HomeMy WebLinkAboutSWP2703426.36SECT.18 T.23N. R.5E. W.M.
CONSTRUCTION NOTES:
MH238I
RIM=24.36
IE W =13.95
IE 36" E, 24"
W, 18" E UN-
AVAILABLE
VAULT FLOOR
ELEV=13.05
MH2386
RIM=24.43
IE-W=14.03
IE-E=14.08
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11
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12" CPEP SQ
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V)
ROSE VVATER
CLIENTS PEOPLE PERFORMANCE
DMJM HARRIS I AECOM
10900 NE 8TH STREET, SUITE 750
BELLEVUE, WASHINGTON 98004
PHONE: (425) 454-5600 FAX: (425) 454-0220
n.
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Nk �G
?lit 11"
APPROVED FOR CONSTRUCTION
i
CITY OF RENTON
PLAN
SCALE: 1 " = 20'
PROFILE
SCALE: H: 1" = 20'
V: 1"=10'
AE
N0.
ADDENDUM NO. 1
REVISION
SURVEYED:
DESIGNED:
K. SMITH
DRAWN:
R. EDRALIN
CHECKED:
M. DE LILLA
WRE 07/09 KRS APPROVED:
BY DATE APPR K. SMITH
SCALE:
1"=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
D
n
LI
n
0
Ln
LUG
0
La 30
Q 20
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
OCONNECT NEW 48" PSD TO EXISTING
STORM VAULT AT EL. 14.45' (FROM
SW 7TH AS—BUILTS) AND NEW 12" SD
AT EL. 19.87'
O2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE AND
INSTALLATION BY CITY).
O3 PROTECT EXISTING METER AND
METER BOX
OREPLACE EXISTING WATER
METER AND METER BOX
(BY CITY)
OCONNECT EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
O8 ABANDON AND FILL EXISTING
STORM DRAIN PIPE
OPROTECT GAS LINE (COORDINATE
WITH PSE)
O10 UTILITY POLE RELOCATION
(BY PSE)
11 CONSTRUCT 8" SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SD06.
12 PROTECT EXISTING BURIED
TELEPHONE CONDUIT
(COORDINATE WITH QWEST)
13 PROTECT EXISTING BURIED POWER
LINE (COORDINATE WITH PSE)
14 PROTECT EXISTING BURIED
TELEVISION (BTV) LINE
(COORDINATE WITH COMCAST)
15 GAS MAIN RELOCATION (BY PSE)
19 BURIED POWER LINE RELOCATION
(BY PSE)
20 SEE SHEET SD04 FOR PROFILE
21 CONNECT EXISTING SANITARY
SEWER SERVICE TO NEW 8" PVC
SEWER SERVICE, VERIFY EXISTING
PIPE DEPTH PRIOR TO
CONSTRUCTION
22 PLUG & ABANDON EXISTING SIDE
SEWER. RECONNECT TO NEW 8" SS
25 ADJUST MANHOLE
27 CONNECT NEW SANITARY SEWER LINE
TO EXISTING SANITARY SEWER
MANHOLE, RECHANNEL MANHOLE
29 RELOCATE EXISTING BURIED
TELEVISION (BTV) LINE ADJACENT
TO EXISTING BURIED POWER
(COORDINATE WITH COMCAST)
30 TELEPHONE PEDESTAL
RELOCATION (BY QWEST)
32 ABANDON STORM DRAIN MANHOLE
36 REMOVE EXISTING CATCH BASIN*
37 REMOVE EXISTING STORM DRAIN PIPE*
38 REMOVE ABANDONED SANITARY SEWER*
39 REMOVE EXISTING MANHOLE*
41 ADJUST VALVE BOX
44 BURIED TELEPHONE (BT) SHOWN MAY
NOT EXIST. TELEPHONE IS OVERHEAD,
VERIFY PRIOR TO CONSTRUCTION.
*UTILITY REMOVALS PAID FOR BY
"REMOVAL OF STRUCTURE AND
OBSTRUCTION".
0+00 1 +00
SEWER PROFILE 0 0 z U 40
SCALE: H: 1" = 20'
V: 1"=10'
CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
-'_ALL IN FEET
RAINIER AVE S (SR 167)DATE:
IMPROVEMENTS PROJECT FIELDBOOK:
PHASE 1 PAGE:
SHATTUCK AVE S STORMWATER BYPASS DRAWING NO:
STORM DRAINAGE & UTILITIES SDO1
PLAN AND PROFILE STA 10+00 TO 13+50 HEFT: qP OF,
JD� -12�7�3�4�2�6