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SEE ARCH. PLANS SEE ARCH. PLANS
REACTION PAD-6" CONC. DUMPSTER PAD-6" CONC.
BIT. PVM'T.
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6x6-65/6 WWF
4" INDOT #8 STONE
2-#6x9'-8" 0 4"o.c.
8" SECTION A-A
COMP. AGGR. BASE
DUMPSTER PAD DETAIL
NOT TO SCALE
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Dwe: Var,u(;l TC Sn-
bc irstu,
MANHOLE CASTING TABLE
LOCATION
MODEL
12* MAXIMUM
_ 14
10* MINIMUM
IT
COVER
18" INCHES OR MORE ABOVE
100 YEAR FLOOD ELEVATION
OF ALL WATERWAYS
EAST JORDAN 1022ZIGS
OR NEENAH R-1772
HEAVY DUTY SOUD
OR CASTIN PLACE AE- LOK OR
EAST IOItDAN 1022ZIPT
51 MIN
UM FROST LINE
LESS THAN 18" ABOYE leO
YEAR R" ELEVAMON
OF ALL WATERWAYS-
G*PVC
EFFLUENT
!EAYY BU
LID
OWNERSHIP
LETTERING
PRIVATE
*SANITARY SEWER'
0
L! c
30" MINIMUM TO
5o
RPPORT-
78' MAXIMUM
di
OF THE WASTE WATER FLOWS.
CONSULT CTRWD PRIOR TO SHOP
Is. T
MINIMUM UQUID DEPTH MAY BE
-1 7,
REDUCED ON A CASE-BY-CASE
BASS AS APPROVED BY CTRWD.
12- MINIMUM CRUSHED 08 STONE MAT
FOR LEVEUNG AND SUPPORT
4�
P
Dwe: Var,u(;l TC Sn-
bc irstu,
MANHOLE CASTING TABLE
LOCATION
MODEL
12* MAXIMUM
_ 14
10* MINIMUM
IT
COVER
18" INCHES OR MORE ABOVE
100 YEAR FLOOD ELEVATION
OF ALL WATERWAYS
EAST JORDAN 1022ZIGS
OR NEENAH R-1772
HEAVY DUTY SOUD
OR CASTIN PLACE AE- LOK OR
EAST IOItDAN 1022ZIPT
51 MIN
UM FROST LINE
LESS THAN 18" ABOYE leO
YEAR R" ELEVAMON
OF ALL WATERWAYS-
G*PVC
EFFLUENT
!EAYY BU
LID
OWNERSHIP
LETTERING
PRIVATE
*SANITARY SEWER'
3/8' x 3* STAINLESS STEEL
ANCHOR BOLTS (TYPICAL)
FINISHED GRADE
(SLOPE AWAY
GRADE
FROM CASTING)
'n
4' PRE-CAST CONCRETE ADJUSTING RING
MINIMUM (1) (TYPICAL)
PRE-CAST CONCRETE
ADJUSTING RING
OR FLANGE OF
CASTING
KENT SEAL
INFLUENT--m-
JOK DLi6L %
ALL JOKM SHALL BE SEALED BY A I/r OR
3/4TCWWI ANWO REM WM REM
C010M SEALANT M" Off== TO AST11 C
SK 0011ROM AND IMOMESS W MAIM
SHALL BE DO MM ON SEASON OF OWALLAIM
AND AS DREM BY ClRl& cmnRwm WALL
=9 ALL KTOW MIS VNIH WON-SIM
TO UNDISTURBED EARTH (12' MINIMUM)
*CLEAN* SAND BACKFILL TO INFLUENT AND
EFFLUENT PIPES
NOTE: TOP OF CASTING SHALL EXTEND
0.20 FEET MINIMUM ABOVE FINISHED GRADE.
UNLESS APPROVED BY CTRWD. CASTINGS MUST NOT
BE WITHIN ONE g� FOOT HORIZONTAL DISTANCE
OF MY PAVED CONCRETE SURFACES.
