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1. PIPE ZONE BACKFILL PER WSDOT STD 7-08.3(3)
2. GRAVEL BACKFILL 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 SITE TO WITNESS COMPACTION TEST AND DETERMINE EXTENT OF
SUBGRADE TO BE REPLACED IF NEEDED.
Sewer Trench Detail
NOT TO SCALE
P
VNI (THOROUGHLY TACK EDGE OF
VCUT PRIOR TO PLACING PATCH)
EXISTING ASPHALT PAVEMENT
.T CONCRETE PAVEMENT
V FOR ROAD SECTION
) BASE
V FOR ROAD SECTION
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o COUGHLIN PORTERLUNDEEN
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
801 SECOND AVENUE - SUITE 900 P: 206/343-0460
36936 SEATTLE, WA 98104 F: 206/343-5691
NAL
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PROTECT EX FIRE HYDRANT TO REMAIN
W-387804-Rev3
S-387803-Rev3
SEE SHE
6" SANITARY SEWER POC
SEE PLUMBING PLANS
FOR CONTINUATION ;
6" SS
CLEANOUT
IE 18.50
ECONNECT SIDE
SEWER TO
NEW 10" SEWER MAIN--`
EPLACE SIDE SEWER AS NEEDED
TO ACHIEVE
IN 2.0% SLOPE.
REPLACE SIDE SEWER AS NEEDED TO
ACHIEVE MIN 2.0% SLOP
8" SS CLEANOUT—
RIM 3 .57
IE 17.�4
29LF'8"SS@4.0%
8" SAh ITARY SEWER F
IE 17.60 (@ GRID 18
SEE PLUMBING PLANS
FOR CONTINUATION
R-387817-Rev3
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Sp PVC SD SD SSMH 48" (PUBLIC) ,' o i Q
RIM=30.00
IE 16.30 10"(IN)NW
t (
IE 16.20 10"(OUT)E
PER COR STD DIET 400.1 29 • o
SEE DETAI C411
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SEE SHEET - C404
NOTE: VEHICLE ACCESS TO HOTEL TO BE
MAINTAINED DURING UTILITY INSTALLATION.
Call before you
Dj•
or :00. .
UNDERGROUND
SERVICE (USA)
SCALE 1"=20'
EXTENDI6" SIDE SEWER AND
RECONNECT TO NEW 10" SEWER MAIN
REPLACE SIDE SEWER AS NEEDED TO
ACHIEVE MIN 2.0% SLOPE.
Y// Po �r�ov
1( CF-900 @ 2.0%
SSMH 48" (PUBLIC)
RIM=30.05
EX CB IE 16.16 10"(IN)W
RIM=28.97 IE 16.06 10 (OUT)SE
lE(W)=23.67 12'aDS PER COR STD DET 400.1
1E(SE)=2372 12ADSSEE DETAIL C411
1E(NW)=2315 18'ADS
BOTTOM=21.14
�— CONNECT EXISTING 10" PUBLIC
SEWER MAIN TO NEW SSMH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
VI
rnair 01 /31 /2019 VAMIF
WASTEWATER UTILITY �,
dchristen 01 /31 /2019
SEWER MAIN IN PLACE \\
=WER MAIN IS OPERATIONAL
=WER MAIN AS NEEDED FOR
.LATION
NOTE:
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NKUNLKIY LINL
Ex Building
BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
12"SS SS
8" SS ® xx%
SANITARY SEWER
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SANITARY MH/CO
rSD SD
STORM DRAINAGE PIPE
r , ""' ( )
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YD/CO/CB/CB 2/MH
12" DI W W
12" DI W
WATER MAIN
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• FHIIJDCOPIV NWV
FH/FDC/PIV/VALVE
®
EBW
F=l
0
WATER VAULT/METER
SURVEYED: SCALE: IJAIL:
RFI-442 FLUSH CURB EAST END SOUTH ACCESS DRIVE 03 27 17 HORIZONTAL: NAD 1983/1991 '► CITY OF SOUTHPORT OFFICE 01/25/2019
ZGF - 05 01 17 DESIGNED: AS NOTED � RENTON WASHINGTON FlELDBOOK:
ASI-014 VEHICLE DROP OFF ELEVATIONS 06 19 17 Bsg RENTON
PAGE:
..IL
LMMER GUNSUL FRASCA ARCHITECTS 0DRAWN:
PORTAVASI-023 ROUNDABOUT 03 28 18 LPL DRAWING NO:
SEAULECHECKED:
ONE INCH DATUM
° [ASI-029 GRADING AT NORTH DRIVE AND RESCUE AIR PANEL 05 04 18 LL SCALEEATTU:
LOS ANGELES JNP Planning/Building/Public Works Dept. UTILITY PLAN
SECO DEVELOPMENT, INC. WASHINGTON°c IF NOT ONE INCH
NEW YORK
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: v OF: