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Appendix A River Hydraulics Analysis
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06/16/2020
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75B - FAIRVIEW BRIDGE PROJECT CD
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Appendix A River Hydraulics Analysis
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6/16/2020 8:39:19 AM
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Prado RSM RAS Model -Levee 2a Plan: 1) PropBr RS50863 <br />2/26/2019 <br />SAR 50956 U/S FAIRVIEW <br />.014 <br />Legend <br />EGPF1 <br />WS PF 1 <br />Crit PF 1 <br />100 <br />Ground <br />• <br />Bank Sta <br />- <br />.......................................................................................................................................................................................... <br />90 <br />a>i <br />w <br />80 <br />70 <br />0 50 100 150 200 <br />250 <br />300 <br />Station (ft) <br />Prado RSM RAS Model -Levee 2a Plan: 1) PropBr RS50863 <br />2/26/2019 <br />SAR 50863 FAIRVIEW AVE. Bridge <br />.014 <br />Legend <br />--------------------- <br />EG PF 1 <br />WS PF 1 <br />Crit PF 1 <br />100 <br />Ground <br />• <br />Bank Sta <br />Pier Debris <br />^ <br />............................ <br />......................................... <br />. ......................................... <br />. ......................................... <br />............................ <br />90 <br />w <br />80 <br />70 <br />0 50 100 150 200 <br />250 <br />360 <br />Station (ft) <br />1 in Horiz. = 50 ft 1 in Vert. = 10 ft <br />
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