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HomeMy WebLinkAboutR-342634SECT.18 T.23N. R.5E. W.M.
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ROSEWATER
1 CLIENTS I PEOPLE I PERFORMANCE
12.-1 THIRD AVENUE, SUITE 1500 16
SE4fT.. WASHIA;TON 98'01 30 3
i
DMJM HARRIS I AECOM
10900 NE STH STREET, SUITE 750
BELLEVUE, WASHINGMN 98044
PHONE: (425) 45"OW FAX: (425) 454-OM
14.1 LF 12" CPEP
S=6.74% -
APPROVED FOR CONSTRUCTION
CITY OF RENTON
DATE
PROFILE
SCALE: H: 1" = 20'
V: 1 "=1 0'
SURVEYED;
DESIGNED: SCALE
K SMITH
R. EDRALIN
CHECKED: DNE N1CH
M. DE LL1A AT FULL QfJI F
ADDENDUM N0. 1 WRE 07/09 KRS C NOT ONE INCH
APPRwED: scuE ►uccaRaNGLr
NO. REVISION BY I DATE I APPR K. SMFTH
VERTICAL• NAW 1988
HORIZONTAL NAD 1983/1991
DATU M
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CONSTRUCTION NOTES:
O2 REPLACE EXISTING WATER
SERVICE LINE TO MAIN (PIPE
AND INSTALLATION BY CITY)
O3 PROTECT EXISTING WATER
METER AND METER BOX
REPLACE EXISTING WATER
O METER AND METER BOX
(BY CITY)
INSTALL TRAFFIC RATED COVER
O ON METER BOX
OPROTECT EXISTING 10"
WATER MAIN, COORDINATE
WITH RENTON WATER
DEPARTMENT TO SHUT OFF
MAIN DURING CONSTRUCTION
CONNECT EXISTING STORM LINE
TO NEW CATCH BASIN, VERIFY
EXISTING PIPE DEPTH PRIOR TO
CONSTRUCTION
ABANDON AND FILL EXISTING
STORM DRAIN PIPE
9 PROTECT GAS LINE (COORDINATE
WITH PSE)
iC COORDINATE WITH PSE TO
RELOCATE OR PROTECT EXISTING
UTILITY POLE
11 CONSTRUCT 8" SANITARY SEWER
THROUGH MANHOLE IN 14" STEEL
CASING. SEE DETAIL, DWG SD06
15 GAS MAIN RELOCATION (BY PSE)
20 SEE DWG SD04-SD05 FOR
PROFILE
23 PROTECT OR RELOCATE EXISTING
SANITARY SEWER SERVICE
25 ADJUST MANHOLE
2� CONNECT NEW SANITARY SEWER
LINE TO EXISTING SANITARY
SEWER MANHOLE AND RECHANNEL
28 CORE DRILL AND CONNECT TO
EXISTING STORM DRAIN
STRUCTURE
32 ABANDON STORM DRAIN
MANHOLE
35 WARNING -UNKNOWN UTILITY
APPEARS TO PASS THROUGH
EXISTING MANHOLE. VERIFY
LOCATION AND COORDINATE
RELOCATION PRIOR TO REMOVING
MANHOLE.
CITY OF
RENTON
Public Works Dept.
FED AID NO.: ARRA-0167(044)
36 REMOVE EXISTING CATCH
BASIN
3� 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.
46 FIELD LOCATE CB TO
INTERCEPT EXISTING STORM
DRAIN PIPE FROM BUILDING
50 PROTECT EXISTING FIRE
HYDRANT
*UTILITY REMOVALS PAID
FOR BY "REMOVAL OF
STRUCTURE AND
OBSTRUCTION".
RECORD DRAWINGS
SEPTEMBER 2010
BASED ON CONTRACTOR'S
RECORDS
20 0 20 40
L.wli-
SCALE IN FEET
RAINIER AVE S (SR 167)
IMPROVEMENTS PROJECT
FlELDBOOK:
PHASE 1 PAGE
SHATTUCK AVE S STORMWATER BYPASS AWIN.'
STORM DRAINAGE & UTILITIES SD02
PLAN AND PROFILE STA 13+50 TO 17+50 SHEET: . :,
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