HomeMy WebLinkAbout406.2 DocuSign Envelope ID:345B681 D-914F-4F2D-AB59-7C192D3B78A3
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ALL 90' TURNS SHALL BE ACCOMPLISHED—
BY MEANS OF A WYE WITH CLEANOUT AND
4" BEND AS REQUIRED (NO GREATER 45' BEND. TWO 45'BENDS SHALL NOT BE
THAN 45'BEND). EVERY 2ND CHANGE 4" CLEANOUT WYE WITH ACCEPTABLE. (SEE NOTE 11)
IN DIRECTION OR GRADE WILL REQUIRE 45' BEND AND PLUG.
1 A CLEANOUT WYE. (SEE NOTE 11) I (SEE NOTE 11) I I '�Q
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• i --3-0" MIN.
III I 4" SEWER PIPE
SURFACE CLEANOUT \ 4" SURFACE v (TYPICAL)
6"x 6"x6" WYE a \\ CLEANOUT 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407) WYE 4" TEST TEE WITH AND 3. MINIMUM UNE SIZE FOR
4" WYE WITH II PLUG FACE UP II OTHER THAN SINGLE FAMILY IS 6"
II R.O.W. LINE CLEANOUT _La _ I ; R.O.W. UNE
`3' MIN. to lO ioTYPICAL)
o 06"x 4" REDUCER 0
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MAIN SEWER LINE w 0 w w
NOTES:
z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1. PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A
OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE-SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF
o PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT,
b z DEVICE SUCH AS CLEAN CHECK EXTENDABLE
I a BACKWATER VALVE OR APPROVED EQUAL SHALL BE
111 INSTALLED. 2. FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE.
m THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT.
4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE
z z ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME. DO NOT
o ' BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR.
LLJ SURFACE CLEANOUT
m 4"x 4"x4" WYE 3. SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 WITH RUBBER
4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC
WORKS DEPARTMENT.
PLAN
BUILDING DRAIN FOR 4. A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED
LOW ELEVATION HOUSE WITH A 4" PIPE. IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED.
WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE
MAIN TO 5 FEET CONTRACTOR MAY INSTALL A 6' DIAMETER SIDE SEWER AT NO LESS
R.O.W. LINE R.O.W. LINE TO CLEANOUT MAX THAN 1x
SIDE SEWER BUILDING SEWER BUILDING 5. INSTALL SIDE SEWER WIN 2' MINIMUM COVER. 18" COVER IS ALLOWED
STUB
3 FEET MIN. �-- DRAIN AT THE HOUSE IF OUTLET IS SHALLOW.
I/-. 110_3
\ 6. ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN
\ ACCORDANCE WITH STANDARD PLAN 405.
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of ((( o) O4` A NA �A• A
L-J m ' rNmi< ' c - x >x • 0)x,o m 7. WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT
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om o v y n ? mi At v F x> o m O HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL
MO 0�o mm -o •A- c-x z o •.- pm OTHER UTILITIES.
rn2 „O_, rn UIn Z p m >> G) Z 0 0m 'a
z n m m 8. SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE
g z w 8 a m 0 > > Q el TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANOUT
I Io z m- c > AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH
m 1 m - '-g y C m -i ,,Z WATER TO THE TOP OF THE RISER PIPE. NO LOSS OF WATER SHALL
rnm I a, m •
mm 0 OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE
.. x' zz c CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL
o
rn m COMPLETION OF THE LEAK TEST.
"O1 -o 9. THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER
mPLAN STANDARD PLAN 406.1. THE CLEANOUT AT THE BUILDING SHALL BE
BUILDING SEWER INSTALLED TO SURFACE GRADE. ALL OTHER CLEANOUTS SHALL BE
INSTALLATION INSTALLED TO WITHIN 12" OF THE SURFACE.
10. IF SIDE SEWER STUB IS NOT AVAILABLE. THE OWNER SHALL BE
RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 406.1.
ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A
LICENSED AND BONDED CONTRACTOR.
CALL 811 BEFORE YOU DIG 11. ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC
or go to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110.2.
www.callbeforeyoudig.org 12. ALL WORK SHALL BE ACCOMPUSHED IN ACCORDANCE WITH THE
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA).
TYPICAL BUILDING SEWER ;STaD:PLAN-406.2
• PUBLIC WORKS FROM PROPERTY LINE TO 26/2020 I 12:
'1� DEPARTMENT Martin PastucliW
'F-R't U" BUILDING CONNECTION .eB049 1FD98B449D...
Public Work"kdmlohtntor DATE