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0 <br />0 <br />O <br />a) <br />O <br />N <br />N <br />1) <br />N <br />CC <br />7 <br />0 <br />0 <br />0 <br />7 <br />O <br />Q <br />N <br />O <br />C <br />O <br />0 <br />O <br />O <br />0 <br />Q <br />L <br />L <br />• c <br />O 4) <br />— <br />T '5 <br />E .9 <br />O <br />• J <br />. I <br />O O <br />O <br />CO <br />E co <br />o o <br />o 0 <br />. L <br />0 <br />O <br />N <br />O <br />N d <br />W <br />\ <br />\ <br />N <br />\ <br />PROPOSED MH <br />N <br />\ <br />N <br />N <br />N <br />\ <br />\\ WATERLINE TO <br />\ \ <br />\ 125 LF OF 8" <br />\ \ <br />\ \ \ \ <br />148 LF OF 12" RCP © —0.75% \ <br />\ \ x <br />PROPOSED MHO <br />\ <br />PROPOSED MH <br />—�� <br />\ \\ <br />N <br />PROPOSED MH <br />\ <br />\ <br />10+00 <br />MAIN STREET <br />i <br />( <br />\ <br />\ 7 <br />\ f / <br />\ \ \ 1 \/ <br />1 <br />\\ \ I \ \ <br />\ I \ \ <br />\ \ <br />\ \ <br />BE LOWERED <br />—3.39% <br />1 <br />5'-15' WALL <br />*Sin <br />N <br />0'-15' WALL <br />— <br />13+00 <br />\ <br />(253 <br />\ EXISTING SANI <br />13+50 <br />7 <br />i <br />7 7 <br />7 7 <br />7 7- <br />7 <br />/ <br />7 <br />'ess <br />) <br />ALIGNMENT FOR FUTURE TRAIL <br />IMPROVEMENTS WITHIN BNSF RR <br />4,0 <br />N <br />/ <br />77 <br />N <br />7 <br />5396 <br />PROS: <br />CONNECTIVITY TO FUTURE <br />NORTH/SOUTH TRAIL ALIGNMENT <br />WITHIN BNSF RR. <br />CONS: <br />• SIGNIFICANT PROPERTY <br />ACQUISITION COSTS ANTICIPATED. <br />• DRAINAGE FOR THE UNDERPASS <br />WILL BE PUMPED. <br />53922 <br />d <br />5388 <br />5384 <br />5380 <br />5376 <br />5372 <br />5370 <br />HIGH POINT ELEV: 5376.29 <br />LOW POINT ELEV: 5372.44 <br />HIGH POINT STA: 10+67.42 <br />LOW POINT STA: 12+25.23 <br />HIGH POINT ELEV: f. <br />25.00' VC <br />50.00' VC <br />50.00' VC <br />K:1.69 <br />EL: 5374.69 <br />BVCS: 10+55.63 <br />EVCS: 12+37.24 <br />EVCE: 5372.50 <br />BVCS: 13+49.68 <br />BVCE: 5373.53 <br />EVCS: 13+99.6 <br />BVCE: 537: <br />ro <br />CA <br />Lij <br />co <br />LL.1 <br />/ B VC' <br />/ <br />/ <br />/ <br />11+00 12+00 13+00 14+00 <br />MAIN STREET & SOUTH BOULDER ROAD UNDERPASS PROFILE (ALT C) <br />15+00 <br />5396 <br />380.02 <br />+14.71 <br />45 <br />19 <br />5392 <br />5388 <br />oi <br />ro <br />5384 <br />380 <br />5376 <br />15+29 <br />5392 <br />0 <br />ro <br />co <br />5384 <br />5380 <br />5376 <br />5372 <br />co <br />PVI STA:13+75.00 <br />PVI ELEV: 5373.76 <br />K: 7.75 <br />50.00' VC <br />ro <br />oo <br />oo <br />co <br />co <br />oo <br />0 <br />0 <br />co <br />ro <br />5388 <br />5384 <br />5380 <br />5376 <br />co <br />15+82 <br />14+00 15+00 <br />PLAZA NON-ADA ACCESS <br />EXHIBIT 2: <br />GRAPHIC SCALE IN FEET <br />0 15 30 60 <br />HORIZONTAL <br />0 1.5 3 <br />6 <br />VERTICAL <br />MAIN STREET & SOUTH BOULDER <br />ROAD UNDERPASS PLAN AND PROFILE } <br />Kimley>>>Horn <br />