• 2'-0' &IINIMUM
3-0' MAXIMUM
DIAM FOR C07 Q
TYPICAL ( SMX'VJK
PVC
rAT
-11" TYPICAL
12* rINIMUM
8" OPENING
12* MAXIMUM
_ 14
10* MINIMUM
IT
DRILLED OPENING
RLN
WITH RESILINT CONNCTOR
E
2013.00569
OR CASTIN PLACE AE- LOK OR
51 MIN
UM FROST LINE
(TYPICAL ALL PIPE PENETRATIONS)
G*PVC
EFFLUENT
LIQUID DEPTH
OF INTERNAL OR EX7ERNAI. JOINTS.
30" MINIMUM TO
1/4- STAINLESS STEE.'
RPPORT-
78' MAXIMUM
di
OF THE WASTE WATER FLOWS.
CONSULT CTRWD PRIOR TO SHOP
Is. T
MINIMUM UQUID DEPTH MAY BE
REDUCED ON A CASE-BY-CASE
NOTE
1) INTERCEPTOR /SEPARATOR SHALL CONFORM
TO ASTM C 478 UllUZING 4,000 PSI
CONCRETE.
2) EXTERIOR INSTALLATION MUST BE
CONCRETE OR CAST IRON.
STEEL INTERCEPTORS/SEPARATORS
SHALL ONLY BE INSTALLED INSIDE
A BUILDING.
3) CONTRACTOR MAY SUPPLY
INTERCEPTOR/SEPARATORS AS
MANUFACTURED BY JAY R. SMITH
MANUFACTURING COMPANY SERIES 8500.
IF INTERIOR INSTALLATION UTILIZED.
FRAME AND COVER
(SEE MANHOLE CASTI NG
TABLE FOR DETAILS) (TYPICAL)
24' RCP RISER
05/17/2013
DRAWN BY.
Jcs
DRILLED OPENING
RLN
WITH RESILINT CONNCTOR
E
2013.00569
OR CASTIN PLACE AE- LOK OR
CTRWD APPROVED EQUAL
,zCORE
(TYPICAL ALL PIPE PENETRATIONS)
G*PVC
EFFLUENT
NO CORE .WILL BE PERMITTED WITHIN 6'
OF INTERNAL OR EX7ERNAI. JOINTS.
6' REINFORCED CONCRETE
DISTANCE MAY BE INCREASED
BASED ON THE CONSTITUENTS
di
OF THE WASTE WATER FLOWS.
CONSULT CTRWD PRIOR TO SHOP
DRAWING SUBMITTAL
MINIMUM UQUID DEPTH MAY BE
REDUCED ON A CASE-BY-CASE
BASS AS APPROVED BY CTRWD.
12- MINIMUM CRUSHED 08 STONE MAT
FOR LEVEUNG AND SUPPORT
02 STONE AS REQUIRED BY CTRWD FOR
UNSTABLE SOIL CONDITIONS - DEPTH TO
STABLE GROUND PER CTRWD.
OUTSIDE DIAMETER + I' FOR PRE -CAST
NOTE:
1) SIZE AS PER CODE OR LOCAL REQUIREMENTS. THE SIZING
METHOD FOR ALL STRUCTURES MUST BE APPROVED BY CTRWD.
2) THE BAFFLE ORIENTATION WILL BE DEPENDENT UPON THE
APPLICATION. SIZE TO BE 1,000 GALLON
3) SHOP DRAWINGS MUST BE SUBMITTED TO CTRWD FOR REVIEW
AND APPROVAL
EXTERIOR INTERCEPTOR /SEPARATOR DETAIL
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DATE:
05/17/2013
DRAWN BY.
Jcs
CHK'D BY.
RLN
JOB NO.
2013.00569
REVISIONS
SITE
DETAILS
SHEET NO.
C-601
OF