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k <br />r <br />TYPE M RIP 24` THICK) - <br />OVER 12" OF S A FILTER <br />MATERIAL. ALL 4 <br />CORNERS OF SPILLWAY <br />N: 1 <br />2179463.35 <br />ih <br />EL:55.4 <br />gem <br />N: 1 <br />9 <br />i <br />ff <br />1 <br />f i <br />i <br />I <br />3.32 <br />i <br />5.51 <br />I <br />53.63 <br />i <br />52 <br />a <br />1' <br />lJ ,' <br />i <br />50.91 50.88'; <br />I <br />SAWCUT ACROSS ENTIRE <br />STRUCTURE AT GRADE BREAK <br />ANO-REMOVE AND DISPOSE <br />4 OF EXISTING CONCRETE 16" EPDXY DOWELS #5 @ 12" <br />8" INTO EXISTING SPILLWAYi <br />I <br />151.10 51.101 <br />16" EPDXY DOWELS #5 @ 12" <br />I (8" INTO EXISTING SPILLWAY) I <br />1 <br />SAWCUT ACROSS ENTIRE <br />1 STRUCTURE AT GRADE BREAK <br />1 AND REMOVE AND DISPOSE <br />OF EXISTING CONCRETE --- <br />I <br />51.29 51.281 <br />X Ex15tmg 5plllway XSpotElevationTyp. <br />I <br />i r <br />1 51.41 51.40 <br />N: 172543.86 <br />E: 2179538.03 <br />f I <br />i <br />N <br />Cf <br />f Q <br />h N: 172550.60 <br />E: 2179546.73 <br />R" <br />53.31$ <br />j <br />53.57 <br />I <br />53. 8 <br />EL: 54.9 <br />N: 172534.78 <br />E: 2179558.9 <br />ELm .1 <br />sod* <br />N: 172509 <br />E: 2179578 <br />DESIGNED: DATE: <br />DRAWN: DATE: <br />CHECKED: DATE: <br />ELc-f5.4 <br />DATE: <br />REVISED: DATE: <br />8 ".TbEWALL <br />x <br />3' -0" <br />CONCRETE <br />CDOT CLASS D) <br />55.40 <br />N. 172454.62 <br />E: 2179487.74 - -" <br />55.52 <br />N: 172445.14 <br />E: 2179495.09, <br />9 <br />i <br />ff <br />1 <br />f i <br />i <br />I <br />3.32 <br />i <br />5.51 <br />I <br />53.63 <br />i <br />52 <br />a <br />1' <br />lJ ,' <br />i <br />50.91 50.88'; <br />I <br />SAWCUT ACROSS ENTIRE <br />STRUCTURE AT GRADE BREAK <br />ANO-REMOVE AND DISPOSE <br />4 OF EXISTING CONCRETE 16" EPDXY DOWELS #5 @ 12" <br />8" INTO EXISTING SPILLWAYi <br />I <br />151.10 51.101 <br />16" EPDXY DOWELS #5 @ 12" <br />I (8" INTO EXISTING SPILLWAY) I <br />1 <br />SAWCUT ACROSS ENTIRE <br />1 STRUCTURE AT GRADE BREAK <br />1 AND REMOVE AND DISPOSE <br />OF EXISTING CONCRETE --- <br />I <br />51.29 51.281 <br />X Ex15tmg 5plllway XSpotElevationTyp. <br />I <br />i r <br />1 51.41 51.40 <br />N: 172543.86 <br />E: 2179538.03 <br />f I <br />i <br />N <br />Cf <br />f Q <br />h N: 172550.60 <br />E: 2179546.73 <br />R" <br />53.31$ <br />j <br />53.57 <br />I <br />53. 8 <br />EL: 54.9 <br />N: 172534.78 <br />E: 2179558.9 <br />ELm .1 <br />sod* <br />N: 172509 <br />E: 2179578 <br />DESIGNED: DATE: <br />DRAWN: DATE: <br />CHECKED: DATE: <br />REVISED: DATE: <br />REVISED: DATE: <br />N:172502.4 <br />N: 2452.18 <br />Qom, ", E: 2179569.88 <br />E: 2179504.18, x. <br />STAPLE STONE PROTECTION <br />EX15tin6j Concrete PER DETAIL ON SHEET 7 <br />5polway ; <br />t <br />SPILLWAY MODIFICATION PLAN <br />MULLER ENGINEERING CO., INC. <br />CONSULTING FIJGLNfEF.RS <br />777SOU771 WADSWORTH BLVD. #444 <br />LAKEWOOD, COLORADO MW <br />PROJECT NO. 07 -030.08 ( <br />303) 039 <br />0' 5' 10' 20' <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />F -13 <br />8" THICK CONCRETE <br />CDOT CLASS D) <br />l TOEWALL <br />3' -0" - 11,-6" <br />SAWCUT ACROSS ENTIRE <br />STRUCTURE AT GRADE <br />BREAK AND REMOVE AND <br />DISPOSE OF EXISTING <br />CONCRETE <br />TYPE M RIPRAP UPSTREAM <br />AND DOWNSTREAM OF SPILLWAY. <br />SEE PLAN FOR PLACEMENT EXTENTS. <br />CLASS A FILTER MATERIAL <br />RECORD DRAWING <br />July 9, 2012 <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON <br />INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED <br />TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS <br />ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS <br />RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE <br />BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD <br />DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS <br />ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. <br />Ex15ting 5pllway <br />s3s <br />16" EPDXY DOWELS #5 @ 12" <br />8 INTO EXISTING SPILLWAY) <br />SECTION A <br />SCALE: I"= 5' <br />HAVANA STREET DAM IMPROVEMENTS <br />52'± <br />8" <br />TOEWALL <br />TOEWALL # <br />5 12" O.C., E.W. <br />SECTION <br />SCALE: I"= 5' <br />24" TYP. <br />12" TYP. <br />SAWCUT ACROSS ENTIRE <br />STRUCTURE AT GRADE <br />BREAK AND REMOVE AND <br />DISPOSE OF EXISTING <br />CONCRETE <br />5 @ 12" O.C., E.W. m25 <br />4 <br />i+> <br />TOEWALL <br />If 6" <br />11' -0" <br />SPILLWAY MODIFICATION <br />DETAILS <br />T -0" <br />SEO # C -1991 <br />SHEET <br />13