HomeMy WebLinkAboutD-20420C2" DIA VENT
RUN TO i
HYDRANT i
H12 AND
SECURE 3
TO GUARD
POST
TYP EA WASTE _
OIL TANK
OIL
_ L SKIMMER I
PROVIDE "LINK SEAL"
WALL SEAL AT I�
OPENING LIFT SLABS
! ABOVE
I
i
I
2 � I
COALESCING
2-WASTE PLATES
OIL LINE
i
10" DIA DI
I
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I
I
PLUG VALVE a c D
FLEX COUPLING < LADDER (RUNGS,
SEE 6
14 "x10" REDUCER
(PExPE) 5501
111/4* BEND
14" DIA DI ---------
,/ As
,V
WETVALILT — PARTIAL PLAN 1
SCALE: 315'=V-0" 5500
WATER —TIGHT 24 "DUCTILE
FLOOR BOX & GENERAL NOTES:
IRON FRAME AND LOCKING
COVER. OLYMPIC FOUNDRY
MODEL MH30W /T OR EQUAL
1 1/2 7RETURN, LSEE
12" CEMENT CONC / TYPICAL
12" CEMENT CONC INTENDED TO BE A COMPLETE AND FUNCTIONAL
PAVEMENT
SUPPORT
PAVEMENT FACILITY, WITH MANY OF THE DETAILS TO BE
i`
-H MAX WS EL i 6.3±
VENT
MiN WS EL 14.6
I
ND FLxFL
° �� ALL DETAILS, MODIFICATIONS, AND CHANGES
SLOPE LINE
�—
#5 @12 "EW
AS REQUIRED
I COORDINATE
COALESCING PLATES
SEE 1
5501
LOCATION WITH
OIL SKIMMER
MFR
SLIDE GATES
TYP EA SIDE ,
// _
GEOTEXTILE
bo`�2 EL 8.60 a
°
of
in
SEE DETAIL
7/S501
o'
oB o6 r� ��
a°
8
r
TYPE R
CRUSHED ROCK
SEE DETAIL
7/S501 E D �
LINED WASTE OIL RESERVOIR
FABRICATED FROM 3/16 "THICK
STAINLESS STEEL PLATE W/
3%8 "DIA x0' -4" STUD ANCHORS
618"OC EA WAY. STRUT AS
it
REQUIRED DURING CONCRETE
PLACEMENT.
4 DNA PORT
TYP EACH END
d„
18"! I 17' —T
- -L -.
—
IE =14.60
SECTION 2
=
SCALE: 315'=l'—O" —
owp —w 2042
FLOOR BOX & GENERAL NOTES:
OPERATOR
1-THE DESIGN SHOWN ON THE DRAWINGS IS
OPERATOR
12" CEMENT CONC INTENDED TO BE A COMPLETE AND FUNCTIONAL
SUPPORT
PAVEMENT FACILITY, WITH MANY OF THE DETAILS TO BE
PROVIDED
OQR_
< 10" DIA 90'
° THE CONTRACTOR BEBRESPO RESPONSIBLE
ND FLxFL
° �� ALL DETAILS, MODIFICATIONS, AND CHANGES
�—
REQUIRED TO RESULT IN A COMPLETE AND
-
4" DNA PORT'S
(5 TOTAL)
// _
MAX WS EL 16.31
PLUG VALVE FUNCTIONAL INSTALLATION_
of
in
In
Z
END PLUG W/
"
— —''
MIN WS EL 14.6
I
4 DNA PORT
TYP EACH END
-- — _ —
- -L -.
—
IE =14.60
=
8"
10" DIA
I
10" DIA TEE
I
a t
/
- PIPE SUPPORTS,
TYPICAL
a < EL 8.6
SLIDE GATES,
TYP
o s a $oq $a
oQC9 ea
" T YPICAL
TYPICAL
Q,
3 NOMINAL 5' SEAT DETAIL
� 8
AND EACH SIDE OF LIFT
SLAB
3/8" DIA xG' -4"
27x 3/8" FLATBAR
SECTION 3
STUD ANCHORS @12"OC
I
SCALE: 3IE =i' -0' —
3/16
6
°
1 /2" DIA x0' -6"
STUD ANCHORS
_
@1 270C T &B
2— #8 TOP
j #4 46° EA WAY
1/2 'DIA x0' -6'
a
<
rn
STUD ANCHORS
C',
<
3/8 7BENT PLATE
@2470C
L--#5 @6 "EA WAY
b
#4 @3 1 /2 OC
L4 x4 x3/8 WITH
#5 x1' -6„ @12 "OC
3; 8" WELDED TO ANGLE-
-
HOOK BAR AS
5— #9 BOT
REQUIRED AT
1 _ #6
EXTERIOR WALL
#4 @7-OC
LIFT SLAB SEAT DETAIL 6
SCALE: S' =1' —Y' —
1 "DIA WELDED PEAR
LINK, GALV.
I
�
LIFT SLAB /EDGE BEAM 4
N
SCALE:
0 12"
3/8 "'GALV PROOF COIL
H
TYPICAL
o Q' CHAIN, TYPICAL
z 3/4" DIA SS ALLEN
a Q
D
WRENCH PLUG_ TYP
j PROVIDE 3/ 4°DiA LIFTING
EYE BOLTS (4 TOTAL)
1 1 /2'DIA SS ROD
L
1/2 "HEAVY DUTY GALV
I
I� 1/4
STEEL FOUNDRY HOOK,
I TYPICAL
A
N
'
DRILL FULL DEPTH SS PL 3 x3 x3/8
'
LIFT SLAB SLING (1 REQ'D) 7
AND TAP AS SHOWN
SCALE: NONE
Des7,042 —
rD DRA`AUls�- v�
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
LIFTING
c `- ,_
WETVAULT DETAILS
INSERT (4 PER SLAB) s
€ Y �g .ATE_2J31`� ^'
_
4 -01 PARKING AREA
SCALE: 1 =1' -0
DESIGNED:
�DATE : 2/93
FILE NAME: S502
1.1EAPPRO"
DRAWN:
CHECKED:
EAS S HOWN
DELD BOOK: PAGE:
NO REVISION
BY I APPR. (
ED:
SHEET: 12 OF: 13