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<br />PLATE 111-10 <br /> <br /> <br />~ <br />'''~. <br />"'1, <br />~ <br /> <br />.. <br />00 <br />0' <br />" <br /> <br />~, <br /> <br />NOTES <br /> <br />THIS DRAWING IS A PLANNING SHEET WHICH <br />REPRESENTS PRELIMINARY E~GINEERING AND <br />SHOULD NOT BE USED FOR CONSTRUCTION. <br /> <br />2.100 YEAR STORM PROFILE SHOWN IS BASED ON <br />COMPLETION OF ALL PROJECT FEATURES. <br /> <br />.. <br />0& <br />." <br />, <br /> <br />~ <br />.....~ <br />-0'1, <br />~ <br /> <br />)( <br /> <br />)( <br /> <br />~, <br />v, <br />-, <br />'1, <br />~ <br /> <br />--- <br />5280 <br /> <br />LOO "IN ZONE erHIAE <br />REACH FOR 100 YEAR F 0 <br />~ <br /> <br />% <br />~ <br />S <br /> <br />MATCH UNE JOINS <br /> <br />o <br /> <br />~ <br /> <br />." <br /> <br />~ <br /> <br />l:l <br />0: <br />.. <br /> <br />z <br />o <br />0: <br />:> <br />'" <br /> <br />5320 <br /> <br />HASS SLOPE <br /> <br />100 YEAR <br /> <br /> <br />ule <br /> <br />GROUT[ RIPRAP ROlECTION ON <br />DOWNSTREAM FACE OF HURON <br /> <br />SfA. 169+00 TO 198+00 <br />10 YEAR STORM DISCHARGE. 950 ch <br />10 YEAR STORM VELOCITY . B.I 'p. <br />100 YEAR STORM OISCHARGE. 2335 cr.. <br />100 YEAR STORM VELOCITY. 9.8 Ipl <br />DESIGN STaR". IGOYEAR SlORM <br /> <br /> <br />.. <br />" <br /> <br />5300 <br /> <br />TYPICAL CHANNEL SECTION <br />STATION 169+00 TO 11l5+00~ <br />ORIGINAL SCALE <br />'-.20'" <br /> <br />5UO <br /> <br />APPROXIMATE PR ILE <br />OF LEFT BAN <br /> <br />100 YEAR FLOW <br />PROFJLE <br /> <br />5280 <br /> <br />--""- <br /> <br />.. <br /> <br />8 TH. AVE~'DETE TlON POND -EL -5260 <br /> <br /> 52.70 <br />z '280 <br />-' <br />% <br />... <br />.. n50 <br /> <br />EXISTING CH NNEL <br />INVERT <br /> <br />~ <br /> <br />-..;; <br /> <br />o <br />10.00 <br /> <br />52.40 <br /> <br />"0-00 <br /> <br />!to+CO <br /> <br />..,u'oo <br /> <br />180.00 <br /> <br />l7!~.OO <br /> <br />110+00 <br /> <br />ENGINEERING CONSULTANTS,INC. <br />DENVER, COLOftADO <br /> <br />CITY OF FEDERAL HEIGHTS <br /> <br />ADAMS COUNTY <br /> <br />CITY OF THORNTON <br /> <br />NIVER CREEK <br /> <br />NIVER CREEK <br />STA, 169+00 TO STA,200+00 <br /> <br />Sh.ut 9 of " <br /> <br />'''OUltO C01l11101. SUllVEY I' MEII""::." COM_Y <br />IEIII"'I. ~MOTOIUI"'''"Y IV MU"'CIl .. COM'MY <br />ro'o'''......,c .....""111. IT fU'UlICIt" COM""NY <br />:OMTOUII IInuv"l. I't OATl nowN l1-rS-12 <br /> <br />!NGINEER: <br /> <br />0l111"'lD llo.'.I.H. OAU 1-11-14 <br />Oil"""" J,E.. OAU 1-1.1'4 <br />(11[1:1[0 11.01. OAT[ 1-11-" <br />,,(VIUO DAtE <br />A(V'UD OaTt <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />MAJOR ORAINAG[WA'( PLANNING <br />