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GENERAL NOTES
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All CONSTRUCTION SNALL BE IN CONFORMANCE WITH THE CITY OF RE1✓TON "REGULATIONS
AND STANDARDS fOR CONS; RUCTION✓ OF E.YTENS/ONS 70 THE c/TY WATER AND SANITARY h
SEWER SYSTEM "REV /SED ADDITION 0 �
p 2 A PRE - CONSTRUCTION CON.FERfNeZ` SHALL BE AR,PANGfO BETWEEN 60IITRACTOR AND y
I APPROPRIATE CITYOF RENTON OFFICIALS PR /OR 7p CONSTRUCTION.
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3 1T SHALL BE THE CONTRACTORS RE5PO ^.S 1B 1C1TY TO YER /FY THE TRUE AND CORRECT LOCP.T/ONS `. 3
e OFALL EXISTING UTIL /TIES SHOWN, 6'0,4S M AVOID DAMAGE OR D /5TURBANCE. t
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cNV 4. ALL 91DE SEWERS SHALL BE MAO ONA ?% M/P11MUM GRADE, ANV SHALL BE AT A
M /N /MU,Y7 DEPTH OF 5fM7 Al PROPERTY L /Nf.
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5, THE TOP OFMANHOCfS WNTH /F,' OF-WAYS 5114Z NO.rBf ADJUSTED TO FINAL
GRADE UI✓TIL JUST PRIOR TO PAVING.
30'� °
6 ALL SAN /TARY SEWER PIPE fO BE CONCRETE, NON- ff1NFORCEO CONFORMING TO A5TM C14,
O' CLASS ?. ALTERNATE M BE PVC PLASTIC P/Pf CONFORMING TO ASTM D 3034. RUBBER
GASKETS FOR CONCRETE P /PE SN,ALC MfET ASTM C443 STANDARDS. RJ13L 9 GASKETS
T Al. ,AEG E•R S 01V fOR PYC P /PE SHALL MEET ASTM /9G9 STANDARDS. PIPE BEDDING TO Bf CLA55 "C'
ACCORDING M APWA STD. PLAN NO G?
7 MANHOLES 70 BE PER APW,4 MANHOLE 5TANDA,40 PLAN NO 34.
1 EXISTING GRAVEL DRIVE I 8. /T SHALL BE THE CONTRACTORS RE5PON•51BIC17- rO SECURE ACC NECESSARY PERM /TS Ad
ASPHALT ROADWAY + PR /OR TO START OF CONSTRUCTION
6
295'_8 CP MN #3 9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7V 1NSPECT10lV OF ///E SEWER SYSTEM wi
ro__- U5ING.9NAPPRO110TV SYSTEM . VIDEOTAPf5SHAL CBESUBM/ITfDTOT/TECITY 00
SNOWING -THE TV 1N5PE0.r10N WORT'
\ L /n_ NHERE S/nE SEWERS CONNECT INTO MANHOLES, THE MA,YHOCES SHALL BE CHANNELED THE _
ZO• 30' THE SAME AS FOR ANN C/N,.
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S /NGCE SLOE 31WI? c
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l'fNfRAL NOTES
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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
I3o'
6&DE UNTIL JUST PRIOR TO PAV /NG.
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12
s
W
17'
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
R
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FOR PYC PIA5 SNALL MEET ASTM IBG9 STANDARDS. PIPf BEDDING TO BE CLA55 "C"
.f DERSON
ACCORDING TO APWA STD PLAN NO G2
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8 SHALL
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ROADWRY
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/T BE THE CONTRACTORS AfSAW3191ZITY TO SECURE ALL N1:0E55RRY PERM /TS
PRIOR R7 SJARJ Of CONSTRUCT /ON
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,ASPHALT
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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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LNG NE TV INSPECT /ON {YOR/f.
/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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