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3'-0" MIN.
6" SIDE SEWED BUILDING SEWER
• •
CAST
I R
IRON PIPE,
1:3:5 MIX c5
CONCRETE I`
BLOCKING �P+
ZN 2
M
`-6" SIDE OUTLET TEE
S WER MAIN
SEWER MAIN
6" MIN. —' CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
FUTURE
BUILDING SEWER
rR 1 SERVICE MAX`K[-R--�
T-UPPE-R—
PORTION WHITE ANS STENCIL ON SIDE
W4,,RDING
i WITH HIGH BLACK LETTERS,
EXTENDEDA D #6 WIRE WRAPPED AROUND THE STUD AND
TO THE TOP OF THE STUD,
CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND a
PIPE VITRIFIEDSEWER MAINS k iE TO BE
i DRILLED
GIN 27. MIN SLOPE
H❑RIZ❑NTAL
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
1 /8" RAISE - 1 /2" WIDE
BORDER
00
11-1
Lo
00
N
1"
®9ff
8 3/4"
ME
TYPICAL SIDE SEWER ELEVATION
-3/4" SQUARES SPACED - 3/4"
AS INDICATED - 1 /8" HT.
CONCRETE
CLASS 3000
^T
i -
�� 4 3/4"
12"0-
45° (1 /8)BEND
77f
7 3/4"
15"
CAST IRON RING AND COVER
PIPE MATERIAL
AS SPECIFIED/
* OR
8" CLEAN -OUT
0
■
0.
FIBER JOINT
PACKING
�J
PLUG TO BE
SEALED IN SAME
MANNER A MAIN
SEWER JOINTS
—7A//_ r// rf)NAdf AKITl I TP
84" MAX.
NOTES:
1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTI❑NS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG, BR29
4, MANHOLE SECTI❑NS TO BE OF REINF❑RCED PRECAST CONCRETE
5, ❑PENING SHOULD BE ON DOWNSTREAM SIDE.
SANITARY SEWER MANHOLE TYPEA
N.T.S.
PROPOSED
EXIS7
GRA
GRADE
I:
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CITY OF RENTON
W�Vv IIIIIIIIIIIIDE ARTMrN-r r"'!1_IRl'I.._,IC WORKS
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WATER UTILITY DATE O��w _ �
� _ o ENO 1 N E E 11 S SEWER DETAILS
,-� 8320 154TH AVE NE REDMOND, WA 98052-3523 (206) 869-2670
FIRE DEPARTMENT DATE CALL 2 DAYS
�_ �.
PLAN REVIEW DATE BEFORE YOU DIG ��0� ���'sT`�o zL REVISE PER CITY R.S.T.R.W. 8 20 92 �� TR W.
��JUNE 1992 �(u W 204-45
�.._ .
�sSIONAL
1-800-424-5555 o.K.S.
SCALE NO SCALE FIELD 0c'I 28 _p4�;� ..... _
WMAINTENANCE REVISION BY APPR. DATE APPROVED- _ SHE 7 !?
D ATE EXPIRES
1/ Y • � p — 6O �i ~ � 1 DIRM' OR Of PUDUC V O M -
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