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Attachment 2.05.3(3)-1 Page 29 March 2016 (TR -70) <br />t10 "C' <br />10,000 <br />t l ) <br />r111 <br />0.000 <br />EXAMPLE <br />196 <br />" 6,000 <br />0 s 36 inehee• (3.0 feet) <br />S.000 <br />Q = 84 ds <br />(3) <br />144 <br />6,000 <br />s. <br />E <br />132%000 <br />D (Hi+ i <br />_ <br />frn <br />IU <br />120 <br />G <br />L 2.040 <br />(1) 1.0 S-4 <br />. 4. <br />- <br />0. <br />(2) 2 1 83 <br />•. <br />101 a <br />(3) 2_2-6 <br />- 3. <br />+ <br />� <br />•0 In teat <br />-r. <br />04r <br />- '.000 <br />_ <br />3� <br />- goo <br />�•!. <br />Soo <br />71t <br />400 <br />W <br />!00 <br />Q <br />--- <br />r,a <br />_ <br />� <br />z60 <br />E <br />UL <br />t] <br />94 <br />Z— <br />.- <br />- trK dfl <br />r` <br />4e <br />mfr <br />f <br />Q <br />U <br />42 <br />60 <br />50 <br />O <br />_ <br />40 <br />CL <br />LU <br />I p <br />tu <br />K <br />30 <br />ENTRANCE <br />9CAt.E <br />19 <br />TYPE <br />o3! <br />20 <br />(1) Headwall <br />c <br />•S <br />•S <br />30 <br />(2) Mitered to conform <br /><q <br />= <br />6 <br />Sj <br />to elope <br />- <br />o <br />t7 <br />10 <br />43) Projecting <br />0 <br />� <br />6 <br />r <br />F <br />4 <br />"41d (2) or (3) project <br />.i <br />� <br />dro Ily to scale (11, th" <br />3 <br />use etra ht Inellned Ilmt through <br />6 <br />8 <br />0 andQ, or reverse as <br />2 <br />m"u"ted <br />CAPACITY = 11.2 CFS <br />CULVERT DIAMETER = 18" <br />° <br />3 <br />1.0 <br />HW = 2.0 X D = 2.0 X 1.5 <br />= 3.0' <br />MAX HW = 1.5' ABOVE CULVERT <br />1 <br />HEADWATER DEPTH <br />FOR <br />C. M. <br />PIPE CULVERTS <br />BUREAU <br />OF PUBLIC ROADS JAN. 1963 <br />WITH <br />INLET <br />CONTROL <br />Attachment 2.05.3(3)-1 Page 29 March 2016 (TR -70) <br />