HomeMy WebLinkAboutS-3520020
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CLEANOUT ON PROPERTY LINE
IE= 469.0
SEE ETAII SHT 3
SAN MH 1 PP
STA 6 +70.55, 1.81'L & W'a,
RIM= 475.88
IE= 464.70. E
SEE NOTE -W
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0005
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w w CLEANOUT ON P OPERTY LINE w w
tis , IE= 469.0 4.5' MIN. WIDTH
�N 00 `o SEE ETAIL SHT 3�N `o SEE DETAIL SHT 3
Al 0/ w
12' CONIC.
E IE= 473.96
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0
0
�I0
475.23
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W
QI
EXISTING MH
STA 9 +95.26, 1.81'L
®CL OF MH-
NEW IE= 459.89 W
SEE NOTE 2
ve
W &5 CA
CB- 1
RIM=17'. 31
12" INC, W &8 IN IE =468A8
12" ONC, N OUT IE= 468.08
-m Clce 01..1 .
R ON r
- y EX. 6" DI WAT v
EX SEW
J
N ZTH PLACE 1 }QVp RIM ^E IAM AVE AT CL OF
370 Z LF� "_PJ �1.5D G_ a0 N &E, IE 459.89 H UTAM A NE ROW
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1 3 WY.
J
C8 202
- 00 RIM 469,68
,7 8" PL W IE =47 3 ,2 CONC. W &8 IN IE= 468.18
12" CONIC. N OUT IE= 468.18
. 475.65 S. ROW q
.475.64 ._ �CLEANOUT ON P
'
47 IE= 469.05 59
n SEE DETAIL SHT
.474.80
O 7 N
^WW
(10) (0
.47 .16 4
HARDIP GILL PROPERTY
PARCEL A
LINE m \CLEANOUT ON P PERTY LINE _�I \CLEANOUT ON PROPERTY UNE
IE= 469.0
v SEE DETAIL SHT
apvlo
^WW
4715 00 b .474.53
HARDIP GILL PROPERTY
PARCEL B
IE= 467.5
SEE DETAIL SHT 3
00 I CL ROW
v
W
<o
U1
0 20 40
SCALE: 1 "= 20'
6 +50 7 +00 5 +00 9 +00 10 +00
SCALE: 1 "= 20' HOR
1"= 5' VER
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 MH1 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.
S=352002
CITY OF I
"+ DEPARTMENT OF P
33 0 GILL SANITARY SEW
I�A7 PLAN & PR
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
Q. &
& w� -
.475.64 ._ �CLEANOUT ON P
'
47 IE= 469.05 59
n SEE DETAIL SHT
.474.80
O 7 N
^WW
(10) (0
.47 .16 4
HARDIP GILL PROPERTY
PARCEL A
LINE m \CLEANOUT ON P PERTY LINE _�I \CLEANOUT ON PROPERTY UNE
IE= 469.0
v SEE DETAIL SHT
apvlo
^WW
4715 00 b .474.53
HARDIP GILL PROPERTY
PARCEL B
IE= 467.5
SEE DETAIL SHT 3
00 I CL ROW
v
W
<o
U1
0 20 40
SCALE: 1 "= 20'
6 +50 7 +00 5 +00 9 +00 10 +00
SCALE: 1 "= 20' HOR
1"= 5' VER
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 MH1 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.
S=352002
CITY OF I
"+ DEPARTMENT OF P
33 0 GILL SANITARY SEW
I�A7 PLAN & PR
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555