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<br />II <br />il <br />I <br />I <br />'I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />II <br />I <br />I <br />I <br />I <br />I <br /> <br /> <br /> (f) 6+ 75.5 <br /> LL CL MH <br /> u <br /> ~I 0 <br /> '1-0 <br /> GY <br />5+65.5 0 (f) <br />LL <br /> 0 u <br />4+65.5 40 CFS <br /> <br /> <br />4+55.5 I <br /> (f) <br /> LL <br /> U <br /> I{) <br /> "'" 3+55.5 <br /> CL MH <br /> 31 <br /> 0 2+55.5 <br /> --' <br /> LL <br /> ~ 2+48 <br /> (f) <br /> LL <br /> u <br />1+52.4 EC ~I <br /> <br /> <br />1+10 8C <br /> <br />DESIGN EXAMPLE FOR <br />STORM SEWERS - PLAN <br />FIGURE 6-4 <br /> <br />Public Works <br />Department QA TE, AUGUS T. 1996 <br /> <br />SCALE, N.T.S. <br />