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8" DIA PVC SAN SEWER
- SSM H #1
i48" DIA MANHOLE
\ 14" STEEL CASING �jj
48" DIA CPEP SD ----�
/ 14" STEEL CASING 8" PVC IE 17.3000
E 15.46'1�1
8" PVC IE 14.55' TYPE 2 CATCH BASIN - -
48" DIA CPEP SD 84 DIA
\ / \ IE 15.46' \ /
EX10" W
39.5" TO CROWN
14" STEEL CASING------------�
8 PVC IE14.51
ENCASE 13 LF 8" DIA - TYPE 2 CATCH BASIN, 84" DIA
PVC SAN SEWER IN 14" 14" STEEL CASING
DIA STEEL CASING. SEE i _ i
CASING DETAIL, THIS --- - 8" DIA PVC SAN SEWER 8" PVC IE 16.48 w
SHEET. \
CORE DRILL AND CONNECT ;
i TO EXISTING MANHOLE.
RECHANNEL MANHOLE.
f j '
MH2383, 48" DIA
---MH2181
PLAN 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
T. 0. S.
I E 14.7'
FILL CB SUMP TO
IE OF 48" PIPE
WITH CONCRETE
SEE SHEET SD08-
FOR TRENCH
BACKFILL DETAILS
STANDARD SOLID LOCKING
RING AND COVER
RIM EL 23.8'
INSTALL ADJUSTMENT RINGS
AS NECESSARY, 4" MIN.,
16" MAX. HEIGHT
T.O. S.
EX 10" WATER
39" TO CROWN
---
I
II �I lj I1
I1 I1 it Q 11
0 --J IE 14.5' 8"PVC IE 16.35 1 1 1 1
WITH 14 STEEL CASING
SCALE
ROSEWATER
CLIENTS PEOPLE] PERFORMANCE
1201 IHIND AVENUE, SUITE 1500
SEATTLE_ N1 S'-IINGTON 9H101 - 3033
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
PROFILE
APPROVED FOR CONSTRUCTION
CITY OF RENTON
Rol
SEE SHEET SD08
FOR TRENCH
BACKFILL DETAILS
ADDENDUM NO. 1
REVISION
'ROFILE
SSMH #3, 48" MANHOLE
12" DIA CPEP SD
iJ
Z
CB #4A
2211 X 26"
CON C INLET
- 48" CPEP SD
IE = 16.35'
STANDARD SOLID LOCKING
RING AND COVER
-1.. - -
4 DETAIL
IE 12" 21.771
IE 17.7' 8"PVC WITH 14" STEEL CASING
DESIGNED:
I<8111091117H
DRAWN:
It E IF"
CHECKED:
M DE LLLA
WRE 07/09 KRS APPROVED:
BY I DATE APPR 1 K SMITH
SCALE: VARIES
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
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.
dw
12„I
-CASING SPACERS SHALL BE
MAXIMUM OF ONE (1) FOOT
FROM EACH SIDE OF PIPE
JOINT (TYP.)
\ 1
�SEAL END OF CASING WITH NEOPRENE CASING END
SEALS (CASCADE END SEALS OR APPROVED EQUAL)
CARRIER PIPE (PVC, SDR 35)
CASING SPACERS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CARRIER PIPE DIAMETER 6" 8"
CASING DIAMETER 12" 14"
MIN. CASING THICKNESS 0.25" 0.25"
SPACER BAND WIDTH 8" 8"
ANTICORROSION COATING THICKNESS:
CASING - 12 MILS DFT
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 0.751, 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.
SEWER CASING DETAIL
Nrs
R=342638
wit• 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 167)
IMPROVEMENTS PROJECT FIELDBOOK:
PHASE 1 1 PAGE:
SHATTUCK AVE S STORMWATER BYPASS DRAWING N0:
STORM DRAINAGE & UTIUTIES SDO6
DETAILS SHEET: X7 OF:j
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