HomeMy WebLinkAboutzS-1960Set- _ _ __ _
: . ^',.`ufii + %�f;_Li:1:�3'��ti -]�iY i. �Y�9ak+ f. YE3: t�fJ trcn33C. t` Ai3iklJ�i '?6�'„�S:SiGe�ttkftGk+i�,L� d4aCdsi+��`ieLlYkk�-,efl.lst i#!'ri�ApSrlFe,�ktcTi}cF15.1�..
o�¢rsu�cx•rosr cowr�xr ¢oo �000w t�ao�
E 3 ,� �*s7ll 7 t6 j M n Y ri U -! k� 1 f � 3 13
2 - -� i
x} E �: t g �. 4 „� fil e "'
1825 cn
338. 22' 1917 a.
G. 1907 (L
? 5
f
8 23 -
rG 9 7 2425
E3 306 2 1. G. 0 2001 2009 2017 2025 2101
'7
333. 1 C 2425 C\j
336. 26' z
?
2430 330.65' G.
w 330.56 G.
[ 320.42'8. 319.69'8 0 320.531 B.
10
339.13'G. -M.H# 9
TA. 19 99.84 A d Z
7 -------
+
57
CT ST ST
- - - - - - - - - - -ST- - - - - - - - - - - - - -
22 3� ----------------------
22 30 L 327 'dge Of -lt`9 L= 124' 8" CONC. P L= 303'
w PIPE P, 8" CONC. PIPE EDMONDS AVENUE WE
-W- - - - _E
- - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -
5
M. H # 6
STA. 26 30
o
M.H. 8 DROP M. 141
l
STA. 23.27.14 u 200
STA. 24 51.18
�
U) [ 2116.
2008
C, mc 616 2 0 t24
-C 'I
0
<t asr MOO to st Mon E P,pe
ul *'o
'2 0+ 04 84 -0) 24+ 56.18 329-37' G.
ul I-F'
333.19 9 6B III Sto 6139.70
W,
w
z
z
_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-
a I (•°
CL (!i
C)
2533 F260, a.4� 2409 N
�f!
a i 316.74'6. 2417 2433 2501 2509 2517 3� e�
2333 315.40'G. 260! 5� 7dG 43'c4"
320.34' G. 315.22' G. j 313.75' G. 312.71' G. ��% l,j i ENp
J 3 1 2.53' G. 31 3; 0 6.G. 31 4.70' G. v T = 7.73' � I of PROS
J L - 132.15 /;�' /' ECT
i.l I rl I 1
6 u 1
=I I
I�3
�T5 I I ,�o'I tool I�ol � ��, Ivai io31 i�ol I�I IVOI ,�o, Iuo I a �� II/
I nI O
ST
w V �- 1S - i— — = � �T — - - - -v—-
I 0 ST ST
30 -- -- --
v
tip ar er. sr ' as no Ce - -_ - -_ - -- - .-- -
M.H #3 e e p —� L =328 8' CONC. PIPE / L =223' 8' CONC. PIPE L= 330 - 8" CONC. PIPE -- o _
STA. 36 +98.79n 1 5 -- -- -- -- -- - - - -- -- - -- --- - - - - -- - - rI ------------------------ - - - - -- - - -- - - --
-- • ` o 72" WET WELL
_J0 �� G�e I i 1 �, NI.H #2 a I MHI iC3 i� ;i i'y 311 I I STA 45 +80
i I \\ j -31 i Tl i STA. 40 +26.67 .- I 'I Z f 10'-
ool �` C' STA. 42 +50 �o ��I a8, loal 2 4 3 2 5 O I 2509 ;!m 2.508 22 — Exist. P,pe 7 -o U (. MorJn.08 2 6 Q 0 - 40+ 36.67 Sta. 37 +03.75 315.33' G. m 2516 315.43' G. 13 . 39G. 514.31' Exist. M i N (�J Sta. 36 +B3.R3 (G. 31752'GJ. I zi ! I
UJ
0
ol i
z w 11
II
L
z
ol
0
i 132. 95
(D
0
7
W
!o
r-
U')
L
z
ol
0
i 132. 95
(D
0
7
U)
i 1l
U)
wj (:g:) +
Ff�l
0
ul i) c\I elf" pc r 1111 c\j ma. am I am 9 ml I Im I ra. ma a ma ------ CSI I a WAIN moil
-Al
ZI a
0
—� zc� , 7--
05
0� z
10
Tl-
4t'
(D 1� ;" , ."@' -
5.0 lzo .44
............. .......... 141111 (*F21 all 11116113213 121 1 1 & ........ -a ................................ IS.. ........................... lit" .... I" ... ................. a ... Im,
1.4 ........ ..
-70.4,6 I -19.39
7Co I C>< C5
t 14, (D (D
o V Q. ,tom
-,at-
L
+
11A)
L4 't .,so Isar
Ai -1 L9
r,,:jr 7'wx
awl
(37 dD INN
cQ Mt T.
lull (i )� q r1r)
da I j-
LFJ
UP
All
LLJ LLJ
z z
AS axalmn m imam n
S-i54
CITY OF RENTON
ENGINEERING DEPARTMENT
272
Z 5WOlVD-5 A V-6WV6 JVE
Al E. ST. -,nv -5T
FILE NO--
SHEET—
a APFR.'iL DATE
W
U)
i 1l
U)
wj (:g:) +
Ff�l
0
ul i) c\I elf" pc r 1111 c\j ma. am I am 9 ml I Im I ra. ma a ma ------ CSI I a WAIN moil
-Al
ZI a
0
—� zc� , 7--
05
0� z
10
Tl-
4t'
(D 1� ;" , ."@' -
5.0 lzo .44
............. .......... 141111 (*F21 all 11116113213 121 1 1 & ........ -a ................................ IS.. ........................... lit" .... I" ... ................. a ... Im,
1.4 ........ ..
-70.4,6 I -19.39
7Co I C>< C5
t 14, (D (D
o V Q. ,tom
-,at-
L
+
11A)
L4 't .,so Isar
Ai -1 L9
r,,:jr 7'wx
awl
(37 dD INN
cQ Mt T.
lull (i )� q r1r)
da I j-
LFJ
UP
All
LLJ LLJ
z z
AS axalmn m imam n
S-i54
CITY OF RENTON
ENGINEERING DEPARTMENT
272
Z 5WOlVD-5 A V-6WV6 JVE
Al E. ST. -,nv -5T
FILE NO--
SHEET—
a APFR.'iL DATE
2421
I I ------ 2420
1 2$29
c:
L2---J. J521
�424
v 1�7 K7
F2533
E2431 2501 2509 2517 2601
f
W--
EDMONDS AVE.
A T T
r
M-H-4* 2
CITY OF RENTON
ENGINEERING DEPARTMENT
STA. 40+26.67 DATE— FILE NO.----
DRAWN_..
\— I SCALF------- ELD B00--PAGF---
W II SIG. 004 Exist, mon. 3E.67 PLAN CHECKS EI
SCALE 1" = 40'
NO. REVISION BY APPR. DATE APPROVE ... ......
F
�VA-H# 2 2529 2525 320
W H.# I
315 .2424 2425 2421 2521 315
310 310
305 305
0 00 10 00 20 00 30 00
PROFILE
SCALE: HOR!Z. 1"= 40'
VERT- I"= lo'
12-3-13
w