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8" DIA PVC SAN SEWER
48" DIA CPEP SD
E 15.46'
14" STEEL CASING
8" PVC IE 14.51'
ENCASE 13 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
SSMH #1
48" DIA MANHOLE
! r
14" STEEL CASING
8"PVC IE14.55'
48" DIA CPEP SD
E 15.46'
TYPE 2 CATCH BASIN, 84" DIA
CASING DETAIL, THIS 8" DIA PVC SAN SEWER
SHEET., - CORE DRILL AND CONNECT
TO EXISTING MANHOLE.
'f RECHANNEL MANHOLE.
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18" SS
MH2383, 48 DIA
PLAN
INSTALL ADJUSTMENT RINGS STANDARD SOLID LOCKING
AS NECESSARY, 4" MIN., RING AND COVER
16" MAX. HEIGHT
IE 14.7'
FILL CB SUMP TO
IE OF 48" PIPE
WITH CONCRETE
SEE SHEET SDO8
FOR TRENCH
BACKFILL DETAILS
m
401,
' PROFILE
1 DETAIL
SCALE: 1 °"=4'
RvSEWATER d
CLIENTS I PEOPLE PERFORMANCE
1201 TARO V. E E. SUITE 15-1
S_ATT_- •AAE ":;TON 95101 _;03'
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454 OO FAX: (425) 4544 0
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
14" STEEL CASING
8" PVC IE 17.30'
TYPE 2 CATCH BASIN
84" DIA
EX 10" W
39.5" TO CROWN
�i
SSMH #3, 48" MANHOLE
12" DIA CPEP SD
C7�B7 #4Ar�
} 22" X 26f,
I I CON C INLET
14" STEEL CASING
I I 48"' CPEP S❑
8" PVC IE 16.48' I I ry IE = 16.35'
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I I M H 2181
PLAN 54" MANHOLE
ENCASE 12 LF 8" DIA
PVC SAN SEWER IN 14"
DIA STEEL CASING. SEE
CASING DETAIL, THIS
SHEET.
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
EX 10"
f 39"
IE 16.35
SEE SHEET SDO8
FOR TRENCH
BACKFILL DETAILS
m
STANDARD SOLID LOCKING
RING AND COVER
r
PROFILE
4 DETAIL
SCALE: 1 "=4'
oE�cWE� SCALE' vmIm
KOWM
IL ®RAIJ1i
CHECKED: OWE wcH
Y DE LWI AT FULL QfJI F
NCH
ADDENDUM NO. 1 WRE 07/09WAPPR
C NOT ONE NQ-
APPROVED: SCALE I�CORGNGLY
NO. REVISION BY DATE LOMITH
VEtzncw MVD 1988
HORTIOWTkL- WAD 1983/1991
DATU M
1. LOCATE CATCH BASIN SUCH THAT KNOCKOUT FOR STEEL CASING
SEPARATED FROM 48" DIA. CONCRETE PIPE KNOCKOUT BY 1'
HORIZONTAL, MINIMUM (AS MEASURED ON INSIDE WALL OF
STRUCTURE). CATCH BASIN TO HAVE KNOCKOUT PROVIDED PRIOR TO
DELIVERY TO PROJECT SITE.
2. STEEL CASING SHALL EXTEND 2 FT. BEYOND BOTH SIDES OF OUTSIDE
SURFACE OF CATCH BASIN.
3. PROPOSED PVC CARRIER PIPES SHALL EACH BE OUTFITTED WITH
CALPICO MODEL M SPACERS OR APPROVED EQUAL. SEE CASING
INSTALLATION DETAIL ON THIS SHEET.
4. CARRIER PIPE SHALL HAVE RESTRAINED JOINTS WITHIN ENCASEMENT
PIPE.
5. CATCH BASINS SHALL BE EQUIPPED WITH LADDER RUNGS PER THE
SPECIFICATIONS (NOT SHOWN ON PROFILE FOR CLARITY).
6. SEE SPECIFICATIONS FOR ADDITIONAL DESIGN AND CONSTRUCTION
REQUIREMENTS.
PLACE END SPACER MAXIMUM OF ONE
(1) FOOT FROM END OF CASING (TYP.)
STEEL PIPE CASING
MAXIMUM DISTANCE
BETWEEN SPACERS
SHALL BE SIX (6)
FEET 0. C.
1 r
CASING SPACERS SHALL BE
MAXIMUM OF ONE (1) FOOT
FROM EACH SIDE OF PIPE
JOINT (TYP.)
SEAL END OF CASING WITH NEOPRENE CASING END
SEALS (CASCADE END SEALS OR APPROVED EQUAL)
CARRIER PIPE (PVC, SDR 35)
CASING SPACERS
CARRIER PIPE DIAMETER 6'" 8""
CASING DIAMETER 12"' 14"
MIN. CASING THICKNESS 0.25" 0.25"
SPACER BAN ❑ WIDTH 8" 8'"
ANTICORROSION COATING THICKNESS:
CASING — 12 MILS ❑FT
NOTES:
1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. MINIMUM
RUNNER WIDTH SHALL BE 2 INCHES.
2. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE
WALL AT ALL TIMES.
B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF
CASING WALL TO PREVENT JAMMING DURING INSTALLATION.
SEINER CASING DETAIL
N T'S
r CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
RAINIER AVE S (SR 1 B7)
IMPROVEMENTS PROJECT
REIDEOM:
PHASE -I PAGE;
SHATTUCK AVE S STORMINATER BYPASS DRAWING NO:
S I RM DRAINAGE& LMLMES S
DETAILS SHEET a