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Attachment 2.05.3(3)-1 Page 30 March 2016 (TR -70) <br />ISO -r <br />o,cOo <br />Jr 1 <br />11 <br />I66 <br />11•000 <br />EXAMPLE <br />156 <br />6.0,00 <br />0 " 36 Inches (3.0 feet) <br />t44 <br />6,000 <br />13Y3 <br />000 <br />HW' HW <br />b. <br />i20 <br />2,000 <br />{71 1.8 5.4 <br />b. <br />(2) 2 1 6.3 <br />s. <br />tae <br />tg1 2-24_ 6.6 <br />s <br />t <br />� <br />•t) in feat <br />—T-. <br />� <br />- 4,000 <br />a. <br />_ <br />iso <br />` s <br />06 <br />600 <br />!. <br />a000. <br />400 <br />..� ... <br />Soo <br />I s <br />� <br />v <br />20040 <br />`� <br />,,�� <br />_ <br />Iii <br />- <br />t�►/ <br />100 <br />f� <br />_ <br />-r <br />360 <br />4E <br />so <br />0 <br />LL <br />)40 <br />`� <br />= <br />W-9.0 <br />uJ <br />I -- <br />K <br />a0 <br />ENTAANGE <br />SCALE <br />I% <br />0 <br />TYPE <br />1 <br />3! <br />0 <br />(1) Headwall <br />.• <br />• <br />$0 <br />(2) Mitered to contorm <br />b <br />�j <br />to $tope <br />x <br />o <br />>rt' <br />i <br />{3) Projecting <br />+ <br />i <br />I <br />#4 <br />,T <br />F. <br />� <br />b <br />4 <br />i <br />4 <br />To s scala 2) or (3) pralso, <br />« <br />Aori2oM6Ily to ala (1}, tmm <br />3 <br />use ahralght Inc ed lint through <br />b <br />to <br />0 and 0 scales, o reverse as <br />2 <br />illustrated <br />CAPACITY = 18.1 CFS <br />_ s-- <br />1� <br />6-1.0 <br />CULVERT DIAMETER <br />= 24" <br />° <br />! <br />HW = 1.5 X D = 1.5 X 2.0 <br />= 3.0' <br />MAX HW = 1.0' ABOVE CULVERT <br />t <br />'z <br />HEADWATER DEPTH <br />FOR <br />C. M. <br />PIPE CULVERTS <br />BUREAU OF PUBLIC ROADS JAN. 1963 WITH <br />INLET <br />CONTROL <br />Attachment 2.05.3(3)-1 Page 30 March 2016 (TR -70) <br />