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REPLACE ALL EXISTING
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WITH 6" PVC (TYPICAL)
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AS -BUILT INFORMATION BASED UPON
FIELD SURVEY PERFORMED SEP 17, 2008
BYPLS, INC. SIDE SEWERS SHOWN AS
LOCATION OF TEE ONL Y BASED UPON
NEW INLET #4 w TELEVISION INSPECTION.
STA 413 �.,vRT- STA 43 +94.5, 2.9 RT
�303..03. .6 0 .
lE 12" N Lz .. .. .. .. .. .. .. .. .. .. .. 45+00
.. 5 . . .+. .0.. ..0 .. 46+00 . (: ... . .
Oa x
. . 47+00 . . . . . . . . . .. .. .. .. .. .. .. .. .. .. .. .. . . . . . : . . . .. .. .. .. .. .. .. .. . . . . 48+00
8 +00 . .. .. . . . : : . . . . .
. . . . . . . . 49+00
.9 .. . + .0. .0 44 +00 RIM *"L= 28,20 o Q
aa �REMOVE
EXISTING 8" STORM O U Q o oo`
REMOVE o U�
EX STI °x °
IE 6 "(NW) 28.28'
W IE 8 "(N) 28.13' ( .
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- -. -- - - -- - — - — - — — - - - - a — _ — — _ _ _ _ — _
— - — 30 o D . ... . . . . . . . .
. 0 0 0 0 29LFof8 "PVC
W REMOVE EXISTING 8" SE
/, WER -
wo
a v^@
In 401 LF of 8" PVC @ 0.70% REMO 3E5 L
2 EXISTING SSMH /8053
..... ......... ................ .. ........,... ..... ... .. .. .. .. ........ RIM 31.18' .. U a .......... ......,...... ... ...... ..... ... STA 484201 TO STA 48 +491. ........... ..... .....
_ IE 8' "(S) 26.48' (108' N OF MH 7889 TO
IE 8 "(N) 26.48' X N .. 137' N OF MH 7889). .. .
. (� - NOTE: - o v - 29 LF 8" PVC REPAIR 'W/ -
1. RECONNECTALL SIDE SEWERS; MH #B-2 a TRANSITION COUPLINGS:
STA -�_^ —_^6. '-^ - _-T- 46 +21:9, 1.5 L T a
NEW 54 TYPE B" MH
RECONNECT EX SEWER 329805 RlM � -1�±- . ..31:21.....
IE 8" S =�8 26.10 TO NEW MANHOLE �
Si H N,o. �I 1E 8 "N= r3z 25.70
SCALE
Horiz. 1" = 20'
Vert. 1" = 5'
s" s -
TRIAD
1 I"=20'
XOrsarta -wn lsasi+�, CITY OF APRIL 2009
2008 SANITARY SEWER REPAIRS
RENTON ME:
DATUM Alley in the 500 Block between °"°"' "`"°:
Planning /Building /Public Works Dept. Wells Ave N &Williams Ave N S -5
CHEET: 5 0F:10
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2 -2009
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REVISION
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XOrsarta -wn lsasi+�, CITY OF APRIL 2009
2008 SANITARY SEWER REPAIRS
RENTON ME:
DATUM Alley in the 500 Block between °"°"' "`"°:
Planning /Building /Public Works Dept. Wells Ave N &Williams Ave N S -5
CHEET: 5 0F:10