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W/22`e20'
26
CAPPED
S/226/23'
2
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4'/2225
CAPPED
CAPPED
4'/225�21'
INV 8" PVC SE 34.49
5'/22'�21'
26
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26'
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26'/45-
26'
CONNECT TO 40CLAY
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MH #30 S TA, 13+25 5' L T,
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NOTES:
1 . EXISTING SIDE SEWER ARE SHOWN AS BLS i ESTIMATE
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OF THEIR LOCATIONS BASED ON TELEVIDEO OF THE
SEWER MAIN. THE EXISTING CONNECTIONS TO THE MAIN
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ARE BY "Y" CONNECTIONS AND THUS DO NOT GUARANTEE
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STRAIGHT SHOTS FROM THE CONNECTION TO THE BUILDING.
THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL
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SIDESEWER(S) FOR THE BUILDINGS ADJACENT TO THIS
SEWER AND REPLACE THEM FROM THE MAIN TO THE PROPERTY
LINE. NOT ALL SEWER STUBS MAY BE ACTIVE. DO NOT
REPLACE STUBS TO THE EAST SIDE OF MAIN AVE WHERE
IT ABUTS THE WSDOT CONCRETE RETAINING WALL.
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2. 435 MAIN AVENUE SOUTH (CITY RECORDS
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SHOW A SIDE SEWER TO THIS BUILDING
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FROM S. 5TH ST. ADDITIONAL SIDE SEWER(S)
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MAY OCCUR ALONG MAIN AVE. S.)
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MH #2 9 S TA, 10+10, 26 5' L T.
REMOVE EXISTING MH AND
REPLACE WITH NEW 54 " MH
RIM = -4-14 41.02
IE 24' WEST = �� 32.58
(MA TCH CR WN OF EX, 24 ")
_ _ m —L,_L 97z INV 24" PVC NE 33.97
INV 12" PVC N 33.84
...INV .8" .PVC- SE: 34.49.... .............................. .
MH #30 ETA, 13+25 5' L T
INSTALL NEW 54" MH
RIM = -4ELz94 42.46
IE 8" SOUTH = 05-,�19- 35.61
IE 8" NORTH = z3, & 9 35.66
II REMOVE EXISTING SANITARY SEWER 4 1 �_
315:22
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......... .......................... ............ :.....30..:....:.............................. . ..... ......................... ...... .REK7VE:EXISTING
:.........
SANITARY SEWER H q �..�
SCALE
Horiz. 1" = 207
Vert. 1" = 5'
..................................................................................................................................................................................................................................
10:+00 11 +00 12+00 13+00
0 20 40
1" = 20'
AS -BUILT INFORMATION
PROVIDED BY RINGLE & ASSOCIATES
..:.45......
40....
35........
,.+oo SHT 10 of .14
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,/1 f^CANNFD DEC 1 01999