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~•'?~~~E~~ • ~ f~ <br />Kt <br />~ "W 0,~, / •s• ~ <br />~ ~ • ~V <br />. . <br />. . <br />125 <br />. ~ <br />IC!-lAEL N. TIB~ETS ~ <br />~ ............~Q~ <br />654$4 <br />a1 : O * 2cv <br />~~~'~F •%.,C',,IS i ~~:~t;,G~,~ <br />~ SS <br />NAL 'a,l~" <br />~~~~~•.~a,'~~° : . <br />PRECAST OR <br />CAST-IN-PLACE <br />MANHOLE <br />ANTI-SEEP RING (WATER STOP) <br />AND NON SHRINK GROUT <br />i 45' YVYE <br />1 M (TYP.) <br />1 <br />. ~ ' <br />• <br />• . <br />. <br /> <br />• . <br />Y <br />45' BEND <br />4" MIN <br />2e <br />MIN. <br />~ • <br />~ <br />6" MIN. <br />MIN. 2-SACK SAND <br />FLOWABLE FlLL <br /> <br />; <br />ANTI-SEEP RING (WATER STOP) <br /> <br />: <br />a" <br /> <br />AND NON SHRINK GROUT <br />. <br />90' LONG <br />O <br />° <br /> <br />RADIUS BEND <br />• <br />. . • • , . <br />. . . . <br />• <br />. Q <br />. . • <br /> <br />: . <br />.:a <br />. <br />. . <br />. . <br />+ <br />. <br />. <br />ETE <br />MONOLJTHIC 3000 psi CONCR <br />BASE FOR MANHOLE SHALL EXTEND <br />UNDER DROP TO S1IPPORT SAME. <br />MANHOLE DROP <br />STRU <br />CTURE <br />N.T.S. <br />MANHOLE DROP STRUCTURE <br />cilit qt' NOVEMBER 2003 <br />