HomeMy WebLinkAboutWWP2703520.5I
0015
3
CLEANOUT ON F
SEE
SAN M H 1
STA 6+71.15, 0.79'L
RIM= 476.07 -N,,,
0010
0005
ZV co
1
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OPERTY LINE W Wii CLEANOUT ON P OPERTY LINE W W
IE= 469.0 �' Q A IE= 469.0 Q it
ETAI L SHT 3 N 00 co SEE ETAI L SHT 3 -N °p `D
PP
N,S,E
& W C-0,
a
I E= 465.47 E
W"I,, L.(p W EX. 6" DI WAT W
SEE NOT 4-
r
i
9164 W
� W
RIM=�75.17
12" LCPE W IE=472.07
12" L PE N IE=472.02
CB-204 EXISTING MH C
RIM=473.89 STA 9+95.26, 1.81 L Q CB- 01
12" LCPE S IE=472.04 ®CL OF MH RIM= 70.31
„ NEW IE= 460.02 W 12" ONC. N& UT IEE 46 OS
8 PVC E IE=472.04 SEE NOTE 2
N. ROW 3
W&S GA
= CB- 01'I.
W
\ N NE 7TH PLACE
wv 2_ v
>11
wm v . w -- - - w
- .. ..
EX': SSMH .
RIM 470.64 10+00 AT CL OF
IAM AVE NE ROW
_�324:1 LF (C-C) P\VC ®1, 68 : S 1E 459.79 S O
6+50 7+00 v
8+00
9+00 0
00
12 ' crn n�n
'IE=4IJ'
a
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r,
3
WV .
W
4
E I) =4.�d.
8" CLAY 12 LCPE-
IE=473.98 -
- -- - - - J
-
= _ -= CB-204 _
•-
oo k c>3- oz
M CB
202
CI{___ -
12" CO
DITCH
474
®
_
®
l'
1 `" RIM
469.68
E IE=473.96 _ -
143. �CiEI �-�: 4
-2Q3
12"
CONC. W&S IN IE=468.18
r`TD 11Tpu
8 rL W iE=472.23cl-
19
CONC. N OUT IE=468.18
0 20 40
SCALE: 1"- 20'
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.
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S 352006
33
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