HomeMy WebLinkAboutTED4001812.2REVISIONS: REVISED PER THE CITY OF RENTON'S :REVISED PER THE CLIENT'S REQUEST :REVISED PER CITY OF RENTON'S :REVISED PER CITY OF RENTON'S 4-8-97
COMMENTS & REDLINES 7-12-95 DJW 6-13-96 DJW REDLINES 11-11-96 DJW COMMENTS 4-14-97 DGS
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60"0 CONC.
CATCHBASIN
2.0' MIN.
12'0 CMP
RISER.
12"0 N -12
OUTLET
PLAN VIEW
CB #3, (TYPE II - 60"0) W/ -
SOLID, 24"0, LOCKING COVER \.
RIM = 332.0
LADDER (PER KING CO.
STD. DWG. #2-006) ---
SOLID, 24"0, LOCKING LID
SHEAR GATE (PER KING LIFT ROD TO SHEAR GATE.
CO. STD. DWG. #2-026)
EMERGENCY OVERFLOW ELEV. = 325.94
. 11 t _'_ \
6" ELBOW O.F. ELEV. = 322.84
6" ELBOW ORIVFICE ELEV. = 322.34
,7u� ORIFICE DIA. = 2.46"
6" ELBOW O.F. ELEV. = 321.74
- 36"0 CMP
___. _ _.. -- . _......
6" ELBOW ORIVFICE ELEV. = 321.24
INLET r`
--- 2.0' MIN. ORIFICE DIA. = 2.51"
INV, (12" OUT(W.) & 36" IN(s.) = 319.94
FLOW RESTRICTION _
ELBOW. (TYP.)
ORIFICE ELEV. = 317.94
REMOVABLE, WATERTIGHT,
COUPLING. (OPTIONAL)
0.5' MINIMUM
ORIFICE ELEV. = (SEE RESPECTIVE DTLS.',
DRILL A SHARP EDGED, HOLE
IN A 12 GA. METAL PLATE WELDED
TO THE BOTTOM OF ELBOW.
2.0' MIN.
12"0 N-12
INLET
DRILL A 2.07" DIA. HOLE IN A
12 GA. METAL PLATE WELDED
TO BOTTOM OF RISER PIPE.
12" CMP RISER
ELBOW OVERFLOW. ELEV. _
(SEE RESPECTIVE DTLS.)
-� �- 0.5' MAXIMUM
6`+ CMP RESTRICTOR ELBOW
SCALE: 1' - 2'
24"0 ACCESS OPENING
THRU SAFETY GRATE.
r; LADDER (PER KING CO.
STD. DWG. #2-006)
s ' --- SOLID, 24"0, LOCKING LID
48 0 CONCRETE
ACCESS RISER.
12'0 CMP - - .,
RISER.- l
12"0 N-12 .......'`'"�
OUTLET
1
FLOW RESTRICTION --
ELBOW. (TYP.)
PLAN VIEW
SAFE
1
,l
36"0 CMP
INLET
r �
2.0' MIN.
TY LANDING GRATE.
CB #9, (TYPE II - 60"0) W/
SOLID, 24"0, LOCKING COVER
RIM = 348.0
SAFETY LANDING GRATE. -- --
WITH 24"0 OPENING
48"0 CONC. ACCESS RISER
EMERGENCY OVERFLOW ELEV. = 339.20
6" ELBOW O.F. ELEV. = 336.00
6" ELBOW ORIVFICE ELEV. = 335.50
ORIFICE DIA. = 2.19 `
6" ELBOW O.F. ELEV. = 334.80
6" ELBOW ORIVFICE ELEV. = 334.30
ORIFICE DIA. = 2.01"
INV412" IN(N.), 12" OUT(N.W.) & 36" IN(s.) = 333.20
}r, -- 12" CMP RISER
- FLOW RESTRICTION ELBOWS
f;r'Jf`j (SEE DETAIL THIS SHEET.)
i f �
I
LIFT ROD TO SHEAR GATE
111
•- �, '- 12" CMP RISER
FLOW RESTRICTION ELBOWS
(SEE DETAIL THIS SHEET.)
"J -SHEAR GATE (PER KING
- t r r,
CO. STD. DWG. #2-026)
/f
-;ffrr'i I
ORIFICE ELEV. = 331.20
DRILL A 1.84" DIA. HOLE IN A -
12 GA. METAL PLATE WELDED
TO BOTTOM OF RISER PIPE. 12" OUTLET --'
STRAP TO WALL
(3.0' O.C., MAX.)
GOLF OF 108"0 CMP DETENTION TANK
� I i
S 0.0000 (FLAT)
- TOP OF TANK
ELEV.= 339.20
F 108"0 CMP DETENTION TANK
I i i i
S = 0.0000 (FLAT)
CB #4, (TYPE II - 54"0) W/ --,
SOLID, 24"0, LOCKING COVER
RIM = 332.0
TOP OF TANK 2LF OF 2"0 D.I.P. -
ELEV.= 325.94 - INV. (12")
324.30
I
IN V. (36")
319.94
' f ;
BOTTOM ELEV.
= 317.94
R /8/2os
CB #10, (TYPE II - 54"0) W/-,,,,
SOLID, 24"0, LOCKING COVER \
RIM = 351.0
SAFETY LANDING GRATE. - -
WITH 24 0 OPENING
2LF OF 2"0 D.I.P. -� {
1..................
. �...........
5ipi
. r
INV. 12"
= 344.00
INV. 36"
= 333.20
BOTTOM ELEV.
= 331. 20
A. DI
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EXPOES: MAY 6, 1997
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92-11
PROJECT NO.
DJW
DRAWN BY
11-22-93
ISSUE DATE
1
04-14-97
SHEET REVISION
SOUTH DETENTION TANK CROSS-SECTION 1 rn)
SCALE: 1• - 4rFD- tic-is�z o
o PACIFIC ENGINEERING [DESIGN INC. o
CIVIL ENGINEERING AND
PLANNING CONSULTANTS
SOUTH DETENTION TANK CROSS-SECTION 1 rn)
SCALE: 1• - 4rFD- tic-is�z o
o PACIFIC ENGINEERING [DESIGN INC. o
CIVIL ENGINEERING AND
PLANNING CONSULTANTS