HomeMy WebLinkAboutS-361308P
i
UN
m
�N
mom'
o°
0
m
n.
rn
d3
ra
ya
m
WN
Q -
na
50
a
D
1
m
a3
�a
o�
�m
n^
P
3
a
y
51
o1
O^
u P
3
0
C
0
N
X
Y
O
}
'll
a
0
N
N
O
rcm
x�
ti
E
m
a
I
N
I
N
ro
U
4
/
`s
K
N
3
Q
wm
LL4
•
_.
�o u��
O o
�U
gWW<
LU
>J�Q
U LLI
Zm
N
N
r
n
0
s
O0 3
U
H
F W (L
U�
v
C
C
O
a
W
Q
O
8a8
m
N
� Zs
p Z w
In N
LS
LL
w o�
TRENCHING IN PAVED AREAS
s
SHALL BE REPAVED IN ACCORDANCE
'812
_162ND
DFF: 0.00`
SHEET C21.
a
Oa SSW
N n5WAS
Q
W
Q
O
8a8
m
N
� Zs
p Z w
In N
LS
LL
w o�
TRENCHING IN PAVED AREAS
s
SHALL BE REPAVED IN ACCORDANCE
D oZ
Z
_162ND
DFF: 0.00`
SHEET C21.
Oa SSW
N n5WAS
i
C-4 00
C
Z 0) tNON wZ
a
,
rl
I �; goZ
Z
LO � N w
O
I- uQ �
0
>
W
00 LL? N N
3
�o
W
any
W
V
Q
0
o
N
W
N
z
� iui 2
uw. W
v
Jy
e
nw
-
Z
a00t1
T1
J
71
J
F r,
S.E. 144TH STREET SEWER PLAN AND PROFILE STA. 54 +00 TO 57 +00
A PORTION OF THE SE 1/4 OF SECTION 14, TOWNSHIP 23 N., RANGE 5 E., W.M.
KING COUNTY, WASHINGTON
CO TYPE 1 IE 18" CMP N- 374,26
RIM- 377.80 iE. 18" CRP S 37191
/ /�IE 12` CNC E =375,30 E 12" CNC E=374,76
<, { IE 12' CM W 375.26
` X IE 12` CNG NNW =375. IS 72" ADS CUL4 -37708
IE 12" LNG �f WATER
IE 12" CNC =376.83 IE 12" A05 CVLV= 37!.05
}75.03
C,IAY ^376.22 CHA;NLINK 7
C -- FENCE I ��
----- ---------- - - - - -- —
-----------------------------------------------------
S.E. 144TH STREET
343 LF 12• PVC SS 0 1.00%
FOGLINE
KING couNnr _
- - - - -_ __ - -- -- - - - -- ---------- - - - - -- - ------- - - - - -- - •
-------------
C
CB TYPE i
RRW 78.76 TO-SLOPE ■
{IE 72" CNC SW= 372.61
OUR -ET HURIEO
IE 74--
-- tE'T'CMP W= 371,76 (
o
ACCESS RC
�E
LS
TRENCHING IN PAVED AREAS
- n
N
°z
SHALL BE REPAVED IN ACCORDANCE
WITH CITY STD. DETAIL H032
_162ND
DFF: 0.00`
SHEET C21.
S.E. 144TH STREET
343 LF 12• PVC SS 0 1.00%
FOGLINE
KING couNnr _
- - - - -_ __ - -- -- - - - -- ---------- - - - - -- - ------- - - - - -- - •
-------------
C
CB TYPE i
RRW 78.76 TO-SLOPE ■
{IE 72" CNC SW= 372.61
OUR -ET HURIEO
IE 74--
-- tE'T'CMP W= 371,76 (
o
ACCESS RC
54+00 55+00 58+00 57!'00 57+50
NOTE:
ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50 +22.00 AND 56+46,00
ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00.
SEE DETAIL SHEET C21
CHECKED FOR COMPLIANCE TO CITY STANDARDS
A &� �4/11,?/"'
-v&w6fkAf4 ZOtL
Cam'. - 36 13 C'
5- 361308
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
S.E. 144TH STREET SEWER
PLAN AND PROALE STA 54+00 TO 57+00
APPROVED
OD
T
Z
m
O
�E
LS
,l-� r=
S.E. 144TH S`F--
+90.26
DFF: 0.00`
EQUALS
AVE S.E
- n
N
°z
_162ND
DFF: 0.00`
Oa SSW
N n5WAS
i
54+00 55+00 58+00 57!'00 57+50
NOTE:
ROAD PATCH PER KING COUNTY STANDARDS BETWEEN STA. 50 +22.00 AND 56+46,00
ROAD PATCH SHALL BE PER CITY OF RENTON STANDARDS BETWEEN STA 56 +46.00 AND 57 +00.00.
SEE DETAIL SHEET C21
CHECKED FOR COMPLIANCE TO CITY STANDARDS
A &� �4/11,?/"'
-v&w6fkAf4 ZOtL
Cam'. - 36 13 C'
5- 361308
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
S.E. 144TH STREET SEWER
PLAN AND PROALE STA 54+00 TO 57+00
APPROVED
OD
T
Z
m
O