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HYDRANT
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POST
TYP EA WASTE-\
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10" DIA DI
PLUG VALVE
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(PExPE'
14" DIA D I
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IRON FRAME AND LOCKING
COVER., OLYMPIC FOUNDRY
MODEL MH30W/T OR EQUAL
12" CEMENT CONC
PAVEMENT---,-,,,-,
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WETVAULT PARTIAL PLAN
S°_AL_E: 3/8"=1'-0�S500/
I 1/2"RETURN,
TYPICAL
SLOPE LINE
AS REQUIRED
COORDINATE
LOCATION WITH
_ OIL SKIMMER
MFR
S E E
—LINED WASTE OIL RESERVOIR
FABRICATED FROM 3/16"THICK
STAINLESS STEEL PLATE W1
3/8"DIA xO'-4" STUD ANCHORS
018"OC EA WAY. STRUT AS
REQUIRED DURING CONCRETE
PLACEMENT.
1 7/,-0"
SECTION
MAX WS EL 16.3±---V-.-
COALESCING PLATES
SLIDE GATES
TYP EA SIDE
0
10
6
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11
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8" 10"DIA
D
FLOOR BOX &
OPERATOR
r— 12" CEMENT CONIC
PAVEMENT
PLUG VALVE
E= 14.6
10" DIA TEE
PIPE SUPPORTS,
>\
TYPICAL
`----EL 8 6
SLIDE GATES,
TYP
GENERAL NOTES:
I 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.
10 Z5 0 c o 0
00 o C5 Q) c� �b 16
10 o 0 C5
TYPICAL
777
8" NOMINAL,
SECTION
SALE:` 3/ 8" = 1 o"
U,
121)
TYPICAL
3/4!'DIA SS ALLEN F
WRENCH PLUG, TYP
01 usl_u
WA, I
CV
CL
1 11/2"DIA SS ROD
SS PL 3 x3 x3//8
3/
3/8" DIA xO'-4�'
STUD ANCHORf
_r__ — 5* TYPICAL SEAT DETAIL
AND EACH SIDE OF LIFT
SLAB
2" x 3/8" FLATBAR
LIFT SLAB SEAT DETAIL
Ko'cl�
SCALE: 3"=1'—O"
I SLAE
LE NONE
1/2"DIA xO'-6"
STUD ANCHOR.
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STUD ANCHORS
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Kl , —6 , @ 12" OC
DIED TO ANGLE.
K BAR AS
JIRED AT
RIOR WALL
1" DIA WELDED PEAR
LINK, GALV.
3/8"GALV PROOF COIL
CHAIN, TYPICAL
—1/2"HEAVY DUTY GALV
STEEL FOUNDRY HOOK,
TYPICAL
r
D DRAWIN CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SASI
WETVALLY LT DETAILS
40.1 PARKING AREA
DESIGNED:
DATE.- 2 / 9 3 FILE NAMES502
1 DRAWN:
GHECkEDf
SCALE: AS SHOWN FIELD BOOK: PAGE:
LN (0 REVISION 1 APPIR, DX,L APPROVE SHEET 12 OF: 13
A DIRECTOR OF PUBLIC WORKS
by
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WP 30 -;042