HomeMy WebLinkAboutWWP2703520.4Q
oo1 o
0315
�6
CLEANOUT ON PROPERTY LINE W W CLEANOUT ON P OPERTY LINE
IE= 469.0 �' ; r IE= 469.0
SEE DETAIL SHT 3 (n 00 (o SEE ETAIL SHT 3
_ MH 1 Pp
STA 6+70.55 N 1.811 & w -, a
RIM= 475.88 R
I E== 464.70 E
W W (p EX. 6" DI WAT--SEE NOTE 4Z11 W
•-
Y 0
6+50
12 C
W I E_
E IE-
v
12" CONDITCH_ J
C. �
E IE=473.96 _
0005
_ - -- DITCH
- --
x 475.64 ^ �CLEANOUT ON P PERTY LINE
z' x 47 ^ 9 IE= 469.05 bID
0 SEE DETAIL SHT
x d 74.80 U)
0 0 N
p V- co
+ II q
WW
v�~i o0 co
1475.23 x 4
HARDIP GILL PROPERTY
PARCEL A
00
00 0-- �
(n 00 (o
N,S,E
&w
N. ROW
9164
SAWCUT, TYP.
4.5' MIN. WIDTH
SEE DETAIL SHT 3
EXISTING MH
STA 9+95.26, 1.811
®CL OF MH-
NEW IE= 459.89 W
SEE NOTE 2
W&S� ,n
� Y
W I
W
�I
II I
0 ce- It
IM=70.3112"NC. W&S IN IE=468.08
12"NC. N OUT IE=468.08
3
a o C I C
Yz �z WV
EX': SSMH
n.
R IEo
Go N&E. 459.89
IL- ---- --- - ---- --- r-_.32F_ 8 D_7-L-p1% Q1.50%-- -
�-------- -----------�+�a¢59-a-9-=-
_ - - ------
I I'
- -- --- 8" PL W IE=47
x/,-..9
CLEANOUT I
°p IE= 469.0
SEE DETAIL
W W
�
x 475. 5�
HARDIP GILL PROPERTY
PARCEL B
LINE
S. ROW
CLEANOUT ON PROPERTY LINE
IE= 467.5
o SEE DETAIL SHT 3 /
00
N "
� N
WW
CL ROW
10+00 AT CL OF
JIAM AVE NE ROW
0 00
3 WV
CB- 02
CB 202
L i^� RIM 469.68
1 Z" CONC. W&S IN IE=468.18
12 CONC. N OUT IE=468.18
I
I�3
0
�I
�I
XIw
0 20 40
SCALE: 1 "= 20'
OD
CQOD
if;
L
Ln
Ln
480
11
� >
_
480
�0
I
w
OD
;Q
i
EXISTING GRADE AT PIPE
0Of
=Net
475
475
-
-=-_-
_
- ---
w -_
- -
-
--
��
_
+,
90
cr
tu
a0
c
_
__ _
--
W
-
f-
---_-,_
Iu
___-_,
W¢
W
470
Lu _
� o
INN
o �
^
�I
v-
,
O N
�
3
�
_ __
--- -- -
-----___ r
470
..
W
,�
_...__.
^�o
II II ^f°
II II
OD_
`�
00;
chef
��cVN
xWl�l
kl l�J
Ito
+(p
�
co -co
...
k -
+
(n��(o
����
; _
'00
,fir
-
a a
°°
IL
Ww
x - -
<
<
.465
465
(n
z (o
cn
CID 00 co
-------
co 00 to
I
f
320.7
LF 8' PVC e1.5021 -
SEE NOTE 3
f
460
IE= 464.70
......, ..
--.
460
IE= 459.89
455
x-
455
__. ............_ ......
-
I,
tn
�'16
�I
450
cs
_....... .. _
4 50
6+50
_ __......
_--....... _....... ......... .......
7+00
_ _ ._ :............. -
�......... .........
8+00
._ ....... _,.. ........ ._ .. .........._._
"
..... ........ ........._.... .
9+00
_.._. �_._._.._ _._
10+00
SCALE: 1 = 20 HOR
1 "= 5' VIER
Ll
gE0DMMENDep Fog ArfW4r^L
(s 7 a9
Ar
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH CITY OF
RENTON STANDARDS.
2. CORE -DRILL EXISTING MANHOLE TO PROVIDE 8" IE= 459.89.
PROVIDE PGK MANHOLE ADAPTER AROUND PIPE AND SEAL
OPENING WITH NON -SHRINK GROUNT.
3. PIPE LENGTH AND SLOPE ARE BASED ON MEASUREMENT
FROM INSIDE WALL OF SAN MH 1 TO INSIDE WALL OF EXISTING
MANHOLE.
4. PROVIDE KNOCKOUT ON WEST SIDE OF MANHOLE FOR IE=
464.80.
5. SEE SHT 3 FOR DETAILS ON BEDDING, MANHOLE, CLEANOUT,
PAVEMENT PATCHING, ETC.
6. BACKGROUND TOPOGRAPHY BY TRI-COUNTY SURVEYING, INC.
SEE SHT 4. EXISTING 6" DI WAT AND 8" SAN ADDED BY
HAOZOUS ENGINEERING BASED ON KCWD NO. 90 AND CITY OF
RENTON RECORDS.
&AA.m SM352002
4T H .
100 CITY OF I
DEPARTMENT OF P
i T GILL SANITARY SEW
s
s'IONAL PLAN & P F
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
�x
b m
u Q��N
1
t1�
m
C„ jJ
CA
0
O
N
VMS
1w: VAAS .
L Li i S-.