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WATER NOTES:
A6APPROXIMATE LOCATION OF EXISTING SANITARY SEWER
A13' COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED. SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
A2REWOVE EXIS77NG FIRE HYDRANT. SHALL P077-IOLE IN ADVANCE TO DETERMINE EXACT
LOCA 710N AND DEPTH. LOCATE WA TER MAIN PIPE JOINT A
AjCLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
ABANDONED VALVES) BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
Q4 REPLACE EXISTING 3/4" WATER SERVICE WITH NEW 1" WATER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL —VITRIFIED CLAY- RE—SEC7IONED WITH PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SETTER AND NEW AND FLEXIBLE FERNCO COUPLINGS
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.—CONCRE7F• RE —SECTIONED W17H ROMAC SADDLE
A5POTHOLE IN THIS LOCA77ON AHEAD OF WATER MAIN —PVC. • RE—SEC77ONED W17H RIGID COUPLINGS OR A
INSTALLA 710N TO ESTABLISH LINE AND GRADE. ROMAC SADDLE
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST (206) 323-4144
SEATTLE, Washington 1-800-935-0508
98102-3513 FAX# (206) 323-7135
E—MAIL: info@brhinc.com
NO.
RECOMMENDED
FOR APPROVAL
BY
BY
REVISION
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2708 NE 5th PL
N, 5th P
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/ 3291800380
4o 2703 NE 5th PL
3291800390 STA. 43+10.3 25.7RT
2 613 NE 5th P L 1— 8" 45' BEND (MJ) W/
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GENERAL NOTES
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.
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W=367302
DATE:
SURVEYED: SCALE:
BRH VERTICAL NAVO 1988 N E 5TH P L 9— 4-13
DESIGNED: As Noted HORIZONTAL: NAD 1983/1991 CITY OF
AW RENTON PPAGE: WATER MAIN REPLACEMENT PROJECT OK:
AGE:
DRAWN:
AW DRAWING NO:
ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. EDMONDS AVE / NE 5TH PL STA 38+50 t0 44+00 2013009.00
AW, AG IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF:
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