HomeMy WebLinkAboutSWP3002042.13ADD 1 - #5 T&B TYP
24'' DIA CONC PIPE
MAX, TYPICAL
EXIST 15 DIA
-H
CONC PIPE
4 0
0
12" DIA CONIC PIPE -
2"
are
3 //811 1'- Oy'
0
TOP SLAB ELEVATION
18,3±. MATCH
PAVING SLOPE, SEE
SHEET C51
ADD 2- #6 BOTTOM
AND I --- #5 TOP,
TYPICAL
' cc 10" DIA
SEE NO!
WEDGE
SCREEN
SEE SPE
02745
24!'DIA MANHOLE
FRAME AND COVER
TYPICAL OF 3
15'--4"
2'-3"
"z- 14" DIA Di
PIPES
WEDGE
WIRE SCREEN
3 PANELS
TOP OF WALL
EL 15.50
4'- 6' 1 1
3Z 8"
414
WATER STOP
RING #5@12"OC TOP & BOTTOM
#6 @6"OC BOTTOM
2'--- 6"
SECTION
7 ")/8', 1 o'
MATCH SURFACE ELEVATION OF
STRUCTURE TO PAVEMENT SLOPE
#6 06" CC TOP
SIMILLARET�
21' DIA (-lONC PIPEEL 16.20
T
E L 1 6,20 HIS SECTION WEIR WALL
TOP OF WALL v
IE=A 4.60-
MIN- WS
EL
]'4;4
Vi
IE=11,30
F7�O
2'-o99x2'-0"x699D
SUMP, TYP OF 2
SEE
�S501/
FIBERGLASS LADDER,
_717/\
SECURE AT BOTTOM
LADDER RUNG. AND TOP SLAB
AT MANHOLE WITH 1/2"DIA SS
SEE EXPANSION BOLTS-
6
s _50- T)
5'---- 0"
12"
FOR TOP SLAB
REINF SEE te-4
#5 x 2-6" (418"OC
12" CEMENT CONC
PAVEMENT PER
DETAIL
r7')Ii
V7117D -.27)
N-�
#6 06"OC
#5 (912" OC EW EF
PROVIDE HORIZ REINF
AT WALL INTERSECTIONS
PER DETAIL
V5s—,0- 17
SEE VS 5 0 1)
FOR REINF
AT SUMP
GENERAL NOTES.
1. THE DESIGN SHOWN ON THE DRAWINGS IS
INTENDED TO BE A COMPLETE AND FUNCTIONAL
FACILITY, WITH MANY OF THE DETAILS TO BE
DESIGNED AND PROVIDED BY THE CONTRACTOR,
THE CONTRACTOR WILL BE RESPONSIBLE FOR
ALL DETAILS, MODIFICATIONS, AND CHANGES
REQUIRED TO RESULT IN A COMPLETE AND
FUNCTIONAL INSTALLATION. SEE SPEC SECTION
02745. m
m
2. PROVIDE 3- 1/2"THICK ORIFICE PLATES:
gi
PLATE 1 - WITH 8" DIA ORIFICE >
PLATE 2 - WITH 10" DIA ORIFICE
PLAT E 3 - WITH 11" DIA ORIFICE
INSTALL ONE PLATE AS DIRECTED, INVERT
OF ORIFICE TO BE AT INVERT OF PIPE.
8" SS EXP BOLT 48"OC
1/4!' 1 /4" BENT SS PLATE
STIFFENERS .,-1/8' x3" xl'-A!' PLATE WASHER
(98" OC
1/2"DIA SS BOLT 46"OC,
3 TOTAL PER PANEL
-EL 16.20
_Jol
WEIR BEYOND
EL 15.50
SS WEDGE WIRE
SCREEN FRAME
0
TYP 3 4" x4" BENT m
NUT TO SS PLATE
PLATE EA SIDE a)
FD
Z.
5/8" DIA SS EXP
z
SHIM
BOLTS 48" OC ! 0 c:
v 2E j
0
I" ROUT
EL 1 O�83 MIN EMBED TYP co
>
0 m
:o
> n
WEDGE WIRE
SCREEN--- ATTACHMENT
SCALE: I 1//? "=I'-O"
i----WEIR PLATE WITHOUT SCUM
BAFFLE
SIM
TO DETAIL 2/S501 SET
AT
EL
15.75
QJEIL:--
DETAIL /e78.� FOR TYP
REINF DETAIL
r AT WALL
PENETRATIONS
8" 4"
CEMENT
CONIC
24" DIA NON LOCKING
PAVEMENT
LID PER CITY OF
. . . . . .
RENTON STANDARD
- - - - - -
DETAIL 3.6.7
ORIFACE PLATE
EL 16.20
L_ —
SEE NOTE 2'
EL 15.50
21-
*
2 - # 5
#5@ 12" OC
WEDGE WIRE SCREEN
3 PANELS, SEE SPEC
SECTION 02-745
WALL AND SLAB
REINF PER
DETAIL 3/S503
181--o"
SECTION
3 8"m 1
30
z
LADDER RUNGS
IE= E13.00 PER DETAIL
6
j
MIN WS S5 01
I -= I
EL 13.2
IIE= 14.00 WATERSTOP
EL 10.83 RING TYP
2 PLACES
C9 (5 ---UNSUITABLE FOUNDATION
EXCAVATION AND BA"."'KFILL. x
V,
LOCATION AND DEPTH TO
BE DETERMINED BY
ENGINEER. PAID FOR
7 UNDER BID ITEM 2. Tr
PLAN
GEOTEXTILE USED WITH CATCH BASIN NUMBER 6
12" UNSUITABLE FOUNDATION
k---1 SCALE: NONE
EXCAVATION AND BACKFILL.
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
711 DIVERSION STRt.TCTURE DETAILS
NO.
REVISION
14" FLANGEBACK
SLIDE GATE W/
NON -RISING STEM
AND 2"SQUARE
OPERATOR NUT
PROVIDE OPERATING
NUT EXTENSION AND
VALVE BOX FOR
SURFACE OPERATION
14" DIA D1
54"DIA TYPE 11
CATCH BASIN PER
CITY OF RENTON
STANDARD
DETAIL 3-2.3
14"DIA DI
FLEX COUPLING
TYP OF 2
4-01 PARKING AREA
DESIGNED. DATE: FILE NAME: 2/93 S503
DRAWN::____
CHECKED: u1 SCALE:AS SHOWN FIELD bu K PAGL
BY APPR, DATE: APPROVED: SHEET: 13 OF- 13
DIRECTOR OF PUBLIC WORKS
Cc)
50
0 C)
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0
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