THIS AREA
4' -0"
A- GJ B
i
T.O. WALL C T.O. WALL � EL. 108.4 i (REINF. TYP. ALL WEIRS)
I
EL. 110.8 F EL VARIES I T.O. FOOTING
6gyhgdl /� tov.3o i i EL IOC.I
°� ,_i FOR
SEE SHEET HANDRAIL DETAILS
---- - - - - -- - - -- -------------- - - - - - -- - - - --
___ --- -- - 18" O_D_ PIPE THIMBLE TYP
--- - - - - -- ------ - - - - -- - x- -- - - - - -- ------- - - - - --
' I � EL. 110.8 - G T.O. WALL I I SEE SHEET 13 EL. VARIES
T.O. SLAB - EL. VARIES I F_ `
EL 110.8 EL. 103.3 (SHEET 16)
I , i MECHANICAL COUPLING TYP
D i I 6" TYP. � `� -
I
18' O.D. SHORT RADIUS ELBOW D O 2� EL. 112_0
o , I
EL. 06.3 EL. 105.5 EL. ,104.7 EL. 103.9 ~ -
EL. 112.0 - �- N 176 030.22 w �'
T.O. WALL i '
TYP E 1,311,429.19
EL. VARIES i
o 18' CANAL GATE
.0. 1FFOOTING #5 ® 12 E.F., E.W.
'
EL. 111.6 T.O. WALL B I I I EL 114 -8
} EL. VARIES + T.O. SLAB
' ( I EL. 100.1 it I=k - --
I I
-�-- - - -- -- - - -- - - - -- - -- - - --
A - - -SEE NOTE TYP -- - -- TO_ WALL �i E.F.
i � -- { SEE NOTE 4 � '� - - -� EL 114.8 A
T O_ WALL
C O ° O e
m 4 "4 PERF PIPE DRAIN TYP EL 3 -6 114.8 EL VARIES ' /�\ �,..� o
li DISH SLAB LOCALLY TO CONFORM °'
TO BOTTOM OF CANAL GATE I -� COMPACTED
'L\
o ' T -0. SLAB ° STRUCTUAL
i EL. 107.1 EL. 107.9 EL. 108.7 EL. 109.5 E . 110.3 I
EL 107 -3 ¢ ' m FILL; 12° MIN
� T.O. SLAB AND 1' -6"
I FOR LADDER & HANDRAIL I FOOTING EL 100.1
EL. 116.2 DETAILS SEE SHEET 17 I
' PIPE LE_ 107 -65 (SHEET 16) I .od
T.O. SLAB i T.O. WALL I fd- 136-03&-83 0
EL. 103.3 r EL. 116.211, $37 - 116.2
! -• -- •- -- - -- 4 "0 PERF PIPE
CONTRACTOR TO VERIFY ° - IN 12" X 12"
__ - Coo? ° __ -__ - - 2 o ..
o :.
o ENVELOPE OF
.� // / / GRAVEL BACKFILL
_�- �� _________ ______ _ COMPACTED STRUCTURAL �
z EXISTING42" PRECAST + FILL, 12" MIN, SEE NOTE 6 -
0 EL. 6.2 I CONCRETE PIPE t
a 4 0 PERF PIPE, TYP AROUND ' SEE NOTE 5--- -- - -- -- - - - - -- `-I #4 C� 12 E.F.
3 N 176,020.26 F PERIMETER AS SHOWN B'... ,�, /$- fi I -.
-1 /n E 1,311,482.94 (SHEET 16) 53' -9" r I I
NOTES:
PLAN /I Y FOR HANDRAIL
rLA DETAILS SEE 1. FOR STANDARD CONCRETE AND REINFORCEMENT DETAILS, NOTES
V-0"
I CANAL GATE q SHET.0.1 WALL AND ABBREVIATIONS, SEE SHEET 13.
FOR HANDRAIL _ 2. FOR FISH LADDER GRADING PLAN, SEE SHEET 8.
T.O. WALL EL. VARIES
DETAILS SEE
EL. VARIES AT. WALL EL. 114.8
SHEET 17 3. FOR FISH LADDER MISC. METALS, SEE SHEETS 17 AND 18.
