HomeMy WebLinkAboutS-3520060010
0015
3
� w �
CLEANOUT ON PROPERTY LINE _ w w CLEANOUT ON F
'' tE= 469.0 �' .
SEE DETAIL
SHT 3 y ro `D SEE
SAN MH 1 °u s,E
STA 6 +71.15, 0.791 & w 'o, a
RIM= 476.07
IE= 465.47 E
- SEE 'NOTE 4 -w
0005
9154
1 �
6
� N
47S.bV
d
CB -2
3
LINE '? �CLEANOUT ON
RIM=
75.17
3
eNO o 12" L
PE W IE= 472.07
c
�Mo
12" L
PE N IE= 472.02
°p
`*
CB -204
'ERTY LINE ^
w w
RIM= 473.89
AIL HT .3 �,�
AIL SHT 3
�
� 12"
E E i 472.04 4
8" CLAY`
IE =473.98
12 CO q
=573 9f
GTR I
'75 6' n1 CLEANOUT ON
.47s.d& IE= 46<S.V59
SEE DETAIL SI
" 474.80 � v m
p b OF
m
^ww
�D�
57523 . 475.6
HARDIP GILL PROPERTY
PARCEL A
& W1Q,
EXISTING MH
STA 9 +95.26, 1.811
OCL OF MH-
NEW IE= 460.02 W
SEE NOTE 2
w &s�T cn
W I
�NI
I
'a- 0
RIM= 70.31
12" ONC. W &S IN IE= 468.08
12" ONC. N OUT E= 468.08
3
01
!OPERTY LINE n \\_CLEANOUT ON PRC
IE= 467.5
3 ^ SEE DETAIL SHT 3
1� t1j N
ads
m
.474.53 y 0 tp
LINE 3
CL ROW n
0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y 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 MHI 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.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555
6
� N
47S.bV
F
?OPERTY
LINE '? �CLEANOUT ON
IE= 469.0
3
' SEE DETAIL Si
c
�Mo
'o
^ww
-'
.
0) 00 0
,.
..
\
..RIM 47464
'n&t rl �na3.69
HARDIP GILL PROPERTY
PARCEL B
10 +00 AT CL OF
H UTAM AVE NE ROW
324.1 LF�(C -C) 8 "':�C ®1.66%
SIE 4x979
S O
�
�
��-
02..
C8
202
RIM
469.68
-933
12"
CONC. W &S IN IE= 468.18
5Q;L W IE= 472.2 -;;
h
12"
CONC. N OUT IE= 468.18
!OPERTY LINE n \\_CLEANOUT ON PRC
IE= 467.5
3 ^ SEE DETAIL SHT 3
1� t1j N
ads
m
.474.53 y 0 tp
LINE 3
CL ROW n
0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y 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 MHI 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.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555
47S.bV
F
?OPERTY
LINE '? �CLEANOUT ON
IE= 469.0
3
' SEE DETAIL Si
c
�Mo
'o
^ww
0) 00 0
42
.475.
HARDIP GILL PROPERTY
PARCEL B
!OPERTY LINE n \\_CLEANOUT ON PRC
IE= 467.5
3 ^ SEE DETAIL SHT 3
1� t1j N
ads
m
.474.53 y 0 tp
LINE 3
CL ROW n
0 20 40
SCALE: 1'= 20'
6 +50 7 +00 8 +00 9 +00 10 +00
SCALE: 1'= 20' HOR
1 "= 5' VIER
SHEET NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM WITH C17Y 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 MHI 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.
Sm3 52,006
AS -BUILT
a &; S- 35aooC
CALL 48 HOURS
BEFORE YOU DIG j
1- 800 - 424 -5555