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GENERAL NOTES
1. SEE GENERAL STORMWATER NOTES ON DWG G2.
2. SEE DETAIL 2 DWG SW15 FOR TYPICAL TRENCH CROSS
SECTION.
3. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND POTHOLING
ALL UTILITIES NOT PREVIOUSLY POTHOLED WITHIN EXCAVATION
LIMITS, WHICH SHALL BE INCIDENTAL TO PIPE BID ITEMS.
WHERE ADDITIONAL SITE SPECIFIC POTHOLING IS REQUIRED
BY THE PLANS OR REQUESTED BY ENGINEER, IT SHALL BE
PAID FOR BY "SITE SPECIFIC POTHOLING".
4. SOME SIDE SEWER SERVICES ON THIS DWG MAY BE
ABANDONED. CONTRACTOR TO COORDINATE WITH CITY SEWER
UTILITY TO CONFIRM LOCATIONS. SIDE SEWERS CONFIRMED
TO BE ABANDONED DO NOT NEED TO BE POTHOLED.
5. SEE DWG SW17 AND SW18 FOR STORM STRUCTURE DATA.
6. SEE DWG G7 FOR UTILITY POTHOLE DATA.
7. FOR CLARITY, 5 -FT CONTOURS ARE SHOWN ON THIS SHEET.
FOR 1 -FT CONTOURS, SEE TOPOGRAPHIC SURVEY DRAWINGS
CONSTRUCTION NOTES
CONSTRUCT APRON BEHIND CATCH BASIN USING ASPHALT
WEDGE CURB PER DETAIL 3 ON DWG SW15. ASPHALT WEDGE
CURB IS INCIDENTAL TO HMA BID ITEM.
REMOVE AND REPLACE EXISTING CATCH BASIN. CONNECT TO
EXISTING PIPE TO THE EAST.
COREDRILL AND CONNECT NEW PIPE TO EXISTING SDMH.
REMOVE EXISTING PIPES AS NEEDED TO MAKE CONNECTION.
REMOVE AND REPLACE EXISTING CATCH BASIN.
PLUG EXISTING PIPE.
RESTORE WEDGE CURB PER DETAIL 3 ON DWG SW15.
UNDERGROUND CABLE TV SHOWN IN BASEMAP. POTHOLER
(APS) WAS UNABLE TO LOCATE WITH POTHOLE C3.
CONTRACTOR TO LOCATE ANY UNDERGROUND CABLE TV IN
THIS VICINITY AND PERFORM SITE SPECIFIC POTHOLE.
PROTECT AND SUPPORT UTILITY CROSSING.
PROTECT AND SUPPORT EXISTING UTILITY CROSSING.
PROTECT AND SUPPORT EXISTING UTILITY CROSSING. INSTALL
ETHAFOAM PAD FOR SEPARATION FROM NEW STORM.
REPLACE EXISTING SURVEY MONUMENT.
EXISTING UTILITY TO BE ABANDONED. REMOVE SECTION OF
PIPE AS REQUIRED AND PLUG ENDS.
NEW 8" WATER TO BE INSTALLED A MINIMUM OF 6 INCHES
ABOVE NEW 12" STORM.
REMOVE AND REPLACE EXISTING CATCH BASIN. CONNECT TO
EXISTING 8" SD FROM E.
CONTRACTOR TO INSTALL CONCRETE BLOCK PIPE ANCHORS
PER COR STD PLAN 221.30 BETWEEN MH27 AND MH29.
PIPE ANCHORS SHALL BE SPACED AT MAX 50—FT INTERVALS.
CDF MAY BE SUBSTITUTED FOR CONCRETE.
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PROFILE5 2.5 0 5 10 PROFILE RECOMMENDED FOR APPROVAL BY
1"=5' JOSEPH FARAH
S 7TH ST. TO STA 1+65.30 Scale Feet S 7TH ST. STA 1+65.30 TO STA 3+29.68 SURFACE WATER UTILITYENGINEER
HORZ SCALE: 1' 20' 20 10 0 20 40 HORZ SCALE: 1" 20'
VERT SCALE: 1"=5' 1"=20' VERT SCALE: 1"=5'
Grp Scale Feet
Q of wns;�r CL' Dare
E=ND CEAs NOTED DR -DNF �w9e9;ss, RENTON HILL UTILITY REPLACEMENT PROJECT 05/05/2017
���"`" CITY OF
• D" JTE /1 STORM SYSTEM IMPROVEMENTSFELDNOON
PAGE
4 Louis Berger �WH JTE DNEFIT LINCH oAT M RENTON
O RLi w BID SET MSG 05/05/2017 MSG CHEE�SW1
s�R � L PR"EDMew IF NOT ONE INCH Planni /13w1din /Public Works Dept. PLAN AND PROFILE, S 7TH ST, SHEET 1 OF 3
520 Pike St, Ste 1005, Sea81e, WA 98101 ' 206.453.1043 NO. REVISION BY DATE APPR aP SOPLE°xco"DiNOLY P P SHEEN: OE.
/05/17 °`MSG 34 B9
S W P 3 13 2 4