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" \-1 0'" <br />.. ... <br />....... ... <br />.. <br /> <br />LONG <br /> <br /> <br />5.T H 694 <br /> <br />'i~ <br /> <br />ROUND <br />LAKE <br /> <br />"- <br />'" <br />I <br />/ <br />/ <br />I <br /> <br />r- - - --, <br />I <br />I i-I"-~c..- I <br />',,'- r <br />I <br />I _ _ _ .J <br /> <br />\ <br />I <br /> <br />- <br />OFFICE <br /> <br />PLAN 0 <br /> <br />\ <br /> <br /> <br />904 <br /> <br />90. <br />a. <br />9 <br /> <br />/ <br /> <br />r-, <br />r...,' <br />I'-"".~ .1 <br />L J <br /> <br />CONSTRUCT WEIR AROUND CB #1 <br />REDUCE INLET CAPACITY CB . I a CB # 2 <br />OVERFLOW SWALE <br /> <br />LAKE <br /> <br />1 <br /> <br />902 <br /> <br />;J <br />, <br /> <br /> <br />:. <br /> <br /> <br />~II ';ITY OF <br />,_. L,'EW BRIGHTON <br /> <br />'04 <br /> <br />\ <br />I <br />I <br /> <br />/.00 <br />/ <br />/ <br />/ <br />/ <br />/ <br />".. <br />".. <br />/ <br />--- <br />-- <br /> <br />/ ,..^W, <br /> <br />090 <br /> <br />I-CONSTRUCT BERM TO <br />ELEVATION 903 7 <br />- <br /> <br /> <br />EXCAVATE OVERFLOW <br />6~AJ-J6 S~EED 6 MULCH <br />902.!l <br />\ ( <br />"i <br />/ <br /> <br />096 <br /> <br />PLAN C <br /> <br />I3Cj.. <br /> <br />~ <br />,'11--, <br />)( '5'", <br />~ <br /> <br />CONSTRUCT WEIR AROUND CB. 2 <br /> <br />r <br /> <br />.'2 <br /> <br />· 3971 ..11 <br />J <br />Sl.o':\i...E ,_ [] <br />I 4'SCALE HSE <br />j <br />I <br />I <br />I <br />, <br />, <br />I <br />PROPOSED ADDITION , <br /> <br />\ '1/ <br /> <br />, R~TA'NJ"'G wAc. , .. / <br /> <br />-TF;. ""T--/ <br />'7 I <br />j;;;;)~' I::J <br />V "'~LL)v.- .V.K <br />,,,, ~, <br />~';I <br />.., <;J <br />'~ <br /> <br />.9D2.'J <br /> <br />AERA.TION B~~SIN <br /> <br />\ <br />\ <br /> <br />r --I <br />I <br />I I <br />I.,.n I <br />I '~M,-' <br />I : <br />L__ J <br /> <br />=1 <br /> <br />, <br /> <br />, WE/R- <br />, " <br />" " \ <br />y 1" " <br />'1",<:~ <br />>< 1b ' <br />,,\0 " <br />"x " <br /> <br />"" <br /> <br />, <br /> <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />I <br /> <br />3,5' <br /> <br />r <br /> <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />" <br />, <br />"- <br />"- <br />~ <br /> <br />PLAN A <br /> <br /> <br /> <br />L <br /> <br />I <br /> <br />, <br /> <br />, - <br />", ., <br />-7 // '~,. <br />/0 <br />') <br />~J <br />'..;u;'< <br />,-,p '::-: <br />....~.'-. <br />,:~~i:c- <br />r ;;...._-~~~. <br />Wi~~~r <br />?tIt <br />,''''' <br />2' .f'--11/2" CRUSHED LIMESTONE <br />~~ <br />wY <br />0-2'3, <br />'f>,"j!