HomeMy WebLinkAbout406.1 DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3
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�------EX. SEWER MAIN
I PROPERTY LINE
I�r SPOOL Z
(LENGTH AS NEEDED) 3' 0" MIN.
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6" SEWER STUB ;n MitFUTURE 4" SIDE SEWER
EiI IMI[i[oi;ll�ic IDE 3
1 II t f \- 2'•x 4" STUD MARKING POST PAINTED
t • 6" CAP WHITE WITH THE WORD "SEWER" STENCILED
Il
`SEWER MAIN TEE X 6" TEE I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK z WRAPPED AROUND THE STUD AND
ii w\ I al EXTENDED TO THE TOP OF THE STUD.
I i ` COUPLING (TYP.) L_J L J : Q
t�.J 13
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
I r APPROVED EQUAL, SPECIFY "SEWER" ON LID),
• o CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAO.
III CONCRETE PAD TO BE 8" IN DEPTH.
1
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T-J r >` T
BEND AS 8'
REQUIRED
EXISTING SANITARY
SEWER MAIN 2 0% MIN. SLOPE
\_ FUTURE 4" SIDE SEWER
�6" SEWER STUB �6"X6"X6" WYE FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE-DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE-DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING
"STRONG-BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F. HDPE - CORE-DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OUTS OR THE STRUCTURE
SHALL BE CORE-DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL.
NOTES:
1. PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
2. UNLESS OTHERWISE 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.
3. SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR.
4. FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT. SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME. DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
5. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110.2.
6. THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405.
7. ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON.
`.'(V °< SIDE SEWER STUB • STD.PLAN-4016.1
• PUBLIC WORKS j INSTALLATION AP� t$g°'
DEPARTMENT Martin Pastuch '26/202c 1 12:
(SEWER MAIN TO PROPERTY LINE) �nw.8BAS$3F098B4490_
Pubic WorY.AAmini,tr.br DATE