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Attachment 2.05.3(3)-1 Page 28 March 2016 (TR -70) <br />Igo . <br />0,000 <br />� (' <br />448 <br />0.0.00 <br />EXAMPLE <br />136 <br />0,000 <br />0 " 36 Inches. (3.0 feet) <br />- A. <br />a = 96 ifs <br />(3) <br />144 <br />..aoo <br />,000 <br />s. <br />• <br />-132 <br />3.000 <br />M# Mw <br />6 <br />120 <br />2,000 <br />(1) 1.8 5.4 <br />s. <br />s. <br />(2) 211 63 <br />s. <br />toe <br />(9) 2.2 6.6 <br />3. <br />•D to feel <br />-r-. <br />96 � <br />1000 <br />i• <br />I` <br />e+ <br />681D <br />g . <br />,a <br />Soo <br />_ <br />W <br />1, 4 <br />V <br />60 -�-- <br />t00siX <br />' <br />yf <br />1.0 <br />I.S <br />d <br />Si <br />= <br />O <br />�._. <br />4e <br />001 <br />r <br />d <br />so <br />� <br />4: <br />= <br />so <br />1.0 <br />I.o <br />O <br />j <br />". <br />40 <br />w <br />c <br />-00 <br />~ <br />s <br />3* ALE EMTAANGE <br />W <br />i W <br />i i <br />3! <br />0 TYRE <br />r <br />- .• <br />-20 <br />(t) Haadwrall <br />.s <br />� <br />e <br />(2) Mitered to conform <br />6 <br />V <br />to ebpe <br />x <br />- <br />c <br />se <br />Yt <br />Y0 <br />(3) Projecting <br />S <br />T <br />T <br />t 1 <br />.4 <br />use scala (2) or (3) Project <br />0 amally to ecola (11, t"n <br />'6 <br />3 <br />uses ttlght Inclined Ilnt through <br />,4 <br />0 end "as, or reverse as <br />_ <br />141stre <br />' <br />CAPACITY = 8.4 CFS <br />- <br />CULVERT DIAMETER <br />= 16" <br />` <br />s <br />1.0 <br />HW=2.0XD=2.0X1.5=2.T <br />MAX HW = 1.3' ABOVE CULVERT <br />1 <br />_ Ig <br />HEADWATER DEPTH <br />FOR <br />C. M. <br />PIPE CULVERTS <br />BUREAU OF MILIGROAD3JAN. 1993 WITH <br />INLET <br />CONTROL <br />Attachment 2.05.3(3)-1 Page 28 March 2016 (TR -70) <br />