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2' <br /> <br />M <br />I <br />N <br />. <br />8"8" <br />6" MIN.6" MIN. <br />7'-4" <br />12 <br />" <br />5' MIN. <br />VA <br />R <br />I <br />E <br />S <br />1' <br />- <br />6 <br />" <br /> <br />M <br />I <br />N <br />. <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />24" MIN. <br />#4 BARS @ 12" O.C. EACH <br />WAY AT MID DEPTH <br />CONFLICT SANITARY SEWER <br />PIPE @ PROJECTED SLOPE <br />ENCASING PIPE 4" MINIMUM <br />CLEARANCE TO CONFLICT <br />SANITARY SEWER PIPE <br />(WALL OPENING MUST BE <br />ENCASING PIPE O.D. PLUS 4") <br />STORM WATER PIPE <br />(WALL OPENING MUST BE STORM <br />WATER PIPE O.D. PLUS 4") <br />PRECAST CONCRETE <br />(OTHERWISE NOTED) <br />REINFORCED CONCRETE SECTION <br />#4 BARS @ 12" O.C. EACH WAY <br />(KEYED TO LOWER WALL) <br />MANHOLE RIM ELEVATION TO <br />BE AT PROPOSED FINISHED <br />GRADE EXCEPT WHERE <br />OTHERWISE NOTED <br />FRAME AND COVER TO BE <br />USF 385 RING & 'OD' COVER <br />PROVIDE STRUCTURE TOP <br />WITH OFFSET HOLE FOR <br />ACCESS. DO NOT PLACE <br />MANHOLE OPENING <br />DIRECTLY OVER THE <br />CONFLICT SLEEVE. <br />1' <br /> <br />M <br />I <br />N <br />. <br />1' TYP. <br />5' MIN. <br />PIPE SLEEVE SHALL BE <br />OFFSET IN STRUCTURE <br />FOR ACCESS <br />CONCRETE BRICKS TO GRADE <br />MINIMUM 3 COURSES <br />MAXIMUM 5 COURSES <br />GENERAL NOTES: <br />1.PRECAST CONCRETE MANHOLES SHALL CONFORM TO ASTM <br />C478, SHALL BE TYPE ii ACID RESISTANT CEMENT AND SHALL <br />MAINTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN <br />28 DAYS <br />2.REFER TO FDOT INDEX 200 FOR ADDITIONAL DETAILS AND <br />SPECIFICATIONS. <br />3.ALL REINFORCING BARS SHALL BE ASTM A615 GRADE 60, ALL <br />COVER SHALL BE 3 INCHES MINIMUM. <br />4.ALL OPENINGS SHALL BE SEALED WITH ELASTOMETRIC GROUT <br />(TYPE 3 CEMENT). <br />5.O.D. = OUTSIDE DIAMETER <br />CONFLICT MANHOLE SECTION DETAIL <br />N.T.S. <br />CONFLICT MANHOLE PLAN DETAIL <br />N.T.S. <br />R <br />68 <br />6 <br />1 <br /> <br />S <br />. <br />W <br />. <br /> <br />1 <br />9 <br />6 <br /> <br />A <br />v <br />e <br />n <br />u <br />e <br />, <br /> <br />S <br />u <br />i <br />t <br />e <br /> <br />3 <br />0 <br />2 <br />3H <br />P <br />E <br />U <br />R <br />N <br />H <br /> <br />3 <br />L <br />Q <br />H <br />V <br /> <br /> <br />) <br />O <br />R <br />U <br />L <br />G <br />D <br /> <br />ā <br /> <br /> <br /> <br /> <br /> <br /> <br />3K <br />R <br />Q <br />H <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ā <br /> <br />) <br />D <br />[ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CE <br />R <br />T <br />I <br />F <br />I <br />C <br />A <br />T <br />E <br /> <br />O <br />F <br /> <br />A <br />U <br />T <br />H <br />O <br />R <br />I <br />Z <br />A <br />T <br />I <br />O <br />N <br /> <br />N <br />O <br />. <br /> <br />0 <br />0 <br />0 <br />0 <br />8 <br />3 <br />6 <br />5 <br />SA <br />M <br />S <br />O <br />N <br /> <br />O <br />C <br />E <br />A <br />N <br />F <br />R <br />O <br />N <br />T <br /> <br />P <br />A <br />R <br />K <br />SA <br />N <br />I <br />T <br />A <br />R <br />Y <br /> <br />S <br />E <br />W <br />E <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />17 <br />4 <br />2 <br />5 <br />/ <br />1 <br />7 <br />4 <br />5 <br />1 <br /> <br />C <br />O <br />L <br />L <br />I <br />N <br />S <br /> <br />A <br />V <br />, <br /> <br />S <br />U <br />N <br />N <br />Y <br /> <br />I <br />S <br />L <br />E <br />S <br />, <br /> <br />F <br />L <br /> <br />3 <br />3 <br />1 <br />6 <br />0 <br />C-7 <br />7 16 <br />14026THIS SHEET IS NOT A PART OF M-DWASD REVIEW NOR APPROVAL <br />M-DWASD AGREEMENT ID 21988