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<br />,. , <br />;.-".( ':" <br /> <br />ill <br />o <br />o <br />I <br />r<) <br />0> <br />0> <br />to <br />./' <br />r<) <br />0>, <br />0> <br />to <br /> <br />-"\,~ "- <br />.j. ..-' <br /> <br />.," :,V <br /> <br />.10 <br /> <br /> <br />.-j <br />, <br /> <br />9 <br /> <br />8 <br /> <br />.7 <br /> <br />6 <br /> <br />5 <br /> <br />4 <br /> <br />3 <br /> <br />2 <br /> <br />."","'-'~--"',r'Jw" <br /> <br />" .., <br /> <br />" <br />, .-! . ;! < <br />,." . \, " -~ <> J. ". <br /> <br />'. . i <br /> <br />.,: . ,. <br />" <br /> <br />'" " <br /> <br />5L <br />POOL <br /> <br />EXIST. <br />THALWEG <br /> <br />1 rmrm Brown and Caldwell <br />lIDlLD Consultants. . <br /> <br />o ora 0 <br /> <br />.. . ~. <br />'., <br /> <br />A <br /> <br />B <br /> <br />EXISTING RIVER <br />BANK <br /> <br /> <br />c <br /> <br />/ / / ;; /-/ / <br />/////// <br /> <br />IIi <br /> <br /> <br />, ) DATE: <br /> SUBMITTED: <br /> .. <br /> APPROVED: DATE: <br />'-, . <br /> APPROVED: DATE: <br /> A B <br /> <br /> <br /> <br />LINE IS 2 INCHES <br />I A T FULL SIZE <br />(IF NOT 2' -SCALE ACCORDINCL y) <br /> <br />FILE <br />DRAWN <br />DESIGNED <br />CHECKED <br />CHECKED <br /> <br />c <br /> <br /> <br />~ ".. " <br /> <br />. <br /> <br />D <br /> <br />E <br /> <br />p <br /> <br />F <br /> <br />L <br /> <br />M <br /> <br />N <br /> <br />o <br /> <br />H <br /> <br />G <br /> <br />J <br /> <br />K <br /> <br />NOTES: <br />CONTRACTOR TO EXCAVATE 12" MIN. WIDE x 7' 0 MIN. DEEP MENT <br />1. ;~~N;~D A~~~OGR E~~~~~~N;L~~~~~:T~A~~~E~RTENO[H E~~~NK <br /> <br />CONCRETE. <br />2 GROUTED RIPRAP (EXCEPT IN BOA TCHUTE) TO HAVE TOP 9" OF <br />. BOULDERS EXPOSED AND CLEANED OF ALL GROUT. <br /> <br />DERRICK STONE - 36"-42"---, <br />MIN. ROCK CHINKED 'WITH <br />d50 = 12" RIP'RAP <br /> <br />EXCAVATION <br /> <br /> <br /> <br />5'-0 <br />GROUTED <br /> <br />TYPE L RIPRAP <br />d50 = 6" <br /> <br />EXISTING RIVER----" <br />BANK <br /> <br /> <br />. TYPE H RIPRAP <br />" <br />d50 = 18 <br /> <br />EXIST. <br />THALWEG <br /> <br /> <br /> <br /> <br />EXISTING <br />THALWEG <br /> <br /> <br />- -.-j <br />J J <br />~~ <br />! I <br />-rn~l <br /> <br />r:- 'j 0 <br />2 I <br />2 . <br />,-,,'<I- <br /> <br />/ /////////////////// <br />////////////////// <br /> <br />or:- <br />12 <br />iD'2 <br />'-" <br /> <br />L BEDDING <br />MA TERIAL (TYPE I) <br /> <br />SELECT <br />FILL MATERIAL <br /> <br />S~.~~~N EB <br /> <br />5'-0 <br />~ROUTED <br /> <br />10'-0 GROUTED <br />5'-0. I <br />FLA T l /""'" CONCRETE CUT-OFF <br />WALL. SEE NOTE 1. <br />I I r<) <br />2 I ~ <br /> <br />i.:O' <br />" Il <br />.:1,. <br />.,~{<., <br />. 'C"','.' I <br /> <br />- TYPE L RIPRAP <br />d50 = 6" <br /> <br />FLOW <br />> <br /> <br /> <br />'" <br />0> . <br />,Z <br />. ~ <br />r<)....... <br /> <br />TYPE M RIPRAP <br />d50 = 12" <br /> <br />___J.:!PT__lL~.E_~.!- T Et0!3_6!'J_K~~!::!.I~C2.:..L__--l <br />. r TYPE H R~;RAP - II <br />d50 =' 18 <br />K] I <br /> <br />-- EXISTING <br />THALWEG <br /> <br />10 <br />--11 <br /> <br />..... <br /> <br />3 <br />11'- <br /> <br />ill <br />I <br /> <br />. <br />~ <br /> <br />SELECT -"-~~ <br />FILL MATERIAL <br /> <br />BEDDING - <br />MATERIAL (TYPE I) <br /> <br />S7.C~~N EB . <br /> <br />ZONE REV. <br /> <br />REVISIONS <br />DESCRIPTION <br /> <br />BY DA TE APP. <br />SKT 3 92 RAF <br /> <br />DRAWING NUMBER <br /> <br /> <br />AS BUILT <br /> <br />UNION AVENUE BOA TCHUTE <br /> <br />3 4 92/SKT <br />5/5993-006 <br /> <br />TOB <br />RAF <br />WPR/RAF <br /> <br />10 <br /> <br />EMBANKMENT SECTIONS AND DETAILS <br /> <br />SHEET NUMBER <br /> <br />D <br /> <br />E <br /> <br />F <br /> <br />H <br /> <br />G <br /> <br />J <br /> <br />K <br /> <br />o <br /> <br />p <br /> <br />L <br /> <br />M <br /> <br />N <br /> <br />.6014 <br /> <br />10 <br /> <br />9 <br /> <br />- , <br /> <br />8 <br /> <br />7 <br /> <br />6 <br /> <br />5 <br /> <br />4 <br /> <br />3 <br /> <br />or:- <br />12 <br />iD'2 <br />'-" <br /> <br />2 <br /> <br />1 <br />