IL�I�IEI�
1' -0" J. I�I0 I_ 4. ALL HORIZ CJs BETWEEN WALLS AND SLABS AND VERTICAL
_I 11 =1 11 =1 1 =1 I I� I r
TI_III -11H I
T.O. WALL °00_. CJs BETWEEN EXTERIOR WALLS SHALL HAVE WATERSTOPS.
Ro _I Z3 FAR. SIDE o°oY': GRAVEL BACKFILL TYP EXTEND ALL VERTICAL WATERSTOPS 6" INTO SLAB AND TO
T.O. WALL _ EL 112.0 ' f- 6" BELOW TOP OF WALL. SPLICE ALL WATERSTOP JOINTS
po.o- EL. 111.6 8' -0" TYP.
° o �f I PER MANUFACTURER'S RECOMMENDATIONS.
CREST EL 110.3 T.O. SLAB EL. 107.3 5. REMOVE PLUGS FROM UPSTREAM AND DOWNSTREAM ENDS
OF EXIST CONCRETE PIPE. SEE SHEET 8.
CREST EL. 109.5
#4 0 12 E.W. TYP. CREST EL. 108.7 #5 ® 12 E.F. V -p^ 6. CLAYEY SOILS AND HIGH GROUNDWATER MAY BE ENCOUNTERED
#5 ®12 E.F., E.W. UNDER THIS STRUCTURE. CONTRACTOR TO BID WORK ASSUMING
v #5 0 12 E.F. og; OVEREXCAVATION AND BACKFILL WITH QUARRY SPALLS AND
CREST EL. 107.9 #4 ® 12 E.F.
_ T.O. SLAB STRUCTURAL FILL TO OBTAIN A FIRM, SOLID FOUNDATION WILL
CREST EL. 107.1 #4 ®12 E.F. o� EL. 107.3 BE NECESSARY. DEWATERING WILL BE INCIDENTAL TO THIS
0 0 - --
I i PDST STRUCTURE.
#4 ® 12 E.F. M -
= 00 ° 00.0 rvgSx /LCA�R
4 "0 PERF 10 -
n #5 C 12 E.F. 1 i °a°Om O °coo F�
GRAIN TfP 1 -0,. o O
° «> - , CITY OF RENTOIV
T.O. SLAB °�° #5 ®12 E.F. �, \i�,:i ? \�':� WATERSTOP, T1P. 25792 4
EL. 103.3 Cb °go . oO:o O I:p4�.° I SCALE 0 3 6 FEET, FPPROVED poi: ��'G /STERO w�v DEPARTMENT OF PUBLIC WORKS'.
O o0
- - - -__ o ��o� 6 S'DNA L Er MAPLEWOOD CREEK FISH CHANNEL PROJECT
\ \ \ \ COMPACTED STRUCTURAL FILL,i 3 8' = V -0 _
_ ^ /i;
\ \''�'
O °O O o0 6 -- ---------------- - - - --' 12 MI NOTE 6 - -
_ DATE G- s
� " N, SEE NO i i '. EXCEPT AS NOTED D'. exaRC S. 12 2199 FISH LADDER
O� $o°Oo
----------
PLAN AND SECTIONS
- - - - - --
-------
i
/is�%�F/,�f /�. /�}! /a WC f/ -fo -99 DESIGNED: RSP /DEP DATE: 7/1/98 FILE NAME: SHEETIS
FISH LADDER BEYOND; ------------------------------ ' _ g DRAWN: wMo
SEE SECT D -D, SHEET 16 --------- � ----------------------------- ' '-- Engineers and, Scientists
� Bellevue, Washington CHECKED: DPT SCALE: AS SHOWN Fle1D eooK: ante:
S'W i7° X26 A Q -------------------------------------- TEL- (425) 602 -4000
FAX: (425) 602 -4020 NO.. REVISION BY APPR. DATE APPROVED: I SHEEF: 15 OF: 22
1413 c n `2a6u 0 F SCANNED IvAq 3 0 2000
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