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Florida Erosion and Sediment Control Inspector's Manual <br /> Alternate Connection <br /> y <br /> TI,r a <br /> i <br /> Toe ptote , ,here needed , to be punt ted to matcrl holes in skirt lip. 3 /8" gaty. bolls <br /> tobe lurnisrAd length of toe plate is W * 10 * for 12' 1030' dia. Pipe and W � 22" <br /> for 36 ' to 60' dio , pipe. <br /> Skirt Semon for 12' to 30' ala. pipe to be made in one piece . <br /> Skirt Sem len for 36" to 540 dim PIPs may be mode tram two sheets joined by rIYW <br /> inq ar bottinq an center 1IM, 60" may be constructed in 3 pmceL <br /> Connector Section, carrier Ptme and Toe Plate to be sant. sleet 1hicFn as skirt. <br /> Ern - sections and fittings ore to be golvanixed vied or aiurninum alloy for use with <br /> like pipe. } <br /> I L � <br /> � Agprvx 2 Sg , l sly l <br /> 11 � II`f <br /> ' . I f <br /> 1 <br /> 7. <br /> i " <br /> Typical Cross - Section -r <br /> PIPE SHEET DIMENSIONS 8' Toe <br /> THICK- <br /> DIA NESS •T MB i ` H "T W C — Plot* <br /> 4" <br /> 15 " I .064" 7" 1 8" 1 fi " 26' 1 30" 1 24" <br /> 6' f I ' ! 4" <br /> 24" ,064 10 1 Q5; fi" 1 4 11 484 24" <br /> 30" .079" 1 12 " 16 " 1 8� . i 5 f " iS0" 24" <br /> 36 079" 14" 1 19 " 9" 6 ' 17 1 3 " <br /> 42 JOS 16" 22" 11 ' 6 9' I 84 36" <br /> 48" ; 7C9 ! E " i2 ? E' 9C ' 2a" <br /> 54 109" ! 1 B" 30" t 12 ' 8 4' f 3fi" <br /> 1 6o�e to 3= ! I Z i 8 <br /> FLARED END-SECTION <br /> ( Continued. ) <br /> Plate 4.30e Flared End Section Specifications <br /> Source: VDH&T Road Designs and Standards <br /> 4-104 <br />