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<br />00 <br />o <br />,. <br />0" <br />,. <br />" <br />X <br />~ <br />"2",6' <br />'0 <br />00 <br /> <br /> <br />NOTE' <br /> <br />'03-A <br />5728.14 <br /> <br />FlOOd PlainZoneSkunkCr'eek <br />Station 128+7010 138'00 <br /> <br />Upper Skunk Creek Re"servoir System for Flood Control,Sediment and Dl!tllis <br />ColleClion , Sand a Gravel sores, Solid Waste Disposal, and Additional <br />Recreation. <br /> <br />~ <br />. ?J".s> <br />'$ <br />00 <br />X <br /> <br />4 <br /> <br />~ <br />. 2"0 <br />'$ <br />00 <br /> <br />Shope ond Choroctor of Detention Ponds ore <br />Schematic Only. Final Shope 10 Be Dependant <br />upon NeS Landscaping Needs. <br />2 Permanent Pools of 4' Depth May Be Varied in <br />Final Design. <br /> <br />Sediment, Debris Collector <br />and Flood Detention. <br />Bottom Elev.55/8.0 <br />N WS ~ 5522.0 <br />MWS" 55:33.0 <br />V= 13.3oc,ft. <br /> <br />Flood Detention <br />Reservoir <br />Bottom Eiev. 5506.0 <br />NWS :: 5510.6 <br />MWS" 5521.0 <br />V"9.50c.ft. <br /> <br />FreDd Detention Reservoir <br />80ttom Elev. 54$0.0 <br />NWS" 5484.0 <br />MWS" 5489.5 <br />V=2.5oc.ft. <br /> <br />POND 2 <br /> <br />3. Berms to Hove Grouted Broken Concrete Core <br />to Protect Against Failure on Mo~imum P,obobfe <br />Flood.' <br /> <br />16.3' <br />8.3' <br /> <br />8.0'" <br />LO';.Freebog.rd <br /> <br />4. Berms to Hove Flat Slopes, Blending Into Notural <br />Setting. <br />5. R~\o(';o'le Roodwoy to South. Rood May Ele Ra;sed <br />to Provide Additional protection to NBS LabS. <br />6. Provide Hiking Path from King Street to Greenbelt <br />Mountain Property Along Channel. <br /> <br />1.7'~ <br />Sidechonnel <br />spillway into <br />pond no. 3 <br /> <br /> <br />\Lt Channel <br />TYPICAL CHANNEL CROSS SECTION - 510./20f80to 123f25 <br />SC.<:zIe.' \"-20' <br /> <br /> <br />5 /0 <br /> <br />5500 <br /> <br /> <br />5490 <br /> <br />5480 <br /> <br />REVISIONS <br /> <br />CITY OF <br />BOULOER. COLORAOO <br />ENGINEERING DIVISION <br /> <br /> <br />MASTER PLAN <br />SKUNK CREEK <br />SM 2.22 to SM 2,67 <br /> <br />WRIGHT - MCLAUGHLIN ENGINEERS <br />2059 Bryanf Street Denver, COlorado <br /> <br />140-~OO <br />DESIGNED, <br />DRAWN: <br />CHECKED: <br /> <br />13<5'+'00 <br /> <br />/30+00 <br /> <br />125+00 <br />URBAN STORM DRAINAGE <br />MAJOR ORA.INAGEWA.YS PLANNING <br /> <br />'~..... cf.\.,iI'" <br /> <br />Dt..TE <br />Sep,i970 <br /> <br /> <br />DRA.WING NQ <br />SK-5 <br /> <br /> <br />DATE <br /> <br />W.- M. E. Projeet No. <br />102-12 <br /> <br />DEPT of PUBLIC WORKS - CITY of BDULDER <br />T.I<. Dieffenderfer Direcfor of Operations <br /> <br />SKUNK CREEK <br /> <br />STA. 117+00 to /4/ +00 <br /> <br />