HomeMy WebLinkAboutD-342632SECT.18 T.23N. R.5E. W.M.
+
MH2386 1 p 8 S D SD
RIM -24.43 ❑ G G G G 1.
IE -W -14.03 H2.106 ` L
IE -E -14.08 W,
1 1 W 2
8238 8 1
o 41
�3� N < C=21.3
RIM -23.2
f N N7 MH2385 CU3B38
RIM -24.07
IE -NE =78.07 Z
IE -W =77.87 - - - - --
IE -N =17.97
I ( I I I
G , '�i G�� G G
CB2306 H 0
RIM -24.31 RIM -25.17
IE -E -22.47 CTR. CHAN.
IE -W -22.37 =15.16
EXTRUDED CURE
-� - - - 36 CB #2A
E MH2307 �C82308
RIM =25.78
RIM =24,
THIS LINE IS CALLED UT AS IE -N =19.72 IE -21.7:
"PROPOSED TELE. DUC ON IE -NE =21.53
1987 SHATTUCK AVE. OUTH IE -S =19.59
INTERCEPTOR SEWER PANS. IE -W -20.97
I I 1
I ( I
PLAN
SCALE: 1" = 20'
L
OF ABANDONED MANHOLE
G
SS
I'llI
H
J
W,
al
0�
fam
Ld
Z
J
U
Q
CONSTRUCTION
i
I
I
21
NOTES:
i
NEW 48" PSD TO EXISTING
21
i
3
CB #1A
SMH #1
SEWER SERVICE TO NEW 8" PVC
4
SW 7TH AS- BUILTS) AND NEW 12 SO
/
1
AT EL. 19.87'
CB 2382
RIM -23.46
4
30
AREA OF ABANDONED MANHOLE
CONSTRUCTION
REPLACE EXISTING WATER
I -20.16
2383.89
O2
39 21 3 5
20 CS # 2
i
12" CP PIS
INSTALLATION BY CITY).
IE
RI
PROTECT EXISTING METER AND
25
ADJUST MANHOLE
O
P
CT CHAN.
10
27
MH2387
9
=13.7 2
N
REPLACE EXISTING WATER
RIM =24.36
IE W =13.95
METER AND METER BOX
- SS
IE 36" E, 24"
In
d.
AVEL
O7
8" PVC SS
W,18 "EUN-
EXISTING PIPE DEPTH PRIOR TO
(COORDINATE WITH COMCAST)
CONSTRUCTION
1
AVAILABLE
VAULT FLOOR
Q
RELOCATION (BY QWEST)
n i _
SS
SS -
ELEV =13.05
4
AS LINE (COORDINATE
O�
O
WITH PSE;
36
REMOVED EXISTING BASIN*
10
UTILITY POLE RELOCATION
37
REMOVE EXISTING STORM DRAIN PIPE*
(BY PSE)
CONSTRUCT 8" SANITARY SEWER
38
REMOVE ABANDONED SANITARY SEWER*
11
THROUGH MANHOLE IN 14" STEEL
-1 4. 15 --
REMOVE EXISTING MANHOLE *
CASING. SEE DETAIL, DWG SD06.
12
PROTECT EXISTING BURIED
41
ADJUST VALVE BOX
TELEPHONE CONDUIT
BURIED TELEPHONE (BT) SHOWN MAY
(COORDINATE WITH QWEST)
44
NOT EXIST. TELEPHONE IS OVERHEAD,
+
MH2386 1 p 8 S D SD
RIM -24.43 ❑ G G G G 1.
IE -W -14.03 H2.106 ` L
IE -E -14.08 W,
1 1 W 2
8238 8 1
o 41
�3� N < C=21.3
RIM -23.2
f N N7 MH2385 CU3B38
RIM -24.07
IE -NE =78.07 Z
IE -W =77.87 - - - - --
IE -N =17.97
I ( I I I
G , '�i G�� G G
CB2306 H 0
RIM -24.31 RIM -25.17
IE -E -22.47 CTR. CHAN.
