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WATER NOTES:
Q1 3' COVER MIN/MUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
2Q REMOVE EXIS77NG FIRE HYDRANT.
3Q CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
ABANDONED VALVES)
AREPLACE EXISTING 3/+" WATER SERVICE WITH 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.
5Q POTHOLE IN THIS LOCATION AHEAD OF WATER MAIN
INSTALLA7701V TO ESTABLISH LINE AND GRADE.
AAPPROXIMATE LOCATION OF EXIS71NG SANITARY SEWER
SERVICE BASED ON AS —BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'--5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCATION AND DEPTH. 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 —SECTIONED WITH PVC PIPE SPOOL
AND FLEXIBLE FERNCO COUPLINGS
—CONCRETE• RE—SEC77ONED WITH ROMAC SADDLE
—PVC: RE—SEC7701VED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
7Q EXIS77NG WATERMA/N MUST REMAIN ACTIVE DURING
CONS7RUC77ON. INSTALL NEW WATER MAIN BELOW
EXIS77NG WATER MAIN IF NECESSARY.
NOTE. • ALL PIPE SHALL BE
BAGGED AND SEALED FROM
POINT OF DELIVERY
THROUGH INSTALLATION.
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CONNECT TO EXIS77NG 8" DI 17 9R R
SEE SHEET W-23 FOR FITTING
SCHEDULE AND DETAILS
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SEE SHEET W-12
EW WATER MAIN MUST BE
C71VE BEFORE INSTALLING
4TCH BA�SIINA�N�D� L�A7E�RAL.
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ONE -CALL RE RENCE ION Y ACONTRACTOR OR
ALL FIELD LOCATE ALL EXISTING JWILITIES A MINIMUM OF 72 HOURS
KnowwhatsbeloW. PRIOR TO CONSTRUCTION.
Call before you dig.
ORIGINAL PLANS STAMPED Ott:
AN R Y3F>:YGANYGANDT ORS/19/17
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s�srrs PRIOR TO NEW 4 WATER MAIN
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WATER ALVE /
RIM-36 .74 PROPOSED SANITARY SEWER.
TW-36 .49 SEE SHEET S-8.
WATER VALV COLUMN/Fs=11I-F
RIM=362.75 WATER VALVE SUPPORT
TW=360.75 RIM-363.01
P TGI---61.01 INO
1 — 6" SPOOL CL-52 DI
1 — 60x4" REDUCER (MJxMJ)
1 — 4" SPOOL CL-52 Dl
1 ---4- 45' BEND (MJxMJ) W/ CONC.
THRUST BLOCK
1 — 4" CAP (MJ)
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7ES77NG DETAIL
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INSTALL WHEEL CROSSING PR07F
FOR 2" BYPASS (TYP.). TO BE
°c.C)o 66' FURNISHED BY CITY OF RENTON.
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REMOVE PIG LAUNCH AND INSTAL
2 — 4" DI SPOOL
1 — 4" AWWA C-900 PVC SPOOL
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NEXT SHEET
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CONNECTION DETAIL
1 STA, 15+27 HIGH AVE S.
W14 ABANDON OLD 6"Cl AND INSTALL NEW 40W
S �F CONSTRUCTION OF NEW 4 "W
o99 \ ♦♦ oP�ti I 1188,9 q PENDING SPU APPROVAL
ss 7n� ♦ GFC' `l� `pF ° �9
\ �R9 ♦ 1 I� 0'' }s INSTALL WHEEL CROSSING PR07EC77ON
FOR 2" BYPASS (TYP.). TO BE
FURNISHED BY CITY OF RENTON.
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S 7TH STREET
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1 — 4" VER77CAL CROSS PIGGING
STA77ON USED #5 2" BLOWOFF
1 - 4" CAP (MJ) SET BLOWOFF BOX
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TYPE 1
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-- — PROPOSED STORM DRAIN. SEE
SHEET SW-3. CONNECT TO EXISTING 8" DI 19
S
SEE SHEET W-24 FOR FITTING IQVl � � Rs � � � r�Fo, °
//���� SCHEDULE AND DETAILS-T 93� `"� ^ \
77/TT777T77/T77777717T 'pi Fq 6'n 7,.F. / ; '\ h',o 7 a O ^
REVISION
SURVEYED:
BRIT
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AW, AS
BY DATE APPR APPROVED:
AG
— — .. — .. —SEE SHEET W-17 .
SCALE: DATE:
"—zo' HORZONTAL. FAD 1983/1991 id RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
- �CRENTON
I T�YI O�TI
� I\E I V TO I V PIAEGoeaoK:
II ONE
INCH II DATUM HIGH AVE S: STA. 10+50 TO STA. 12+70 DRAWING NO:
IF AT INCH
NSCALE l PlannIng�Building�PublIc Works Dept. S 7TH STREET: STA. 6+00 TO STA.10+50 W-14
NCH
SCALE ACCORDINGLY GRANT AVE S: STA. 0+00 TO STA. 1+50
SHEET : oE:
22 88
W 0024