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NOTE.- SIDE SEWER STUB INVERTS SHALL BE
4, nf%
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A MINIMUM OF SIX (6) FEET DEEP AT
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MH #10 STA 93+65, 5R T
MH 9 S TA 96+80, 5RT
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-NEW 48'- MH ....................
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..... ... MH ... . ......... --------- ---------
NEW 48":
..........
RIM 310.7±
RIM = 304.8±
1E 8": E = 302.70
1E 8" W 296.86
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1E 8 296.70
280
GE PIPES ARE
... NOTD� ... STORMDRAINA ...... .........
...... ... ...... :.. .............. ....... ...... .. -
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NOT SHOWN IN THE PROFILE.
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IT SHALL BE THE CONTRACTORS
RESPONSIBIL TY TO PROTECT AND /OR
....... REPAIR ANY -DAMAGE..TO. .7HE_:..
........
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.............
11OV. 2000
STORM SYSTEM THAT MAY OCCUR
AS A RESULT OF WORK PERFORMED
-23169, Q_
0'�'&' GISTV
N. CABBAGE,
DMC
P.LS
I-AR
CITY OF
BOTH AVENUE SOUTH
HIS PROJECT
IN ASSOCIATION WITH T
`ONAILS�l
_JDH
RENTON
SEWER EXTENSION
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[EXPIRES k-jt-C, 17
DMC
L'_AlV7—____'
D T
Planning /Building /Public Works Dept.
SOUTH LANGSTON RD AND S 130TH ST
10
Wvv,* -J7--?8r9
NO.
REVISION
BY
DATE
APPR
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5
SCANNE0JW cll__)'.jS
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R LL 173
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