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° _ EX B °SAN SEWER -y /
EX 4 1SAN SEWER =3
FORCE MA'N ^,' _ p/ EX /STING SAN MH BENCH MARK " TOP Of SAN MH 7'SOUTN qN0 5'W ST UAi
2C 4C' -B "C.P INTERS 138r#AYE SE. ANO SE. /0 /5 /FL.
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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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V.J � ti B "SEWER MA /N
S /NGCE SLOE 31WI? c
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