/,. <br /> <br />8m," <br /> <br /> <br />BITUMINOUS SWALE TO WEST <br />EXCAVATE PONDING AREA <br />CONSTRUCT BERM, WEI R ,AND <br />CONTROLLED OUTLET STORM SEWER <br /> <br /> <br /> <br />r <br />I <br /> <br />/ <br /> <br />x <br /> <br />~ <br />,. <br /> <br />'~ <br /> <br />~ <br />~ <br /> <br />II <br />), <br />,( <br />/ <br /> <br />II <br />II <br /> <br />3' <br /> <br /> <br />'" <br /> <br /> <br />/ <br /> <br />- --, <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />\ <br />_J <br /> <br />0.4 <br /> <br />'f.. <br />, <br />~ <br /> <br />.. <br /> <br />,'.~E: ;:~FL:':':IG:-: <br /> <br />:;.:-. <br /> <br />.,6 <br /> <br />, <br /> <br /> <br />PLAN B <br /> <br />\ <br /> <br />, <br />\ <br />1.----- <br /> <br />0" <br /> <br /> <br /> <br />"-~ <br />DRAINAGE AREA 3 <br />0.5 Ac. <br /> <br />--- <br /> <br />-- <br /> <br />t" REDWOOD OR TREATED I <br />I <br />~j;o67 ~ <br />;i?, ''!, <br />'''x '" <br />f ~ -,"1 <br /> <br />/2" <br /> <br />--.L <br /> <br />".. <br /> <br />--- <br /> <br />- <br /> <br />/900 <br />/ <br />--- <br />/ <br />--- <br />/ <br /> <br />4",4" POST REDWOOD OR TREATED WOOD <br /> <br />--- <br /> <br />----o----=--~--:>'-- <br /> <br />-- <br /> <br />(REDWOOD OR TREATED WOOD <br /> <br />-- <br /> <br />-- <br /> <br /> <br />_\ CB-I <br /> <br />--- <br /> <br />VARIES <br /> <br />--1-- <br /> <br />-.- ....,...., <br /> <br />t- -+_ <br /> <br />\ ~ <br /> <br />ORIFICE PLATE <br /> <br />- + -+-- -+ <br /> <br />~ ~-~ <br /> <br />ANCHOR BALES DURING CONSTRUCTION <br />REMOVE 6 DISPOSE OF ACCUMULATED <br />SEDIMENT <br /> <br /> <br />CONSTRUCT WEIR AND BERM <br />REDUCE INLET CAPACITY ON CB # 3 <br /> <br /> <br />~ <br />o <br /> <br />VI <br />~ <br />"' <br />"' <br />1: <br />V) <br /> <br />." <br />co <br />"' <br />:!: <br />o <br />:z <br />o <br /> <br />~J <br />CXl <br />;1' j <br />-t! <br />$.0: <br /> <br />"' "'"' <br />~ <br />'" <br />C <br /> <br />o <br />~ <br />LIl <br />- <br />I <br />o <br />CO <br />'" <br /> <br />...... <br />N <br />- <br />'0 <br />- <br /> <br />- <br />~ <br /> <br />. <br />Lu <br />2 <br />ON <br />-C") <br />>-~ <br />o:(LIl <br />~~ <br />J:2 <br />l.!)~ <br />- <br />J: ' <br />_In <br />.... <br />-Q. <br />~~ <br /> <br /> >- ~ <br /> BAFFLED co <br /> WEIR DETAIL CB #1 , <br />NOTE: BUILDING LOCATIONS AND CONTOURS ~ <br />COMPILED FROM SITE PLAN AND TOPO is <br /> :> <br />SURVEY DONE BY MATEFFY ENGINEERING 48" DIAMETER, CB # I 0 <br /> ::;; <br />AND ASSOC"INC, 3 7"DIAMETER,CB#2 In '" <br /> w...J <br /> Z <Il- l- <br /> f'! .... <br /> 0 "'w - <br /> - 20 => <br /> In ~w co <br /> - "l> <br /> ::>- w- In <br /> .... ...J'!, <l: <br /> a:: w'" <br /> ",Q, <br /> W"" <br /> 1-0 <br /> ~~ <br /> STEEL PLATE INSTilLLED " <br /> "w <br /> UNDER EXISTING GRATES \2...J <br /> "w <br /> .... 01 <br /> co <br /> I- ... <br /> ORt FI CE DETA I L <l: ..., <br /> Q ~ <br /> <br />OVERFLOW SWALE CROSS SECTION <br /> <br />