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PORTION OF THE NW 1 /4, SW 1 /4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
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5'LT.
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2111931
EXISTING UTILITY L❑CATI❑NS SHOWN HEREON ARE
APPR❑XIMATE ONLY, IT SHALL BE THE CONTRACTOR'S
RESP❑NSIBILITY TO DETERMINE THE EXACT VERTICAL AND
H❑RIZ❑NTAL L❑CATI❑N OF ALL EXISTING UNDERGROUND
UTILIITES PRI❑R TO C❑MMENCING C❑NSTRUCTI❑N. NO
REPRESENTATI❑N IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESP❑NSIBILITY FOR UTILITIES NOT SHOWN ❑R UTILITIES
NOT SHOWN IN THEIR PROPER L❑CATI❑N,
CALL BEFORE YOU DIG: 1-800-424-5555
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NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS,
1. TRENCHES (ROAD CROSSINGS) d. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3')
NOTE: INSTALL SIDE SEWERS PER DETAIL
LEFT, PVC PIPE, MINIMUM 2% SLOPE (TYP.)
PROPERTY LINE
2"x 4" STUD SERVICE MARKER PAINT UPPER
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PORTION WHITE AND STENCIL ON FRONT SIDE
10' MIN. WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
o AND #6 WIRE WRAPPED AROUND THE STUD AND
6" BUILDING SEWER PIPE
I EXTENDED TO THE TOP OF THE STUD.
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TEE WITH 6" SIDE OUTLET
' um 6"x6"Z' WYE WITH A SURFACE
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CLEANOUT WITH CAST IRON RING
w a AND COVER (SEE DETAIL DWG. 403.1)
6" SIDE SEWER AND BUILDING SEWER
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D_ O UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE
PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 MIX �h
CONCRETE
BLOCKING 25
,MM�NG
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NGR� 2� MIN SLOPE
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SEWER MAIN
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CONCRETE BLOCKING ANGLE
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OF TEE AT MAIN OVER 25 TYPICAL SIDE
SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
Ld Of
ELEVATION
(SEVER MAIN TO PROPERTY LINE)
NOTE:
ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINN
'm ? -' COVER AT PROPERTY CA7 OF REMN
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEV
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arirIDisD ruNs
N'C LOT Dili: 12/96
REVISION
DWG. NAME: BR39 SP PAGE: B078
iii5qR
07s STANDARD SIDE
SEWER
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
CONTRACTOR TO VERIFY
INVERT ELEVATION PRIOR TO
CONSTRUCTION, NOTIFY ENGINEER
OF ANY DISCREPANCIES.
5-358103
GRAPHIC SCALE
SCALE
0 20 40 80
1 inch = 40 feet
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RECOMMENDED
By:14AI,4Date,
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DATE 03/25/2011
By'
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JOB N0.
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DWG NO.
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SHEET
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7
OF
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