HomeMy WebLinkAboutS-282004ilk
N
00
z
.Sz
as
CD
(5
�o
Cl
fig^
o
ck:
Ld U-)
Lu
C) +
z
C14
Z
wo off
Lu
L-
4
; u
Z
Q M Ohl
75
lQ
o I l�
C,4
\�A- -14- �
6Z-61 E ld
------- ----
-----------------
174
----------------
------------
7OR- CqN -nNUA Tj E $H T
15 +44.54- 11.5'L T,'
SS TEE IE=165.78
SS STUB
IE=166.66
-
-------- ---
-
------ --- ---
6 PVC TIGH FLINL
F-ROOF & FOUNDATION
DRAIN S-27 MIN
SEE', OFIL
SHEET 7
OF "SEC',,, 5, \T WN, 23 N.,
f, 5 E, W. M.
=1 2 -6"
16+6J. 18- 1.5 L
SS TEE /Ea165. �g
SS STUB
IE=166.07
rA I
00-
T
REL OCA TE U
QLE BY 0
'A
0
--STA 17+54.81-2
EXIST. SSMH 48"
RIM= 174.-15-EX.
IE-16 -)�
4.60"E
C -DRIL
ORE L AND
--RECHANNEL-70 R7A
IE=16, 4.70-8`N'. IN
ADJUST FX RIM �70 70
jf NEW STREET
E6=179.421-
llv'VO -2 7 - 2824
1' 21
O
ROLL 161 1
353
90
EXPIRES 6/22/01 KU)
crANN,,, DEC 1019
POR T/ ON 7" "Alff
F THE NW-11,1
P
t6 I
]3�,46L 6"PVC
S-,�. oz
OF "SEC',,, 5, \T WN, 23 N.,
f, 5 E, W. M.
=1 2 -6"
'6" bRVV4ULTDqA1N
LI
700
2-W O, EX CB
If
91.68
7f
EX AC PAVING
IS
rUUfN' 267I# �T
Nib
12+ 0
STA '14+59178 -11.51
X 8
�E = =
NEW -4
RIM= ' 88
1 A
17
N89'03'46"W
IE=l 19-8"OUT
IE= 1 -6%
0
o EX bSMH� CB
12
SCI'; L,
Til
15+61.98-1141T
$S TEE IE=1F�5.69
Ss Sw
JE =166.10
REC NC
--
— — — — — — — —
N3
NOTES•
1. MARK END LOCA77ON OF SS STUBS WITH
WHITE PAINTED POST PER SIDE SEWER
DETAILS SHT 9 OF 9
2 MAINTAIN 10' HORIZONTAL SEPARATION
770
BETWEEN SIDE SEWERS & WATER SERVICES.
ER
J. LOT 7 MAY REQUIRE INDIVIDUAL PRIVATE
"V
SEWAGE LIFT S TA 77ON DEPENDING ON BUILDERS
'N
CONFIGURATION OF NEW NEW HOME PLANS.
P
IN
LIFT STA 77ON SHALL BE DESIGNED IN
ACCORDANCE W77H THE CITY OF RENTON
N
SLOPE E45FIlENTREQUIRED STANDARDS A T THE 77ME OF ISSUANCE OF
C
C=
17410213
CITY OF RENTON SIDE SEWER PERMIT
ROLL 161 1
353
90
EXPIRES 6/22/01 KU)
crANN,,, DEC 1019
7
'6" bRVV4ULTDqA1N
LI
700
2-W O, EX CB
If
91.68
7f
EX AC PAVING
IS
rUUfN' 267I# �T
Nib
12+ 0
201,' MIN WIDTH
"ss
X 8
�E = =
= = 4== li+00
512.26'
17
N89'03'46"W
o EX bSMH� CB
12
ROLL 161 1
353
90
EXPIRES 6/22/01 KU)
crANN,,, DEC 1019