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Table 2 <br /> CULVERT LAYOUT DETAIL <br />Drainage Culvert Loyout Details Inlet Head above <br />Basin Diameter Length S ope Bottom of Pipe (feet) <br /> <br />Designation <br />(inches) <br />(feet) <br />(%) <br />Avai a e ) <br />Required 1 <br />(1) (2) (3) (4) (5) (b) <br />A 36 120 5 12.0 2.6 <br />B 48 120 5 10.0 2.5 <br />C 48 120 5 8.4 2,6 <br />D 36 95 8 6.7 2.3 <br />E 36 105 4 8.0 2.4 <br />f 30 100 5 14.5 3.9 <br />G 30 100 3 21.0 4.1 <br />H 30 120 5 9.8 3.2 <br />I 30 100 7 17.7 1.8 <br />J 30 110 12 15.5 2.0 <br />K 30 100 2 6.8 3.5 <br />L 30 90 8 6.3 3.2 <br />M 36 85 3 9.8 2.7 <br />N 48 120 5 19.0 2.1 <br />• O 24 80 5 2.5 2.4 <br />P 18 70 6 4.8 4,2 <br />O 30 100 1 10.6 3.3 <br />R 30 60 1 3,0 1.0 <br />S 30 80 5 3.5 1.2 <br />T 24 60 20 3.6 1.2 <br />V 24 40 1 2,5 1.6 <br />W 18 20 1 3.5 2.0 <br />Taylor Creek 120 250 6 18.0 7.1 <br />(1) Required inlet heads for design <br />discharges given in Table 1 <br />V~ <br />