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<br />TR-045 <br />A PPaabo <br />7~3~a-7 <br />Culvert Summa and Minimum Size R uireme nts <br /> Maximum Minimum <br /> Flow Culvert <br /> Drains or Culvert Co ntrtbu[i Fkwi CFS InUes <br />Culverts C-B1 Ditch 81 1.88 7.88 12 <br /> C-82 Dikh 81 7.88 Ditch B4 0.44 2.32 18 <br /> C-B3 Drama Area 0.67 0.67 12 <br /> GB4 Ditch 85 2.43 2.43 18 <br /> GBS Deleted from Des i n <br /> C-B6 Deleted from Desi n <br /> C-87 Ditch 89 0.24 Ditch B8 0.67 0.91 12 <br /> C-BB Ditch B70 1.17 Ditch Bil 0.74 1.91 12 <br /> G69 Ditch B72 7.62 Ditch 836 0.16 1.78 12 <br /> GB70 Ditch B74 0.22 0.22 12 <br /> C-B11 Ditch B15 3.56 3.56 18 <br /> C-B12 Oreina eArea 1.76 Ditch 820 0.55 2.37 18 <br /> GB13 Ditch 837 0.42 0.42 12 <br /> C-814 Ditch 816 4.44 4.44 18 <br /> G615 Ditch 821 7.54 Ditch B24 2.63 10.17 24 Nole 2 <br /> GB76 Dikh B23 10.56 10.56 24 Note 2 <br /> C-B77 Ditch &19 6.46 Di[ch B-26 0.30 6.76 24 <br /> GB78 Ditch B27 & 32 1.24 Ditch 622 0.45 1.69 12 <br /> C-B79 Culvert B78 1.69 Culvert 816 10.56 12.25 24 <br /> C-B20 Deleted from Des i n 0.00 <br /> C-B21 D2ina Area B - 25 Vear Evem 22.63 36 <br /> D-B22 Ditch BlS 3.56 3.56 18 <br /> GB23 Ditch 876 4.44 4.44 18 <br /> G824 Ditch 813 0.04 0.04 12 <br /> C-B25 CuNeR 82d 0.04 Ditch 635 0.04 0.08 12 <br /> C-B26 Ditch B25 0.42 0.42 12 <br /> <br />Culverts GC1 Ditch Cl 1.42 1.42 12 <br /> GC2 Drains Area 0.35 0.35 12 <br /> GC3 Ditch C2 7.87 1.81 12 <br /> C-C4 Ditch C4 6.22 6.22 18 <br /> CCS Culvert Cl3 77.79 Culvert Cl4 6.22 24.01 3fi <br /> GC6 Ditch C7 10.85 10.85 24 <br /> GC7 Ditch CB 32.35 32.35 36 <br /> CL8 Drei Area 0.09 0.09 12 <br /> C-C9 Culvert Ce 0.09 0.09 12 <br /> C-C10 DUCK C75 0.75 0.75 12 <br /> GC11 Dikh C72 6.84 6.84 24 Note 2 <br /> GC12 Ditch C17 1.33 Ditch C24 6.84 8.17 24 Note 2 <br /> C-C73 Drains a Nea D-CS rename d C-C73 pa 6 3 17.79 30 <br /> C-C74 Ditch C72 6.84 6.84 24 Note 2 <br /> C-C15 DUCK C21 0.59 Ditch C22 8.37 8.96 24 Note 2 <br /> C-C16 DUU Ci8 8.25 8.25 24 Note 2 <br /> GC17 Dikh C79 0.29 0.29 12 <br /> GC18 Dikh C23 9.13 9.13 24 <br /> C-C79 Diitch C77 1.33 7.33 12 <br /> GC20 Ditch Cll 35.01 35.01 36 <br /> C-C21 Ditch C-C20 0.93 0.93 12 <br />Culverts C-Di Ditch D-2 76.41 76.41 30 <br /> GD2 GD7 16.41 16.41 30 <br /> GE7 Ditch E-1 1.79 7.79 72 <br /> GG1 Deleted tram desi n <br /> GG2 Ditch D-D4 0.78 0.78 12 <br /> C-G3 Ditch D-03 8 D6 7.57 24 <br /> C-G4 Ditch DS 1.97 12 <br /> C-F7 Dekaed from desi n <br /> C-F2 Oitch F74 12.56 12.56 42 <br /> <br /> GH1 Di[ch H1 3.74 3.14 42 <br /> <br /> GJ7 Ditch J7 & J2 5.09 Di[ch J3 & J72 19.62 23.38 24 Nole 4 <br /> CJ2 Ditch J4 24.53 24.53 30 Note 4 <br /> C-J3 Ditch J5 0.66 Dikn J6 0.49 1.15 12 <br /> C-JA Ditch J9-2 11.67 11.61 24 <br /> <br /> GK7 Ditch K1 0.46 Dikh K2 0.97 1.43 12 <br /> C-K2 Ditch K3 1.70 1.70 12 <br /> C-K3 Deletetl from desi n. <br /> <br /> GLt Deletetl from des' n. <br /> <br />Culverts SAE1 Deleted from desi n. <br /> SAE2 Deleted from desi n. <br />Note 7 End sections must conform to fill sb 5. <br />Note 2 An 18-Inch culvert will handle t 7 cfs wim a FIW/D re0o of 2.0. If an 1 8-inch culvert is [o <br /> be used, assure rock headwall or road will rovide 1.5' of head over k of culvert. <br />Note 3 Culverts 6879, B20,B21 & SAE2 are bcaled under okl Stale Mi hwa 133. Maintenance <br /> and re air of these culverts is the res nsibili of the o eretor. <br />Note 4 GuNert J1 tlesi ned with concrete headwall conformi to the fill sb with a H W/D = 2 <br />Note 4 GuNert J2 desi wiN concrete headwall contortnl to tUe fiU s wiU a HWID = 1.4 <br />EXH-B-31- <br />12/06 <br />