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INSTALLATION NOTES OLD INT. STA.0+00 ey CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES NOW STA 6408.68 121_,��3 C11-Y A—EMW126
AVERAGE DEPTH OF COVER IS 4' ON 16 "& 24" AND FIRE HYDRANTS
CONTRACTOR SHALL SUPPLY ALL TEMPORARY FITTINGS FOR TESTING AS BUILT
PRESSURE TEST SHALL BE 200 PSI
CITY OF R E N T O N
CONTRACTOR WILL MAKE FINAL TIE-INS DEPARTMENT OF ENGINEERING
_EX. METERS WILL BE RECONNECTED TO NEW MAIN AFTER TIE-INS
THE EX. MAINS 8 SERVICES MUST REMAIN IN SERVICE W-445
-ALL THREE TIE-INS SHALL BE MADE AT SAME TIME SPRINGBROOK RD. TRUNK
-ONLY ONE SHUT DOWN ALLOWED ON EACH SECTION FOR TIE -INS AS BUILT DRAWING RK 3-X-8o DATE DEC 1975 FfLE NO.--
DRAWN 372/403
CHECKED SCALE 1 40' -1. .—AG,
N0. REVISION 9Y APPR.I DATE APPROVED SHEET -l-OF- 2-
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)-v
INSTALLATION NOTES OLD INT. STA.0+00 ey CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES NOW STA 6408.68 121_,��3 C11-Y A—EMW126
AVERAGE DEPTH OF COVER IS 4' ON 16 "& 24" AND FIRE HYDRANTS
CONTRACTOR SHALL SUPPLY ALL TEMPORARY FITTINGS FOR TESTING AS BUILT
PRESSURE TEST SHALL BE 200 PSI
CITY OF R E N T O N
CONTRACTOR WILL MAKE FINAL TIE-INS DEPARTMENT OF ENGINEERING
_EX. METERS WILL BE RECONNECTED TO NEW MAIN AFTER TIE-INS
THE EX. MAINS 8 SERVICES MUST REMAIN IN SERVICE W-445
-ALL THREE TIE-INS SHALL BE MADE AT SAME TIME SPRINGBROOK RD. TRUNK
-ONLY ONE SHUT DOWN ALLOWED ON EACH SECTION FOR TIE -INS AS BUILT DRAWING RK 3-X-8o DATE DEC 1975 FfLE NO.--
DRAWN 372/403
CHECKED SCALE 1 40' -1. .—AG,
N0. REVISION 9Y APPR.I DATE APPROVED SHEET -l-OF- 2-
S_E_ 177 ST TI F- IN- UET�1L
NORTH SECTION \ STA 14 +0�
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