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SEE NOTE 1
SAWCUT (THOROUGHLY TACK EDGE OF
SAWCUT PRIOR TO PLACING PATCH)
EXISTING ASPHALT PAVEMENT
� CLASS B ASPHALT CONCRETE PAVEMENT
SEE PAVING PLAN FOR ROAD SECTION
ASPHALT TREATED BASE
%G SEE PAVING PLAN FOR ROAD SECTION
I`
6"
10"
SEE NOTE 2 1 c
IIC IICII�
SEE NOTE 3 [ 111 11 II I SUBGRADE
14 40'
NOTES:
1. PIPE ZONE BACKRLL PER WSDOT STD 7-08.3(3)
2. GRAVEL BACKALL FOR PIPE ZONE BEDDING PER WSDOT STD 9-03.12(3)
3. SCARIFY AND RECOMPACT 12" OF SUBGRADE. IF CANNOT ACHIEVE 95% DENSITY,
SUBGRADE TO BE REMOVED AND REPLACED WITH 2" MINUS AGGREGATE. GEOTECH
TO BE ON SfTE TO WITNESS COMPACTION TEST AND DETERMINE EXTENT OF
SUBGRADE TO BE REPLACED IF NEEDED.
Sewer Trench Detail
NOT TO SCALE
S-387808
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verif ad invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
EXXEL PACIFIC IN AUGUST 2019
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
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COUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING NO.
BP✓G SU i'
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REVISION
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6" ITARY SEWER POC
SEE PLUMBING PUNS
FOR C ATINUATION
6" SS CLUNOUT
IE 18. 0
ANECT SIDE SEWER TO NEW 10" SEWER MAIN
ACE SIDE SEWER AS N EDED TO ACHIEVE
2.0% SLOPE.
N� RIM=30.00
\�IE 16.30 10"(IN)NW
IE 16.20 10"(OUT)E
PER CDR STD DEI 400.1
�EE DERI� C411
(, >
SEE SHEET - C404
Call before you
.=
or 1-800424-5555
UNDERGROUND
0 10 0 40
SCALE T=207
REPLACE SIDE SEWER AS NEEDED TO
ACHIEVE MIN 2.0% SLOPE.
(EX SIDE SEWER STUB IE=17.19)
LF 6' SS 0 2% MIN
?YiIf�PCR ff'0 0.5%
VERIY.N: NN9 1
AS NOTED X01°ID1R0Li w➢ iNai Iasi
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CEC IXIE KH
orE��n: DATUM
TB13 •r fvu xuc
Ir NOf ONE INCH
BY DATE APPR I "NN—: —''�0R0NCL
SSMH #5 48" (PUBLIC)
RIM=30.05
IE 16.16 10"(IN)W
IE 16.06 10"(OUT)SE (EX)
PER CDR STD DET 400.1
SEE DETAIL C411
CONNECT EXISRNG 10" PUBUC
SEWER MAIN TO NEW SSMH
n CITY OF
RENTON
Planning/Building/Public Works Dept.
Approved By: Date:
Approved By: Date:
Approved By: Date:
Approved By: Date:
N 7933'06"
E - 46.81'
PROPERTY UNE
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BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
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SANITARY SEWER
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SANITARY MH/CO
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STORM DRAINAGE PIPE
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12' of w W
WATER MAIN
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FH/FDC/PIV/VALVE
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WATER VAULT/ME ER
SOUTHPORT OFFICE 10/25/2019
RENTON WASHINGTON In°➢®aN'
UTILITY PLAN C403
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