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Florida Erosion and Sediment Control Inspector's Manual <br /> Alternate Connection <br /> D,e <br /> 5a Lug <br /> Toe pacts , vanere needed , to be punched to match holes in skirt IIP• 3/8" goav , bons <br /> to be lurrnsned Length of toe plate is W • 10 " for t2" 30" dia pipe and W " 22" <br /> for 36 " to 60" b die. Pipe. r <br /> Skirt Section for 12 " to 30" did. pipe to be made in ons piece - nvel - <br /> Skirt Section for 36" 10 64" dia. Pipe mY be made from two she' s Joined by <br /> inq or bolting on center lox, 60" may be constructed in 3 pieces. <br /> connector Section, Corner Plate and Toar Plate to be Same shed, thiunesscs skirt <br /> End - sections and Idnngs oft Io be galvanized sled or aluminum allay for use .nth <br /> like pipe. <br /> Jim Approt. 2y2 : 1 Slope <br /> I <br /> Typical Cross - Section e' <br /> T <br /> SHEET DIMENSIONS 8" Toe <br /> PIP £ (THICK- A 8 H L W c �, Plate <br /> DIA NESS IT M I" Taj 70-ral <br /> 4" I ! a" 1 a" <br /> 15 " .084" 7" I 8 " 6" 26 ( 30" 24" <br /> 18" 1 064" 8" ' I 6• ( I ' f <br /> 24" .06a' 10" 13" 6" 1 4 I ' 1 a 8" 24" <br /> 30" .079" 12" <br /> 36" .079" 14" I lo • 9" " i 7 3 " <br /> 42 l09 16 1 22' II ' 69 1 84 36" ee <br /> 48' 1 C9 18" 1 2 . ' : 2 ? 8" 90" . 24" <br /> 54" 109" 1 18 30 i 12" 8a' I 36" <br /> 1 60Tta*+e 1 18r • + + 12 l 8 7" 1 114 " I <br /> FLARED END-SECTION <br /> ( Continued ) <br /> Plate 4.30e Flared End Section Specifications <br /> Source: VDH&T Road Designs and Standards <br /> r <br /> 4-104 <br /> ■ <br />