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<br />10 <br /> <br />5280 <br /> <br />5275 <br /> <br />9 <br /> <br />5270 <br /> <br />5265 <br /> <br />8 <br /> <br />5260 <br /> <br />7 <br /> <br />5280 <br /> <br />5275 <br /> <br />6 <br /> <br />5270 <br /> <br />5265 <br /> <br />5 <br /> <br />5260 <br /> <br />4 <br /> <br />5275 <br /> <br />5270 <br /> <br />3 <br /> <br />5265 <br /> <br />5260 <br /> <br />" 2 <br />Q;, <br /> <br />5255 <br /> <br />N <br />'" <br />z <br />~ <br /> <br />to <br />o <br />o <br />r0 <br />0'> <br />0'> <br />[l 1 <br /> <br />A <br /> <br />B C <br /> <br />D E <br /> <br />65.00' <br /> <br />EXIST NOTCH AND CONC <br />CAP TO BE REMOVED <br /> <br />EL 5272.60 <br /> <br /> <br />I I <br />I I I I <br /> <br /> <br />IJiI'" <br />I I I I' <br /> <br />i I I I I' <br />EXIST SHEETPI~E! i I ! I <br /> <br />i I <br />i I <br />: i <br /> <br />, , <br />I I I I <br />I! I <br /> <br />I' I i <br />;1 I I <br /> <br />SHEETPILE A <br />DEMOLITION DETAIL <br /> <br />1"=10' HORIZ <br />1"=5' VERT <br /> <br />EXIST SHEETPILE <br />TO BE REMOVED <br /> <br />EL 5272.60 <br /> <br /> <br />I i <br /> <br />EXIST CONC NOTCH AND <br />CAP TO BE REMOVED <br /> <br />-, - 1 <br />! I i <br />I <br /> <br />I' <br />, I <br />I <br /> <br />: r I <br />,I I I <br />: : i I II ' I: : <br />I ,'I~1 <br />! :~ E,XI,ST SIHEETP\ILE ' I <br />!~ ::1'1 I : <br />I ! i! : i I I I <br /> <br />i ' <br /> <br />I I <br /> <br />SHEETPILE B <br />DEMOLITION DETAIL <br /> <br />1"=10' HORIZ <br />1 "=5' VERT <br /> <br />65.00' <br /> <br /> <br />EXIST CONC NOTCH AND <br />CAP TO BE REMOVED <br /> <br />IlK:,! . I '~XIST! SHEETPILE <br /> <br /> <br />" I, :, I <br />I It: <br /> <br />I' I 'I I I <br />I i,,! <br /> <br />, I <br /> <br />, , <br />I' <br />i i <br /> <br />SHEETPILES C AND D <br />DEMOLITION AND FINAL CONFIGURATION DETAIL <br /> <br />1"=10' HORIZ <br />1"=5' VERT <br /> <br />BC Brown and Caldwell <br />Consultants <br />~ Denver, Colorado <br /> <br />LINE IS 2 INCHES <br />A T FULL SIZE <br />(IF NOT 2"-SCALE ACCORDIfJGL Y) <br /> <br />SUBMITTED: <br />APPROVED: <br />APPROVED: <br /> <br />DATE: <br /> <br />FILE <br />DRAWN <br /> <br />DESIGNED <br />CHECKED <br />CHECKED <br /> <br />5993 <br />JRA <br />BCL <br />RAF <br />WRP <br /> <br />PROJECT MANAGER <br /> <br />BRQ'NN AND CALDWELL <br /> <br />DATE: <br />DATE: <br /> <br />A <br /> <br />B <br /> <br />C <br /> <br />D <br /> <br />E <br /> <br />F <br /> <br />EL 5261.00 <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />5255 <br /> <br />G <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />H <br /> <br />r NEW CONC CAP <br /> <br />EL 5272,00 <br />l.. ~~ <br />I I <br />, I <br />I <br />I I <br /> <br />I <br />I <br />EXIST SHEETPILE <br /> <br />EL 5272.60 <br />I <br /> <br />REVISIONS <br />ZONE REV, DESCRIPTION <br /> <br />F <br /> <br />o ISSUE FOR CONSTRUCTION <br /> <br />G <br /> <br />H <br /> <br />~ , <br /> <br />I I II' I <br />I i I <br />: I i I I <br />I I I <br /> <br /> <br />o ELL) 5271.00 <br /> <br />I I <br /> <br />J <br /> <br /><I <br /> <br />II '! ,I <br />1111 ! <br /> <br />, I <br />I , <br />I: I I <br /> <br />Ii! I <br />" II <br /> <br />K <br /> <br />SHEETPILE A <br />FINAL CONFIGURATION DETAIL <br /> <br /> <br />5,00' <br /> <br />L) <br /> <br /><I <br /> <br />30,00' <br /> <br />1.00' 1.00' <br /> <br /> <br />n <br /> <br />~ <br /> <br />L) <br />~ <br /> <br />1"=10' HORIZ <br />1"=5' VERT <br /> <br /> <br /><I <br /> <br />~ L) <br /> <br />5.00' <br /> <br />~ <br />i <br />I <br />I <br /> <br />'l <br /> <br />NEW CONC NOTCH AND CAP <br />ON EXIST SHEETPILE <br /> <br />~ <br /> <br /><I <br /> <br />~ <br /> <br />:,','11'1'11 ~,' <br />I I I I I ' <br />I,~I I" ,EXIST SHEETPILE 'I !, <br />I I' : I I I <br />: I I , I I I <br />" i' I I ! , <br />Iii I I <br /> <br />I' ;-1 <br />I: <br />I <br />I <br /> <br />i, <br />I I <br /> <br />! I <br /> <br />: I : <br />I I 'I <br />I ' <br />, i i <br />I I, <br /> <br />SHEETPILE B <br />FINAL CONFIGURATION DETAIL <br /> <br />BY DA TE APP, <br /> <br />BC 10-92 RAF <br /> <br />1"=10' HORIZ <br />1"=5' VERT <br /> <br />J <br /> <br />K <br /> <br />L <br /> <br />M <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />5280 <br /> <br />5275 <br /> <br />5270 <br /> <br />5265 <br /> <br />5260 <br /> <br />N <br /> <br />o <br /> <br />4215 <br /> <br /> <br />CONTINUOUS CONC CAP <br /> <br />-<it <br /> <br />Vl <br />W <br />C2 <br /><l:: <br />> <br /> <br />. <br />4 <br /> <br />_ IF~GRAOE <br /> <br />." <br /> <br />. <br /> <br />#4 TYP, 17" LAP <br />SPLICE, 2" MIN <br />CLR ALL AROUND <br /> <br /> <br />. <br /> <br />. <br /> <br /> <br />CONC CAP TO EXTEND <br />12" MIN BELOW FINISHED <br />GRADE <br /> <br />/EXIST SHEETPILE <br /> <br />-4- <br /> <br />CONCRETE SHEETPILE CAP <br /> <br />D~.~~~L Q <br /> <br />OXFORD AVENUE DAMS BOATING MODIFICATIONS <br /> <br />L <br /> <br />DRAWING NUMBER <br /> <br />6 <br /> <br />SHEETPILE DETAILS <br /> <br />SHEET NUMBER <br /> <br />M <br /> <br />N <br /> <br />o <br /> <br />6 OF 6 <br />P <br /> <br />~ <br /> <br />~ <br />10] <br /> <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />9 \\ <br />l <br /> <br />8 <br /> <br />7 <br /> <br />6 <br /> <br />5 <br /> <br />4 <br /> <br />3 <br /> <br />2 <br /> <br />I <br />I <br />