Laserfiche WebLink
<br />t ~ <br />'.~ <br />o <br />C- <br />o.. <br />,/' <br />U <br /> <br />DESKlHED <br />DRAWN <br />CHECKED <br />REVISED <br /> <br />DAlE _ <br />DAlE _ <br />DAlE _' <br />DAlE _ <br /> <br />MDanAs CooNrY <br /> <br />POST HAYMAN EMERGENCY <br />RESPONSE MANUAL <br /> <br />TEMPORARY CULVERT <br />CROSSING - <br />TYPICAL DETAILS <br /> <br />SHEET <br />OF <br /> <br />4 <br />5 <br /> <br />O'l <br />~ <br />'0 <br /> <br />('Y') <br />U1 <br />z: <br />C> <br />I-i <br />I- <br />U <br />1.LJ <br /> <br />U11 <br /> <br />C!) <br />z: <br />I-i <br />U1 <br />U1 <br />C> <br />IT <br /> <br />U1 <br /> <br />I- <br />a: <br />1.LJ <br />:> <br />-l <br />:::> <br />U <br />,/' <br />C!) <br />3: <br />Cl <br />,/' <br />C <br />co <br />E <br />>- <br /> <br />.$ <br /> <br />SANDBAG HEADWALL <br />SOMETRIC VIEW <br />N.T.S, <br /> <br />~ <br />ti <br />\~.- <br />....... <br />C- <br />o. <br /><( <br />Q) <br />=:l <br />I- <br /> <br />("l") <br />C> <br />C> <br />C\J <br />ro <br />('Y') <br />.;; <br /> <br /> <br />.c: <br /> <br /> GENERAL NOTES <br /> 1 STRUCTURE FOOTINGS WHICH ARE LOCATED IN ROCK SHALL BE POURED OUT TO <br /> UNDISTURBED ROCK WITHOUT FORMING, ALL IN CONFORMANCE WITH 601.09. <br /> 2. FOR THIN WALLED PIPES IT IS ASSUMED THAT B A = Be. <br /> LEGEND <br /> V//~/1 COMPACTED STRUCTURE BACKFILL, //,'Y//.02;;/:>>; EARTH <br /> CLASS 1 OR 2 <br /> .. COMPACTED STRUCTURE BACKFILL, 11.11-11. ROCK <br /> CLASS 1 REQUIRED ~ <br />DIMENSION TO k~~"~Z.l EMBANKMENT BEDDING <br />SPRING LINE MATERIAL <br /> ~~~ STEEL <br />12" <br />IN . BEDDING MATERIAL FOR RIGID PIPE IN SOIL SHALL BE 3 IN. THICKNESS OF LOOSE STRUCTURE <br />ROCK BACKFILL. CLASS 1 OR 2 (NO BEDDING REQUIRED FOR FLEXIBLE PIPE IN SOIL). <br /> BEDDING MATERIAL FOR RIGID OR FLEXIBLE PIPE IN ROCK SHALL BE 1 FT. THICKNESS <br /> LOOSE STRUCTURE BACKFILL, CLASS 1. <br /> SOURCE: COOT M&S STANDARDS. OCTOBER 2000 <br /> PIPE tLTRENCH <br /> N.T.S. <br /> 4: 1 SIDE SLOPE <br /> TO TOP OF ROAD <br /> - <br /> TRANSITION SLOPE 4 (TYP) <br /> 1: 1 (MAX) I <br /> ISTALLATION - <br /> SANDBA( I . tiN - <br /> (MIN. 2 IITS DEEP) , <br /> ..-.-... CUL VERT RESTRAINT TABLE <br /> PIPE DIA # SANDBAGS REQ. TO <br /> ~..:;;lo~. .., (IN) RESTRAIN CULVERT (*) <br /> CHANNEL PROJECTING PIPE END 24" 25 <br /> (SIZE AS REQUIRED) 36 40 <br /> PREPARED SUBGRADE 48" 70 <br /> PIPE BEDDING * BASED ON 8 FOOT LENGTH OF PIPE <br /> FLOWING HALF FULL <br /> SANDBAG HEADWALL N ST ALLA TI ON <br /> PROFILE <br /> N.T.S <br /> <br /> <br /> <br /> <br />