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CONSTRUCTION NOTES
�\ 6" SIDE SEWER CONNECTION, 2i MIN. SLOPE PER CDR
STD. PLAN 406.1
48" SANITARY SEWER MANHOLE W/ FRAME AND COVER
PER CDR STD. PLAN 400.1 AND 401
�\ EXTRA SHALLOW SANITARY MANHOLE PER CDR STD.
PLAN 400.3
SAWCUT EXIST. PVMT.
SANITARY SEWER CLEANOUT PER COR STD. PLAN 403.1
GENERAL NOTES
1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER
SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5
FEET BELOW THE FINISH FLOOR ELEVATION AT THE
PROPERTY LINE AS SHOWN ON THE PLAN.
2. FINISH FLOOR ELEVATIONS ON PLAN ARE 24 INCHES ABOVE
THE CALCULATED FLOW LINE GRADE OF THE ROADWAY AT
THE CENTERLINE OF THE DRIVEWAY (UNLESS NOTED
07HERMSE BY *).
3. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER
CDR STD. PLAN 405.
4. THE CONTRACTOR SHALL VERIFY AT THE PRECONSTRUCTION
MEETING WHICH SEWER MAIN ALTERNATE TO CONSTRUCT.
ALTERNATE A IS THE PREFERRED LAYOUT AND WILL BE
CONSTRUCTED IF SANITARY SEWER IMPROVEMENTS FOR THE
EAST RENTON SUBDIVISION ARE COMPLETED OR
CONSTRUCTED BY OTHERS CONCURRENT WITH DELANEY
PARK.
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CONSULTANTS
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CALL BEFORE
roep OU DIG 7337th Avenue, Sutte 100
00 Co
Kirkland, WA 98033
Phone. 1425)285 -2390 424555
10 +00 10 +40 10 +80 11 +20
CPPYri8ht 02009CPHCcnsuAaEts,LLC. AIIFIghte FeservO. I NO.
ROAD GRADES
I JBS
7/13/10
JBS
JAMIE B.SCHROEDE
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1Z 19
J %S
oP" PETER EVANS
1:
JAMMIE IE B . SCHROEDE
REVISION
BY
I DATE
APPR
MMt120MAL' NYD �9a]/f991
N/A �- CITY OF
RENTON
° "E' "E DATUM
2TPo Planning /Building /Public Works Dept.
IF NOT ONE WH
SCµ. PCoEADIN.L1
FAX. (425) 28 &2389
..cphc°nsuours.c°m
WiE
DELANEY PARK SUBDIVISION 7/12/09
ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FE°B0°"'
PpGF
oenwlNC N°:
SANITARY SEWER PLAN AND PROFILE C3.0113
ALTERNATE B a..n:
20 29
I e�� N71 7771774