IE -W -22.37 =15.16
EXTRUDED CURE
-� - - - 36 CB #2A
E MH2307 �C82308
RIM =25.78
RIM =24,
THIS LINE IS CALLED UT AS IE -N =19.72 IE -21.7:
"PROPOSED TELE. DUC ON IE -NE =21.53
1987 SHATTUCK AVE. OUTH IE -S =19.59
INTERCEPTOR SEWER PANS. IE -W -20.97
I I 1
I ( I
PLAN
SCALE: 1" = 20'
L
OF ABANDONED MANHOLE
G
SS
I'llI
H
J
W,
al
0�
fam
Ld
Z
J
U
Q
CONSTRUCTION
NOTES:
NEW 48" PSD TO EXISTING
21
CONNECT EXISTING SANITARY
OCONNECT
STORM VAULT AT EL. 14.45' (FROM
SEWER SERVICE TO NEW 8" PVC
SW 7TH AS- BUILTS) AND NEW 12 SO
SEWER SERVICE, VERIFY EXISTING
AT EL. 19.87'
PIPE DEPTH PRIOR TO
CONSTRUCTION
REPLACE EXISTING WATER
O2
SERVICE LINE TO MAIN (PIPE AND
22
PLUG & ABANDON EXISTING SIDE
INSTALLATION BY CITY).
SEWER. RECONNECT TO NEW 8" SS
PROTECT EXISTING METER AND
25
ADJUST MANHOLE
O
P
27
CONNECT NEW SANITARY SEWER LINE
TO EXISTING SANITARY SEWER
O
REPLACE EXISTING WATER
MANHOLE, RECHANNEL MANHOLE
METER AND METER BOX
(BY CITY)
29
RELOCATE EXISTING BURIED
CONNECT EXISTING STORM LINE
TELEVISION (BTV) LINE ADJACENT
O7
TO NEW CATCH BASIN, VERIFY
TO EXISTING BURIED POWER
EXISTING PIPE DEPTH PRIOR TO
(COORDINATE WITH COMCAST)
CONSTRUCTION
30
O
TELEPHONE PEDESTAL
ABANDON AND FILL EXISTING
RELOCATION (BY QWEST)
O8
STORM DRAIN PIPE
DRAIN
AS LINE (COORDINATE
O
WITH PSE;
36
REMOVED EXISTING BASIN*
10
UTILITY POLE RELOCATION
37
REMOVE EXISTING STORM DRAIN PIPE*
(BY PSE)
CONSTRUCT 8" SANITARY SEWER
38
REMOVE ABANDONED SANITARY SEWER*
11
THROUGH MANHOLE IN 14" STEEL
39
O
REMOVE EXISTING MANHOLE *
CASING. SEE DETAIL, DWG SD06.
12
PROTECT EXISTING BURIED
41
ADJUST VALVE BOX
TELEPHONE CONDUIT
BURIED TELEPHONE (BT) SHOWN MAY
(COORDINATE WITH QWEST)
44
NOT EXIST. TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO CONSTRUCTION.
13
PROTECT EXISTING BURIED POWER
LINE (COORDINATE WITH PSE)
PROTECT EXISTING BURIED
*UTILITY REMOVALS PAID FOR BY
14
TELEVISION (BTV) LINE
"REMOVAL OF STRUCTURE AND
(COORDINATE WITH COMCAST)
OBSTRUCTION ".
15
GAS MAIN RELOCATION (BY PSE)
19
BURIED POWER LINE RELOCATION
(BY PSE)
20
SEE SHEET SD04 FOR PROFILE
0 +00 1 +00
SEWER PROFILE 20 0 20 40
SCALE: H: 1" = 20'
V: 1 " =10' SCALE IN FEET
APPROVED FOR CONSTRUCTION SCALE VERTICAL: NAVD 1988
DMJM HARRIS ( AECOM Q�
W4 DESIGNED; DE9GNED HORIZONTAL HAD 1983/1991 CITY F
.:. � � � K. SMITH 1 "= 20' �9 ra- CIT 1 OF
10900 NE 8TH STREET, SUITE 750 �j DRAWN: P"NTON
cnecrccD
BELLEVUE, WASHINGTON 98004 " : EDRALIN DgTUM
: ONE INCH Public Works Dept.
PHONE: (425) 454 -5600 FAX: (425) 454 -0220 OP��yF�� CI Y of RENTON DATE M. DE LILLA AT FULL P
SCALE °ACCORDIIINGLY
`VN Q1 ADDENDUM NO. i MIRE 07/09 AIRS gppRDYEO:
ONAL FED AID NO.: ARRA- 0167(044)
_ 1 21 ZOd N0, REVISION BY DATE APPR K. SMITH
HAIIVItI-{I/HVC b (bH l6 /) - -
IMPROVEMENTS PROJECT F,ELDDDGrc,
PHASE 1 PAGE:
SHATTUCK AVE S STORMWATER BYPASS GR WNG ND:
STORM DRAINAGE & UTILITIES SD01
PLAN AND PROFILE STA 10 +00 TO 13 +50 SHEET: R2 OF
Ly P I CA , 3 1DI- I2I71314I2