HomeMy WebLinkAboutS-23230FFINISH GRADE
ROMAC 501
COUPLING OR
EXTEND POLYETHYLENE APPROVED EQUAL
ENCASEMENT TO COVEk 6" DIA HUBLESS CAST
CONNECTION COUPLING IRON BUILDING SEWER 5
8" DI SEWER
6' DI SEWER / AND CLEANOUT M (REFER 3C80� j801
\ TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION) OR
368 3C801
POINT OF CONNECTION \
INVERT EL LOCATION J z
O J
8 x 6 DI IN 'REASER
(PUSH -ON JOINT)
DETAIL POINT OF CONNECTION
SCALE: NONE 3C24 3C801
10" DI
LATERAL
A
3C8013C801
ELASTOMI
CHECK V
10" (
ELASTOM
CHECK \
SEE MAC
NOTE 2
2" FM SUMP DRAIN)
CHANNEL
MH 24 -2
STD MH (MODIFIED)
"' DI
TERAL
O VI OWL OL"T,
DROP STRUCTURE NOT SHOWN
DETAIL SS MH 24 -2 3
SCALE: NONE 3C24 3C801
SECTION SS MH 24 -2 rA
SCALE: NONE 3C 8013C801
MANHOLE
W CHANNEL 8" DI
10" DI SS
ELASTOMEf
CHECK VA
SEE MANN
NOTE 2
SIDE SEWER BUILDING SEWER
NO -WAY
LEANOUT
TTING
DETAIL TWO -WAY CLEANOUT DETAIL 5
SCALE: NONE 3C24 3C801
} MH CHANNEL
8" DI
SIDE SEWER
SS MH 29 -1
48" STD MH
2 "" FM (SUMP DRAIN)
8" DI ELASTOMERIC
SIDE SEWER CHECK VALVE
8
3C8013C801
DETAIL SS MH 29 -1
SCALE: NONE 3C29 3C801
SECTION SS MH 29 -1 B
SCALE: NONE 3C8013001
d
M*
W
MANHOLE
IW CHANNEL
- 8° DI SS
6" MIN
m
} - - MANHOLE WALL o
a
y o
6 " PAIN \
PLAN A
8" DI TEE °
ONE LENGTH OF DIP MANHOLE WALL
TO SOLID BEARING
WHEN SPAN IS
MORE THAN 4'
i/Z BLIND FLANGE
GROUPS A, B, C & D AND WARRICK CONTROLS
SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL.
AS DAM
n
IE 9 TEE
CLEANOUT AT
SEE DRAWING 3C24
m
x
FLEXIBLE
O
a
JOINT \ MANHOLE WALL SHALL BE CORE-
DRILLED FOR KOR -N -SEAL BOOT (TYP.)
m
W
i
D
U
A
in
8" DI W/ 4 SHACKLE RODS
BACKFILL WITH
COMPACTED MATERIAL
Q
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AS DIRECTED BY 6
ENGINEER
MIN
A
m
m
x f
x
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CAST -IN -PLACE
MH CHANNEL
D
v
CONCRETE BLOCK
8° DI 90' BEND
(MJ x PE)
E DROP
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=
m
i' SEE DRAWING 3C24
N
TYPICAL MANHOLE
SECURE RGS CONDUIT TO MH WALL.
D
o
0
FOUNDATION CONSTRUCTION
RUCTION
Z
ELEVATION
M
DETAIL
DROP CONNECTION Z
CLEANOUT
SCALE: NONE
3C24 3C801
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MANHOLE NOTES:
1. STANDARD MANHOLE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY OF RENTON STANDARD
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PLAN 8071, WITH DIAMETER AS INDICATED.
N
3�
3 m
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2. BACKFLOW PREVENTER MANHOLES SHALL BE
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CONSTRU ^,TED SUCH THAT CHECK VALVES ARE
oo
REMOVABLE FOR MAINTENANCE. CHANNELING SHALL
mil
° z
NOT INTERFERE WITH ANCHORAGE OR OPERATION OF
THE VALVES.
ED RIGID STEEL ELBOW.
30 0 0
® EXPLOSION -PROOF SEALING FITTING FOR CLASS 1
O
0
GROUPS A, B, C & D. LOCATE WITHIN 2" OF J -BOX.
0-5
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ED CAST J - -BOX 6x7x4 1/2" SUITABLE FOR CL. 1
1
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0
0
J
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p V
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N
W
GROUPS A, B, C & D AND WARRICK CONTROLS
SERIES 17 INTRINSICALLY SAFE INTERFACE CONTROL.
n
CLEANOUT AT
GRADE
l� PIPE MOUNTED MERCURY TILT FLOAT SWITCH, WARRICK
a
CONTROLS SERIES F OR APPROVED EQUAL. INSTALL
FLOAT TO ACTIVATE ALARM AT OPERATING LEVEL
>
K
EL 10.0. INSTALL IN ACCORDANCE WITH
(n
Z
MANUFACTURER'S INSTRUCTIONS.
D
.
G
=
m
SECURE RGS CONDUIT TO MH WALL.
D
o
a
�u
M
CLEANOUT
® CROUSE HINDS TYPE CBG CABLE FITTING.
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FITTING
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°
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SIDE SEWER BUILDING SEWER :RECOMMENDED BY
�
I FOR APPROVAL eY 1
v
F�� d SCE *s-- sew®a® — -- -- -moo'
O
DETAIL
CLEANOUT DETAIL
6
SCALE: NONE
3C29 3C801
tiP 1Pj` RECORD DRAWING INFORMATION COMPILED
-BU
LT
22 FROM CONTRACTOR'S RECORDS. LICENSEE
IS NOT RESPONSIBLE FOR ACCURACY OR
rSIONAL �� COMPLETENESS OF CONTRACTOR'S RECORDS
0a---- s- i-- I -_ - ---
EXPIRES: 06/05/'00 , RECORD D R A W I ICI G s
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