HomeMy WebLinkAboutW-3752046" BUILDING SEWER PIPE
WITH 6" SIDE OUTLET
6" SIDE SEWER AND 61111 DING SEWER
1!3:5 MIX
CONCRETEBLOCKING
PROPERTY LINE
3._0..
FUTUREBUILDING,SEWER
0........ .._
4" STUD MD
6"XCXC WE
WHILE W111iTHEZSURFACECLEANOUTW17H3' HIGFESLACCASTIRONRING & COVER MINNAPPED AROUN
EAST JORDAN IRON WORKS EXTENDED TOTE2976ORAPPROVEDEQM,
d SPECIFY "SEWER" ON LID
SEE STD. PLAN 403.1 FOR
WIRE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS'
A VITRIFIED CLAY MAIN - CUT IN ANEW SECTION OF SENOR MAIN AIN
A NEW TEE USING FLEXIBLE COUPLIN0$
FERNCO OT APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WTH
A NEW TEE USING FLEXIBLE COUPLINGS
FERNCO DR APPROVED EQUAL)
C. PVC MAIN - CORE -DRILLED WITH A RWAC SADDLE (OR APPROVED.
EQUAL) OR CUT IN A NEW TEE USING RIM COUPLINGS.
D. DUCTILE IRON MAN; - CORE -DRILLED WITH A RC AC SADDLE (OR
APPROVED EQUAL)
E, MANHOLE CONNECTION ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED, KNOCk-OUTS OR THE
STRUCTURE SMALL BE CORE DRILLED..
60" ALLOWABLE MAX,
FOR CAST IRON .PIPE
OR DUCTILE IRON PIPE:
61' SIDE OUTLET TEE
6" MIN. MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 1S
ELEVATION
NOTE:
UNLESS OTHERWSE SHOWN ON PLAN, .SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
MAIN
27< MIN 'SLOPE.
HORIZONTAL
PUBLIC WORKS STANDARD SIDE SEWER SID. PLAN - 4181
DEPARTMENT INSTALLATION
SEWER MAIN TO PROPERTY LINE). JANUARY. 201 3
RECESSED
LIFT POCKET
11 N.C. SOCKET HD 2" A,C 2'- 0"
SCREW t Ya• LONG
F
LI (BRONZE OR S.S.) r '
r X 2" RAISED PADS
6" CONCRETE
CLASS 3000SAND OR
EXPANDABLE
FOAM
12 4" -
WATER TIGHT
4
PLUG
g" r
45'(1/8) BEND
r _ i
Ix
2" .
t
71..
SSP
12
14" ti
OJ.
CAST IRON RING AND COVER
Cl P? pipE MATERIAL -a5 SPECIFIED
BY THE ENGINEER
AS (I/e) BEND
LFSES,
I. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC.
N6, 3698 OR 'EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY,
2. IN _UNIMPROVED AREAS; POUR A1'-0' THICK, 2'-0-. SQUARE
CONCRETE, CLASS. 3000. PAID AROUND. THE RING AND. COVER.
PUBLIC WORKS a OR 6 INCH CLEAN-OUT
8M. PLAN - 403'1
DEPARTMENT FOR SANITARY SEWER MAINS
SEPTEMBER 2013
ITS
Standard Side Sewer Installation Sanitary Sewer Cleanout 01
310 FT
EXISTING: WATER UNE
TESTING DETAIL
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING;
NEW 'WATER
VERTICAL CROSS. (MJXFL) FOR POLYPIGGING
1 -BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1 -BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER
EXIST. WATER LINE
AFTER ALL. TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
PUBLIC WORKS I
CONNECTION TO WATER MAIN
DEPARTMENT EXISTING TEE OR END LINE CAP
STD. PLAN - 300.5
MARCH 2010
ITS
3ConnectiontoWaterMain
W-375204
Approved By: — -ftp — Date: 37 /.r. zo
Approved By: Date:
Approved By: Date:
ITS ITS ITS
Not Used 4 Not Used 5 Not Used6Not By: Date:
C J1U-
ARCHITECTS
H A
CONSULTANT
COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
ACONSULTINGSTRUCTURALAND CIVIL
ENGINEERING CORPORATION
STAMP
REVISION NO.
Q PERMIT RESUBMITTAL
QZ PERMIT RESUBMITTAL
A PERMIT RESUBMITTAL
Renton Highlands
Library
Renton WA
ISSUANCE
BID DOCUMENTS
PROJECT NUMBER
C131436-01
DATE
SEPTEMBER 9, 2014
SCALE.
As Shown
DRAWING TITLE
UTILITY DETAILS
SHEETjNUMBER
C-410
DATE
5/19/14
7/11/14
9/9/14
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