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<br />1/4" RADIUS <br />TOO LEO EDGE <br /> <br /> <br />PERMISSIBLE CONCRETE <br />PAVEMEN T <br /> <br />1/4" RADIUS TOOLED EDGE <br /> <br />- QI\~I!J~7T - <br /> <br />EXISTING C, a G, . '-'~\~:: ~ :',:..:' '~'.:' <br />....:,:.':',,:',: '::',:,: :':','~'.:-:;::: .<"'. <br /> <br />. " .. 'I .. '.." ",: ~SEE NOTE 5 <br />. , <br /> <br />, ' <br /> <br />',.. . . <br />.- ., <br /> <br />DIRECT BURIED <br />CABLE <br /> <br /> <br />. <br />. . <br /> <br />COMPACTED BACKFILL <br /> <br />" <br /> <br />: '. '. .." <br /> <br />TYP.ICAL SECTION FOR NARROW CUTS <br />ADJACENT TO CURB a GUTTER <br /> <br />GENERAL NJrES <br /> <br />1. o:NrRACroR/REPAIR CRDl KJST N:n'IFY <br />DEP ARIMmr OF I?'UBLI e m RKS AT LEAST <br />CNE ~ PRIOR rro BEGINNING ~ <br />BACKFILL OPERATICNS . <br /> <br />5 . a:U:1'<I:a 1:; SHALL BE EXX1AL 'ro IE?m <br />OF EXISTING BASE OR ~J.'E OR <br />A MIN!MtJM OF 12. TftHIæE\1ER IS <br />GREAmR. <br /> <br />2 . ALL ~RI< AND MATERIALS KJST Mær ern <br />OF SAN MAa::X:S STANDARD SPEX:IFICATICNS. <br /> <br />6 . N1\RR:M COTS ARE DEFINED AS 'lH:JSE <br />WHIOi HAVE A TOP WII7IH OF 1 Fr. <br />OR LESS. <br /> <br />3 . cn1P ACTED BACKFILL DENSI'lY SHALL BE <br />NJr LESS 'mAN 9 5 P ~ OF 'mE <br />MAX:IM.M Dæ! æs:t"l'Y AS D~ BY <br />'l1ID TEST ME'nDD 'ŒX-l13-E. <br /> <br />4 . ~l-r; SHALL BE 5 SlCK (:-fIN.) <br />(2000 PSI) IN Þ.cCO~ WIlli crn OF <br />SAN MAæOS STANDARD ~l:L:~FICATICNS <br />fOR CCN:RETE. I'J»! 360. <br /> <br />~~ 111 cf~n Jt."l.ç~ <br />CONSTRUCTION SPECS <br /> <br />ATTACHMENT 16 <br /> <br /> <br />SCALE <br />N.T,S. <br /> <br />DRAWN ~ <br /> <br /> <br />DATE <br />S-//"I'f <br />