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1987 SHATTUCK AVE. 9OUTH
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RIM-25.18 RIM=24.33
IE-N-19.72 IE= 21.73
IE-NE-21.53
IE-S-19.59
IE-W-20.97
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35.5 L.F. 48" CPEP SD S=1.69%
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CONSTRUCTION NOTES:
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CONNECT NEW 48" PSD TO EXISTING
21
CONNECT EXISTING SANITARY
STORM VAULT AT EL. 14.45' (FROM
SEWER SERVICE TO NEW 8" PVC
SW 7TH AS -GUILTS) AND NEW 12" SD
SEWER SERVICE, VERIFY EXISTING
AT EL. 19.87'
PIPE DEPTH PRIOR TO
CONSTRUCTION
2
REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE AND
22
PLUG & ABANDON EXISTING SIDE
INSTALLATION BY CITY).
SEWER. RECONNECT TO NEW 8" SS
3
PROTECT EXISTING METER AND
25
ADJUST MANHOLE
METER BOX
27
CONNECT NEW SANITARY SEWER LINE
TO EXISTING SANITARY SEWER
REPLACE EXISTING WATER
MANHOLE, RECHANNEL MANHOLE
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METER AND METER BOX
(BY CITY)
29
RELOCATE EXISTING BURIED
CONNECT EXISTING STORM LINE
TELEVISION (BTV) LINE ADJACENT
AT ROW WITH DI PIPE AND FLEX
TO EXISTING BURIED POWER
COUPLING. MATCH EXISTING IE.
(COORDINATE WITH COMCAST)
(FWD #704)
30
TELEPHONE PEDESTAL
8
ABANDON AND FILL EXISTING
RELOCATION (BY QWEST)
STORM DRAIN PIPE
32
ABANDON STORM DRAIN MANHOLE
PROTECT GAS LINE (COORDINATE
LL�"11
WITH PSE)
36
REMOVE EXISTING CATCH BASIN*
1 D
UTILITY POLE RELOCATION
37
REMOVE EXISTING STORM DRAIN PIPE*
(BY PSE)
11
CONSTRUCT 8" SANITARY SEWER
38
REMOVE ABANDONED SANITARY SEWER*
THROUGH MANHOLE IN 14" STEEL
39
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,
13
PROTECT EXISTING BURIED POWER
VERIFY PRIOR TO CONSTRUCTION.
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
(8Y PSE)
20 SEE SHEET SD04 FOR PROFILE
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139.6 L.F.
8" PVC 5=1.61 %
2.2 L.F. 8"
PVC S=0.14%
13 L.F. 14"
STEEL
CASING
ROSEWATER ' SEINER PROFILE 20 0 20 40
GHi CLIE:WTS I PEOPLE I PERFORMANCE PROFILE UK
SCALE: H: 1 " = 20' V SCALE: : 1 = 2Q'
12Ci1 THIRD AVENUE, 5111TE 15!1:1 • 1"SCALE:
off6iiiiiiii —I
SEA i__, WASHIN•]TON 98101 C_,3 V: 1"=10SCALE IN FEET
RAINIER AVE S (SR 167)
DMJM RABBIS AE M APPROVED FOR CONSTRUCTION CEWNM HORZONmu NAD 1983/1991 IMPRO11EMENTS PRQJECFlELD�:
K sMTM 1" = 20' C]TY OF PHASE 1 PAGE--
1 09M NE 8TH STREET, SUITE 750 °R"°N RENTON SHATTUCK AVE S STORMINATER BYPASS MAIMING NO:
6ELLEWE, WASHIN[3TON 980Q4 R. EDFiAl1N aATuf�
cHE
PFIOME: (4� 454-58DD FAX: (425)454�D CITY OF RENTON DATE acmM. DE LJ1A "r LLINc�E
Public Works Dept. STORM DRAINAGE & UTILITIES SD01
IF NOT ONE INCH PLAN AND PROFILE STA 10+00 TO 13+r50 SwEr
ADDENDUM NO. 1 WRE 07/09 KRS �'"1DC01R°'"a'' FED AID NO.: ARRA-0167[044]
32 OF:
NO. REVISION BY DATE I APPR K• SmrrH
D- 121713141216