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fernando.raez <br />1 <br />N <br />0 <br />(15 <br />0 <br />c <br />0 <br />0 <br />Underpass Concepts\CADD\References\oCORR—SH42—Short.dwg <br />0 <br />0 <br />J <br />0 <br />■ <br />SOUTH ST TO BE CLOSED <br />TO VEHICULAR TRAFFIC <br />EAST OF LEE AVE <br />1111WAI <br />PROS: <br />• DIRECT CONNECTIVITY TO SOUTH ST <br />UNDERPASS. <br />• OPPORTUNITY TO ENHANCE PUBLIC <br />OPEN SPACE WITH ONE—WAY COUPLET. <br />• OPPORTUNITY TO PROVIDE CONTINUITY <br />OF ENHANCED SOUTH STREET <br />PEDESTRIAN ACCESS. <br />• IMPROVEMENTS CONTAINED WITHIN CITY <br />PROPERTY. <br />CONS: <br />• PROPERTY ACQUISITION COSTS <br />• TIGHT TURNS TO GET TO UNDERPASS <br />GRADE ON EAST SIDE OF CO-42. <br />• REVISED DRIVEWAY ACCESS AND <br />PARKING LOT CIRCULATION NECESSARY. <br />• NON —DIRECT CONNECTION TO EAST <br />SIDE OF CO-42 TO ALLOW FOR <br />FUTURE PROGRAMMING OF OPEN <br />SPACE. <br />w <br />J <br />5332 <br />0 <br />0 <br />0 <br />0 <br />+ <br />0 <br />5328 <br />W <br />5324 <br />5320 <br />5316 <br />5312 <br />5308 <br />co <br />N <br />5304Li) <br />RECONSTRUCTION OF CANNON ST AND <br />LEE AVE TO PROVIDE ONE-WAY COUPLET <br />AND ENHANCED PUBLIC OPEN SPACE <br />EXISTING WATER LINE <br />TO BE RELOCATED <br />ENHANCED PEDESTRIAN PLAZA <br />CONNECTING TO MINER'S FIELD <br />!EXISTING SANITARY PIPE TO BE REMOVED <br />i N <br />EXISTING HIGH PRESSURE <br />GAS TO REMAIN <br />EXISTING STORM <br />1'DRAIN TO BE REMOVED <br />EXISTING FLOWS TO <br />BE ROUTED TO CO-42 <br />0 <br />WALL <br />-tl- <br />EXISTING SANITARY SEWER TO BE RELOCATED <br />I1. <br />PROPOSED SANITARY RELOCATION <br />• FUTURE CO-42 TRAIL I <br />GRAPHIC SCALE IN FEET <br />0 20 40 80 <br />HORIZONTAL <br />0 2 4 <br />8 <br />LOW <br />LOW <br />POINT ELEV: <br />POINT STA: 14+73.06 <br />5309.25 <br />I-IGH <br />HIGH <br />POINT ELEV <br />POINT STA: <br />5318.30 <br />17+08.31 <br />PVI STA:11+08.81 <br />PVI STA:13+35.98 <br />PVI STA:14+83.00 <br />PVI <br />STA:16+:8.18 <br />PVI LEV:5322.74 <br />AD: <br />2.83% <br />PVI ELEV:5311.84 <br />AD: <br />2.80% <br />PVI LEV:5308.90 <br />AD: <br />6.64% <br />PVI <br />ELEV:53 <br />AD: 5.14'•. <br />8.41 <br />a) <br />00 <br />K: 8.85 <br />K:17.86 <br />K: <br />7.53 <br />K: 9.73 <br />N <br />r .) <br />25.00' <br />VC <br />50.00' <br />VC <br />5C.00' <br />VC <br />50.00' V <br />�� <br />�� <br />a,� <br />r <br />a,� <br />00 <br />00 <br />—.� <br />0) <br />N <br />to <br />"�� <br />rn� <br />4c0 <br />r7 <br />J <br />W <br />�N <br />NN <br />±0 <br />O0 <br />�rrj <br />oro <br />CO <br />00't <br />lna) <br />o30 <br />0p <br />MN <br />C.0N <br />00 <br />COM <br />O+r7 <br />MLo <br />N N) <br />-� <br />ijLo <br />(Or <br />Lo <br />N <br />J <br />W <br />U <br />U <br />CA <br />W <br />(n <br />W <br />(n <br />La J <br />(n <br />La J <br />(n <br />W <br />W <br />a <br />W <br />/.97q, <br />c� c� <br />0 <br />m m <br />W <br />» <br />W <br />STRM CROSSING <br />0 <br />m <br />0 <br />0 <br />>> <br />0 PROPOSES <br />TO TIE <br />UNDERPASS�0 <br />INT0 FUTURE <br />M� <br />0 <br />c.) <br />W <br />c.) <br />W <br />0 <br />m <br />0 <br />m <br />0 <br />W <br />TO BE REMOVED <br />GRADING <br />WITH <br />12" RCP <br />STA: 13+28.22 <br />POTENTIAL <br />WIDENING <br />0-42 <br />- <br />_0F <br />'ao�' <br />—0.50% <br />WATER CROSSING <br />TO BE LOWERED <br />, <br />— <br />—O <br />12" <br />o <br />STA: 13+62.27 <br />'.n <br />00 <br />1— <br />6b'/0 <br />LIMITS OF <br />UNDERPASS <br />w <br />_I <br />o <br />_2.00/p <br />.. <br />PROP SEWER <br />CROSSING <br />W/ ENCASEMENT <br />< <br />x* z <br />o <br />=- <br />8" • PVC <br />ct <br />o 0 <br />SEWER CROSSING <br />5324.89 <br />rn <br />co <br />STA:13+98.29 <br />° <br />= <br />Q m 0 <br />z�Z <br />TO BE RELOCATED <br />8" PVC o <br />M <br />5318.27 <br />5317.85 <br />M <br />N <br />00 <br />`"N <br />�oo <br />o,,i <br />—o <br />R <br />�QN� <br />r <br />0.) STA: 14+43.99 °�4 <br />°� <br />°�r; <br />co.O <br />fl <br />rN-) <br />N <br />N) <br />�N^ <br />N) <br />" <br />�j <br />w <br />n <br />M <br />�j <br />_ <br />i � <br />�j <br />�j <br />to <br />11+00 12+00 13+00 14+00 15+00 16+00 <br />CO-42 & DELO UNDERPASS PROFILE <br />17+00 <br />18+00 <br />19+00 <br />20+00 <br />VERTICAL <br />5332 <br />5328 <br />5324 <br />5320 <br />5316 <br />5312 <br />5308 <br />5304 <br />20+75 <br />EXHIBIT 3: <br />CO-42 & DELO UNDERPASS PLAN AND PROFILE <br />Kimley» Horn <br />H <br />