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<br /> <br />~ <br /> <br />00 <br />" <br />.' <br />o. <br />" <br />, <br /> <br />NOTE: See sr.!. 22 e. report for <br />CQnstraiDtsonnoturolenannel <br />above 510.180+00 <br /> <br />00 <br />o <br />" <br />0" <br />" <br />V <br /> <br />Slope 1% <br /> <br />I"A"'''' CO,",," <br /> <br />r Design Inv. Elev. <br />rI.O'~FreebOO"d <br /> <br />/tOTE: Thl, d'O"itI~ 1'.0 m..!., plu .h.., ,"pr"'.ling p"~,"i"qTY and <br />COflCeptYOI.ngln",lng. ltoll"'1 nOlNus.Oforoo......ffOllpu,po... <br /> <br />S.O':t.\ <br /> <br />---f <br />". <br />00 . E',Je <br />~'1 '000 <br />(f <br />" <br />,. <br /> <br />1.5'min. rip rap or <br />natural slone of eqyoT sTze. <br /> <br />, <br /> <br />)(. I <br />00 . <2'. <br />o <br />.' <br />0" <br />" <br />V <br /> <br />18.0' <br /> <br />TYPICAL CHANNEL <br /> <br />CROSS SECTION - SIt) '''R1-40 to 17(+40 <br />50;<:11&' 1"~20' <br /> <br />)( <br />00 1l!<?J"e <br /></)'? 'SOO <br />0" <br />" <br />V' <br /> <br />o <br />o <br />> <br />~ <br /> <br />oli' <br />0' <br />(f <br />" <br />V <br /> <br />o <br />o <br />> <br />12 <br />~ <br />of <br />o <br /> <br />of <br />o <br /> <br />j <br /> <br />,?I" <br /> <br />l <br />" <br />~L<]ndscopewithdeeprootedtrees <br />Designill!f_e1ev. _ and shrubs to achieve "."volue <br />"<2,3 <V of 0.04 <br />~ooo 'I~' 1.0' % F"reeboord <br />~~ [4 Steeper above highY/oter <br />S~O.5%', level whe're required <br /> <br />Design inv. elev. <br /> <br />. <br />. <br />-5;soo i.; <br />~t.MOjorChonnel <br /><!.rriC/Cle Channel forl7et. <br />Crou ..clio. ana location <br />voriobl. 10 ....I co~ditiont_ (Typico!) <br /> <br />12.0' <br />92_0 <br /> <br /> <br />slope I 0 <br /> <br />/'"""1.O'ti"r..eboord <br />=cJ , <br />, <br />Ripr<lp, con.rele, or cthe'proleclion <br />lopr..onterrosionbyeOnli""ouo <br />low Ilow. (Typicol) <br /> <br />i" <br />~ 0 <br />~~ <br />. <br /> <br />eQ <br />.' <br />(f <br />4:",.3"6' "'- <br />'000,. ;"/ <br />/.... <br /> <br />NOTE Probable relocation of <br />gasmClin,fuJlle"lltbof <br />Table Meso Drive <br /> <br />TYPICAL CHANNEL CROSS SECTlON-sM 178+80tDfg/~50 <br />Scale' j"-20' <br /> <br />TYPICAL CHANNEL CROS~ SFCTION <br />Scale; /"-20' <br /> <br />Sfa f74t35tD 178+80 <br /> <br />5590 <br /> <br />5580 <br /> <br />5560 <br /> <br /> <br /> <br />5570 <br /> <br />'5<50 <br /> <br /> <br />5'1$0 <br /> <br /> <br /> <br />5460 <br /> <br /> <br /> <br />5470 <br /> <br />5540 <br /> <br /> <br />5"0 <br /> <br />REVISIONS <br /> <br />CITY OF <br />BOULDER. COLORADO <br />ENGINEERING DIVISION <br /> <br />W.- M. E. Project No. <br />702 12 <br /> <br />DEPT of PUBLIC WORKS <br />T.K.Oieffenderfer <br /> <br />CITY of BOULDER <br />Director of Operations <br /> <br />165+00 <br />URBAN STORM DRAIN.AGE <br />MAJOR DRAINAGE WAYS PLANNING <br /> <br /> <br />MASTER PLAN <br />BEAR CANYON CREEK <br />SM 2,94 to SM 3,50 <br /> <br />186+(1) <br /> <br />WRIGHT MCLAUGHLIN <br />2059 Bryant Street <br /> <br />ENGINEERS <br />Denver, Colorado <br /> <br />180+00 . <br />g~~~GN~EDAF <Z D~TE <br />CHECKED,'/rt"'~J~ <br /> <br />/75+00 <br /> <br />f70+ 00 <br /> <br />DATE <br />Sep. 1970 <br /> <br /> <br />DRAWING NO. <br />BE 6 <br /> <br />BEAR CANYON CREEK.., STA. 155+00 to 185+00 <br /> <br />