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- - _ 14 LF OF 24" 230
FE 255.52 Qi �z
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& 0 TE 240.53
225
TE 236.95
IE 229.11 24" N IN
TE 238.59
IE 230.04 24" NE IN
TE 239.97 IE 231.78 24" NW IN IE 232.41 24" NW IN 225
IE 231.17 24" NW IN IE 231.68 24" SE OUT IE 232.31 24" SE OUT 0
IE 229.01 24" SE OUT
IE 229.94 24" S OUT
IE 231.07 24" SW OUT IE 232.41 IE & IN 220
IE 230.86 6" SW IN
6" CHANNEL ONLY
DEPTH 8.7'
, CHANNELSE & KNOCKOUTS ONLY
IE 232.89 8" NE & SE IN K
CHANNEL' & KNOCKOUT ONLY
K T
8" CHANNELS &KNOCKOUTS ONLY DEPTH 8:4 DEPTH 6.9'
0
DEPTH 7.9'
DEPTH 8.9'
1200 4250
1300 1350 9400 1450
1500 1550
9600 1650 1700
1750 1800 1850 1900 1950 2000 2050 2100 2160 2200 2250 2300
Pr's ^vFILE REVISED TO CONFORM
T�CONISTRUCTION RECORDS
Hoez.1 ° =40• _ CITY OF RENTON
Rr' "
;a
a9
-
-70'�, /� EAST RENTON SEWER INTERCEPTOR
RH2 ENGINEERING P.S. r DATE 82079.0 'CH"
JI�iF'ICUULC l>
26879
R °a+axtgg9 SIGNED:
f�NhL
16727
R 9
Ra +sxsat SIGNED:
s r o0 Opp t t. � rndo.
1563 2011 p N.E. f PLAN AND PROFILE
-' E�IJ�FtRl R d n. tri xw 2 REVISED PER CONST. RECORDS KM DCS 8 22 95
ENGINEER It d, -Od, rVoo oar P:or �r:�Er
uvWP- i % °,tio�
H
12/05/94
EXPIRES n 22/96
12/05/94
EXPIRES. B 2/96
SCIENrrsrs r_n61 as 0-11 i REVISIONS PER SEGALE REVIEW KP DCS 1/25/95
'.f \'J ! \T�- ERIP3A MLT DCS SHOWN JAN 1.5, 1996 1 40 1 5 of 27
Ap- `S`e, S'o3"r SCANNED JUL 2 7 2001
OS
R14NEWLL 17 3 0
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