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L ALL MNSTRYCTION S/IAU BE IN CONFORMANCE WITH THE 017Y OF RENTON 119E6ULAT/ON5
AND STANDARDS fOR CONSTRUCT /ON Of EXTENSIONS TO THE C /TY WATER AND SAN ITARY
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SEWER SYSTEN'SQEYISED AOOITroN
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2 A PRE-CONSTRVCTION CONFERENCE SNALL BE ARRANGED BETWEEN CONTRACTOR AND
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APPROPR /ATE 017Y 0)' AL ON OFF /CIALS PB/OR TO CONSTRUCT /ON.
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3 /T SNALL BE THE CONTRACTORS BE5PONSIBILLTY TO YER /FY THE TRUE AND CORRECT 10CAT/ONS
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XSTING UTILIJ /ES 5110mY. SO AS TO AVOW DAMAGE OFALL OR D /STJRBANCE.
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4 ALL SIDE SEWERS SHALL BE LAID ONA 21- M/N/MUM GRADf, ANO SHALL Bf AT A
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MINIMUM DfPTN OFSfAfT AT P.YOPfRTY LINE.
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5. THE TOP OFMANNOMS W /THIN RIGHT -OF -WAY'S 5,,YALL NOT BE ADJUSTED TO FINAL
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6&DE UNTIL JUST PRIOR TO PAV /NG.
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6 ALL SAN /TARY SEWER PIPE TO BE CDNCRETEi NON-REIh'fORCEO CONFORM /NG TO ASJM L314r
CLASS 2. ALTERNATE 70,646 PVC PLASTIC P /Pf CONFORMING TO ASTM D 3034. RUBBER
GASKETS FOR CONCRETE PIPE SNALL MEET ASTM C443 STNDARDS. RUBBER GASKETS
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FOR PYC PIA5 SNALL MEET ASTM IBG9 STANDARDS. PIPf BEDDING TO BE CLA55 "C"
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ACCORDING TO APWA STD PLAN NO G2
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/T BE THE CONTRACTORS AfSAW3191ZITY TO SECURE ALL N1:0E55RRY PERM /TS
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9 THE CDNTRACTOR SHALL BE RESPONSIBLE FOR TV. I,NSP Ltr /ON OFTHE SEVER SYSTEM
J5/NG EO TAPES SHALL BE SVBM/TTE? TO THE C/TY
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/0. WHERE S /OE SEM:M CONNECT INTO MANHOLES, THE MANHOLES SNALL BE CHANNELED TNr
THE SAME AS FOR MAIN LINE.
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