HomeMy WebLinkAboutS-196004_V___l V
2101 2 117
320.53' B.
4L
L-
_
V_— _V__
F 2209
2225
(n
Z
C\j 2 117 325.76 if)
r2 13 3 (NJ G. �2233 c\j
2125
327.79'G.
3 2 3.18 8' G. 1326.69' 2 309 2333
Ld
1
322. 8 6'E3. LG Lj
321.31 'G. 320.34 'G.
I z to i.I
0
0
22 i5 ST-
- — — — — — — — — -
2,2 30 L=304
LL
8
S7 w + W
w +
s T
half 310 C NC. P f5'
EDMOI Db AVENU N.
Edge of existing asp PIPE L 455' CONC. PIPE
11 C
7m
iz �i 5 2
Im I I w
I
M H#5 I < 0
STA. 29+34 H�4 2509
u STA. 32+ 44.07
L LlExist� Mon. 2 Exist. Mori.
2116 0 0 St, 34 +38.0%
329.37' G. 2 124 sto 3cj+ 80.06 U
[3 2 8.55' G C 2208 =00 P()
N
0 2
1
3 225.064
N 9' 322.01' G.
G.
1
_j
UJ
Z,
_
I W j z
L37
P L A N
SCALE : I"= 40'
? 3
32 9 03' G.
tx
Z
5-154
CITY OF R E N T O N
ENGINEERING DEPARTMENT
PROPOSIED
SANITARY SEWER L.I.D.272
EDMUNDS AVE.N.E.
DESIGNED ^UE. Jensen
I DATE-- FILE No.__
DRAWN __ R, E J-__ __ — j
A S SH(DWN 211 _,9-2C
CHECKED...-- SCALE-