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EXISTING GROUND SURFACE <br />T <br />3.0 MIN, COVER. <br />I -1 1 _ 1 1 <br />! GDLVERT SIZE VARIES <br />3G' M <br />0�T SNATURAL GROUND� <br />y <br />1.0' MIN <br />EYE' BEDDING MATERIAL <br />i `CULVERT TRENCH DETAIL <br />1 NJ S. <br />REINFORCE WITH <br />6 %6' /10 MESH <br />PLAN <br />30" DIA. 16 GAUGE <br />CMP CULVERT <br />1 <br />TRMM W-K SCHEDW.F <br />CULVERT <br />PIPE <br />A <br />BAR <br />rvPE <br />SIZE <br />B <br />C <br />SIZE <br />YC I -6 <br />ae'e <br />se' <br />sa' <br />6roL. <br />BEVEL <br />cnr <br />s %a <br />laa' <br />)s <br />CSLV 5 <br />JB W <br />LVE <br />)f <br />)6 <br />fi OG. <br />] /e'.Y <br />CSLV ) <br />10 3L <br />aLVE L <br />JI <br />76 <br />6 . <br />] /8'.Y <br />CSLV 8 <br />iBNCL <br />21 <br />5 <br />80.1. <br />J /9aT <br />cir a <br />1a <br />2 <br />'cc <br />A. I. <br />CSLY 10 <br />� <br />'B WL 1 <br />21 <br />8'O.G <br />J/e iR <br />2 TRASH RACK DETAIL <br />N.T.S. <br />0' OF DK =6" RIPRAP 1 8 T <br />I.0' OF D]p 6" RIPRAP <br />58" DIA, <br />EXTENT OF SEDIMENT TRAP <br />CONCNETC HUDWALL FOR CULVERT CCWI A ONLY <br />CROSS SECTION A -A' <br />INLET DETAIL FOR CULVERTS CSG1 -1 AND CCWI -A <br />V N.T.S. <br />NO. I REVISION DESCE I T 11 <br />0 <br />uw_m <br />0.5' —. <br />Ls ---1—a5' <br />NEENAH R -3455 CRATE <br />AND DROP INLET (OR <br />APPROVED EQUAL) 3 <br />I r — <br />8' DIA. 16 GAUGE OOP <br />-- SUPPORT POSTS <br />-SILT FENCE <br />/BACNFILL WOODEN STAKES <br />COLLECTION C -� STRAMALE <br />F -DITCH TOPSOIL <br />���STOCKPILS <br />// II <br />li // II 11 <br />"YPK:AL SEDIMENT CONTROL PRACTICES <br />NTS. <br />1%UIY DIRA'CT'/UN <br />pIA. <br />12 2.AJGf <br />�a� <br />CO <br />- - MANH01 -E <br />COVER <br />NOTE- INTERMEDIATE LANDING SECTION REQUIRED <br />FOR MANHOLE DEPTHS GREATER THAN 10' <br />4 MANHOLE DETAIL <br />NT.s <br />DETAIL YROVNED BY AMCOR YIRCASI <br />TYPICAL PLAN <br />TYPE G CRATE <br />eOHIO STANDARD FLAT <br />a000000000 <br />UCP,0 <br />TYPICAL SECTION Of <br />STANDARD TYPE G <br />FLAT GRATE <br />40' BO" DIA PRECAST <br />BARREL UNIT <br />- 1 1.0' 4.0' 90' DR. PRECAST <br />20' 45' BARREL UNIT <br />CUSS 40 54" DIA. SPIROLITE - <br />HERE PIPE OR ENGINEER <br />NEENAH R -3465 GRATE APPROVED EQUIVALENT <br />AND DROP INLET (OR 3 <br />APPROVED EQUAL) <br />8" DIA 16 GAUGE CMP <br />SHOP WELD CROSS SECTION C-C' <br />CROSS SECTION S -' <br />TYPICAL CLEARWATER CHANNEL DROP INLET <br />V NTS_ <br />DATE I BY CRUD Ar Vvj N0. REVISION DESCRUPINON i$ nvuaLP ¢doe ucnum4 DATE I BY CRED <br />__ VAla un en ®w n wm �mmr� <br />I /A \1 ISSUED FOR 90% REVIEW 2/ <br />Flow P RFfTnO, <br />T -� <br />N T.S. <br />PREFABRICATED <br />1'LU11 1)MELT %tiN <br />5a' pIA. <br />12 GAUCE <br />l <br />w FLOE DIRECTION <br />je" CONCRETE ` NEENAH R49 <br />CHANNEL BOTTOM TYPE C" OR <br />OR APPROVE <br />CUSS 40 4B" DIA. SPoROLITE <br />NUPE PIPE OR ENCINEF.R <br />APPROVED FQULIVALENT <br />FLOW DIRECTION <br />PIPE BEDDING <br />SE HIGH 90" DIA <br />PRECAST BARREL <br />BASE UNIT <br />IIIII IN IIIII 11111 IN IIII <br />0011]8 <br />NTATN COAL COMPANY <br />" PO BOX 591, 1 AfL E. OF SOMERSET <br />SOMERSEC CO 61434 <br />SYLVESTER GULCH FACILITIES <br />MANHOLE AND TRENCH DETAILS <br />AN <br />D 963 -2176 <br />1(2 .1#11~ - 0013 <br />