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~, <br />~~ <br />I: <br />• <br />•j <br />•~ <br />~. <br />North Eagleview Drainage Design Reaort <br />CONTENlTS <br />XP-SWMM MODEL <br />Output file pages 1 - 38 <br />Output schematics of project model on Il" x 17" <br />Scenario #1 - 86 cfs irrigation, no storm runoff <br />#2 - 88 cfs irrigation, 100 year storm runoff <br />#3 - 173 cfs irrigation, no storm runoff <br />#4 - 173 cfs irrigation, 100 year storm runoff <br />SUMMARY #3 AND "F" ST CONCRETE BOX CULVERTS <br />Output file pages i - 6 <br />#3 CBC DISCHARGE VS OPEN AREA <br />Orifice calculations for opening width vs discharge <br />Graph of linear equation for orifice discharge vs. opening width <br />SE6MENTALRETAININ6 WALL <br />Wall design calculations using RISI design software pgs 1 - 19 <br />CONCRETE CELLULAR MATTRESS <br />Armorflex design calculations using ArmorTec design software <br />6EOTECHNICAL ENGINEERING REPORT <br />Terracan soils investigation report Project #21035051 <br />CONSTRUCTION COST ESTIMATE <br />Estimate of construction quartities and cost <br />