HomeMy WebLinkAboutS-05030A280 280
PROPOSED GRADE ;` SCHEDULE Cam' l
255 255 -
MH ERI -5 r` MH ER - 6, x!
5 alp
250 250
- —
EXISTING CD
245 245 / GRADE i ' / I_,
240 0 - - ^- n o u
i C, U U
235 235 I
MAPLEWOOD�,
230 230 A MH ERNS (801, DIA) �jr DIVERSION
ST-A C 0 +00, 0' RT. 9 56_B
N'' 177961.35
'1667388.23 c
225 225 E -�
SEE DETAIL 24
220 j 220
Q2 9' 00_B _
215 215 TE 250.27 '
IE 219.87 21" IN I A STA B 10 +17 = STA C 0 +00
210 IE 219.50. 12" OUT
INSIDE DROP CONNECTION j
205 IE 242.48' 12" IN s =50_B
IE 228.57' 12" IN f I
200 DEPTH 30.8'
195 -
8 00_B _
190
500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 ; -
185 -
05
180 i 7,
:50-B- ' .
175
NO o
7. 00_B -
165
160
155 6- 50' -B
MH ERI 4 72" DIA)
150 - STAB 6 +00; 0' RT.
°- N 177549.47
�.� E 166Z5�79- - -B -
145
4 — -SEE DETAIL 25 -
140
o
135
Q),
Ml�,ERI -3 48" DIA
5 .50_B' STA `B 5 +24, 0 RT.
130
0 p� III E 1667468.44
125 y
120
o
II I o
115
4TO 3 OA
110
105 Al
100 MH ERI -3 MH ERI -4 ✓
95 e-3
I d Z�, TE 82.94 0 TE 80:78' 1
w IE 62.04 20" IN IE 62.83 12" IN
90 w PROFILE IE 61.94 20" OUT IE 62.82 20 OUT
x x 1VERT. " 10' DEPTH 21.0' DEPTH 18.0' REVISED TO CONFORM
=
85 I ; a � a � - VIEW -TO _CONSTRUCTION RECO
DS R
_; __.__. 1St ssD-4' ti" °y •esg� •D /
,-80 4,�p4' e os G t oaf HORZ- 1" = 40'
RH2 ENGINEERING P.S. DATE
.y e�76727�
75 c68r�,� S1�A�o: �I��� SIGNED: CITY OF RENTON
oz��s�s4
is Q 02/16/94 EAST RENTON SEWER INTERCEPTOR
76 LF OF 20., FaIRES 8/2/96
65 PVC ® 0 -0103 1sz.o7s PLAN AND PROFILE
- fit l fill , .r CLIFF SECTION
5 i nu oP Al REVISE PER CONST. RECORDS KMP DCS 8/21/95
�, - .' - . ,. " c F`\TISTS is or j 1153 o',�� san -,: Q CHANGE ORDER 1 PAR JG: 9/22/94
ERIC
60 _P2 LLT DCS SHOWN JAN 16, 1996 40 3 of 27
W
R OLL 17 3 003
I
v�
th
t