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<br />------------------ <br /> <br />A <br /> <br /> <br />CD <br /> <br /> <br />, <br /> <br />3'-10' <br /> <br /> <br />CD <br /> <br />-1'-0' <br />-2'-0'- <br />4'-0' <br />5'-0' <br /> <br />PLAN <br /> <br />. <br /> <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />r <br />1'-0' <br />J <br /> <br />~ 40' <br />~ <br />-I d,- SECTION A-A <br /> <br />CUTTHROAT FLUME <br /> <br />OWL CREEK DITCH <br /> <br />PROJECT # 98-009 <br />JAN. 26. 1999 <br /> <br />SCALE: <br />PAGE 1 <br /> <br />A <br /> <br />13 BARS <br />C 12- C.C. <br /> <br />14 BARS <br />C 9- C.C. <br /> <br />13 BARS <br />o 12. C,C, <br /> <br />1" = 2'-0" <br />OF 1 <br /> <br />I <br /> <br />2'-0' <br /> <br />'-r-VARIES <br />-14'-/4'r- <br /> <br />. <br /> <br />.L <br />6' . <br /> <br />13 BARS 0 <br />12" O.C. EW <br />14 BARS <br />o g' a.c. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. . <br /> <br />. <br /> <br />3'-ll' <br /> <br />SECTION 8-8 <br /> <br />13 BARS <br />C 12" C.C. <br /> <br />13 BARS 0 <br />12' a.c. EW <br /> <br />SECTION C-C <br /> <br />f'c ... 400C psi <br />fy - Grode 40 or 60 <br />Concrete "" 0.95 Cubic Yards <br />N3 Rebor = 105 Feet <br />14 Rebar ... 30 Feet <br /> <br />DRAWN BY: AMO <br />APPROVED BY: DHS <br /> <br />~~l.-' <br />tHOIHU:RIHO COHSULTAJoIT'S <br /> <br />Figure 10 <br />