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Last modified
1/25/2010 6:27:20 PM
Creation date
10/4/2006 11:46:18 PM
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Template:
Floodplain Documents
County
Jefferson
Community
Lakewood
Basin
South Platte
Title
Storm Drainage Criteria City of Lakewood
Date
8/9/1982
Prepared For
Lakewood
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Page 42 <br /> <br />h. Energy dissipators <br />i. Hydraulic grade lines <br />j, Minimum and maximum velocities <br /> <br />B, DRAINAGE PLAN SHEET(S) <br /> <br />1, SITE LOCATION MAP - a portion from the Map in Appendix D <br />a, Major drainage basin <br />b, Sub basin boundaries and acreage <br />c. Floodway and Flood Plain area <br />d, Site location <br /> <br />2, SITE DRAINAGE PLAN - SHOW THE FOLLOWING: <br /> <br />1, Existing and proposed 2-foot contours based on USGS datum <br />(existing contours to extend at least 50' beyond property <br />line, ) <br />2, Location and elevation of USGS benchmarks or benchmarks <br />referenced to USGS, <br />3, Existing and proposed property lines, <br />4, Present drainage easements, <br />5. Street names and grades, <br />6. Right-of-way and easement requirements, <br />7, Routing and accumulative flows at the upstream and down- <br />stream ends of the site and at various critical points <br />on-site for both initial and major storm run-off, The <br />inflow and outflow from each subbasin shall be shown for <br />both the initial and major storms, <br />*8, Finished floor elevations for protection from major storm <br />run-off, <br />*9, Street cross-sections showing the lOa-year flood levels, <br />la, Existing and proposed flood plains and major channels, <br />11. Detention pond design and drawings including the follow- <br />ing: <br />a, Location of each detention area <br />b, Release rates for 5 year and 100 year storms, <br />c, Storage volumes required and provided, <br />*d, Site plan on 1" = 50' scale or larger with two-foG~ <br />contour intervals, <br />*e. Inlet and outlet structure design details and opera- <br />tional data (5 year and 100 year depths), <br />*f. Emergency excess storm water passage design details, <br />*g, Side slopes, <br /> <br />12, Open channel flow in major channels shall be provided with <br />the following information for both storms: <br /> <br />a, Profiles showing existing and proposed channel grades <br />and water surface profiles. <br />*b. Cross-sections on IOO-foot stations showing existing <br />and proposed cross sections and required rights-of- <br />way, <br />*c, Locations and size of all existing and proposed <br />structures. <br />
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