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CupyghtO 2009 CPH ConsWuhurl, LLC. All RIgh. Reeerved I NO.
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JAMIE B. SCHROEDER, PE
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PETER EVANS
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JAMIE B. SCHROEDER, PE
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REVISION
BY
DATE
APPR
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CONSTRUCTION NOTES
1 6" SIDE SEWER CONNECTION, 2Y MIN. SLOPE PER CDR
SID. PLAN 406.1
%ll 48° SANITARY SEWER MANHOLE W/ FRAME AND COVER
�L,tJG PER CDR STD. PLAN 400.1 AND 401
EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
4Di SAWCUT EXIST PVMT.
QSANITARY SEWER CLEANOUT PER CDR STD. PLAN 403.1
GENERAL NOTES:
1. THE INVERT ELEVA77ON FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNEC7ION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVA77ON AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVA77ONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS N07ED
OTHERWISE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUC77ON
MEE77NG WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND BILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
5- 352201
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1' CONSULTANTS
Site pPoming • (iril Engineering
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118 '[` J VI YOU DIG Kirkland, WA 98033
Phone: (425) 2852390
CALL 4245555 FAx 14258 za523as
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"u >•3- R E N TO N ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS no "t
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DATUM Ponning /Building /Public Works Dept, SANITARY SEWER PLAN AND PROFILE C3.01A
ALTERNATE A 19 "29
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