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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br />Public Works <br />Department <br /> <br />(f) <br />lL <br />u <br />21 0 <br /> <br />6+ 75.5 <br />-- <br />CL MH <br /> <br /> <br />JUNCTION OF <br />BOTH ANGLES 0 700 <br /> <br />40 CFS <br /> <br />~" <br /> <br />4+55.5 <br /> <br />I <br />(f) <br />lL <br />U <br />II) <br /><j" <br /> <br />3+555 <br />CL MH <br /> <br />"- ANGLE OF JUNCTION 0 300 <br /> <br />:<1 <br />o <br />--'I <br />lL, <br />t <br /> <br />2 +55 5 <br /> <br />/ <br />/ <br /> <br />2+4B <br /> <br /> <br />EXP ANSION ANGLE 0 450 <br /> <br />1+52.4 EC <br /> <br />(f) <br />lL <br />u <br />~I <br /> <br />0+00 <br /> <br />-\ <br />\ <br />\ <br /> <br />--- 600 BEND <br /> <br />" 1+10 BC <br /> <br />.~ '~Jy <br />CIj '- <br />41\ti\( <br />cl.. <br /> <br />DESIGN EXAMPLE FOR <br />STORM SEWERS - PLAN <br />FIGURE 6-4 <br /> <br />DATE: NOVEMBER, 1997 <br /> <br />SCALE: N. T .5. <br />