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1. ALL NEW WATER PIPE AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN
THROUGH THEM BEFORE BEING FLUSHED, DISINFECTED, AND PRESSURE TESTED.
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER MAINTENANCE
DEPARTMENT TWO WEEKS BEFORE MAKING A CUT -IN CONNECTION TO AN
EXISTING WATER MAIN AND 5 DAYS BEFORE MAKING A CONNECTION TO A NEWLY
CUT -IN TEE AND VALVE(S) ON THE EXISTING MAIN. ALL PIPE AND FITTINGS NOT
TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 1 % CHLORINE SOLUTION
PRIOR TO INSTALLATION.
2. AFTER DISINFECTING THE WATERMAIN, DISPOSE OF CHLORINATED WATER BY
DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER.
J. DEFLECT THE WATERMAIN ABOVE OR BELOW EXISTING UTILITIES AS REQUIRED TO
MAINTAIN 3FT MINIMUM COVER, 12 IN. MINIMUM VERTICAL CLEARANCE BETWEEN
UTILITIES UNLESS OTHERWISE SPECIFIED.
4. ALL FITTINGS SHALL BE BLOCKED PER CITY OF RENTON STANDARD DETAILS
UNLESS OTHERWISE NOTED.
CIVIL ENGINEERS & LAND
2009 MINOR AVE. EAST
SEATTLE, Washington
98102— 3513
SURVEYORS
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
E—MAIL: info@brhinc.com
NO.
RECOMMENDED
FOR APPROVAL
BY
BY
REVISION
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WA TER NOTES:
A13' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
A2REVOVE EXIS77NG FIRE HYDRANT.
AiCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
ABANDONED VAL VES)
Q4 REPLACE EXIS77NG 314" WATER SERVICE W77H NEW 1 " WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
SERVICES) CONNECT NEW METER SETTER AND NEW
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
A5POTHOLE IN THIS LOCAT70N AHEAD OF WATER MAIN
INSTALLA 77ON TO ESTABLISH LINE AND GRADE.
A6APPROXIMA 7E LOCA 77ON OF EXIS77NG SANITARY SEWER
SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCA 77ON AND DEP7H LOCATE WATER MAIN PIPE JOINT A
MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.
-VITRIFIED CLAY RE-SEC77ONED WITH PVC PIPE SPOOL
AND FLEXIBLE FERNCO COUPLINGS
-CONCRETE: RE-SEC77ONED WITH ROMAC SADDLE
-PVC: RE-SEC77ONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
W=367301
SURVEYED: SCALE: DATE:
BRH VERTICAL- NAVD 1988 N E 5TH P L
As Noted HORIZONTAL• NAD 1983/1991 �► 9-4-13
DESIGNED: CITY 0 �
RENTON WATER MAIN REPLACEMENT PROJECT FIELDBOOK:
DRAWN:
AW ONE INCH - I DRAWING NO:
CHECKED: AW, ACi AT FULL SCALE ----::. Plan ning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 35+70 to 38+50 2013009.00
IF NOT ONE INCH
PR APPROVEDD:G SCALE ACCORDINGLY J>
BY DATE A PSHEET: OF:
W-1 5
IWI-1316171317
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