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PROPERTY LINE
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6' -0"
o FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
w
z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
w AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
0
a I 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 x� / \�N�NG
CONCRETE
BLOCKING
MAN /gyp. NG�E
/ _ GO _ 2% MIN SLOPE
6" SIDE OUTLET TEE 1 HORIZONTAL
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN TO PROPERTY LINE)
NOTE: Y p� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY a CITY OF RENTON 1
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. + STANDARD PLANS C7 C8
LST DATE: 12/96
10/17/96 Edited note. 44, DATE REVISION PPR'D DWG. NAME: BR39 SP PAGE: B078
e
10' 15'
S. WALK LANDSCAPING SERVICE
LINEN
SS CO
40 j FF =41.0
45° BEND
12" SD � IE 36.47
3'
35 4 10' IE 36.67
W�10" W �^
II i�
35 LF 6" PVC @ 2.0%
45• 45' BEND
BEND IE 33.67
EXIST. 8" SEWER
30 IE 32.3f
2 SIDE SEWER PROFILE
' C7 C8T 1"=10' HORIZ. 1"=2' VERT.
RECOMMENDED FOR APPR AL1
BY:----------------- DATE: - - - - --
BY:------------------ DATE: - - --
BY: --- ------------ - ---- DATE: ------
BY: --- ------------ - --- DATE: - - - --
728 134th Street SW - Suite 200
® 1 1 I 1
Everett, Washington 98204
06/15/01 5:21 pm I: \21 \00 \022 \1022- C08.dwg
SCANNED JUL 2 7 2001
Ph: 425 741 -3800
ASO
4
6
CALL 48 HOURS
BEFORE YOU DIG
1 -800- 424 -5555 C8
EXPIRES 10/23/Q1
06/15/01 5:21 pm I: \21 \00 \022 \1022- C08.dwg
SCANNED JUL 2 7 2001
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