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HomeMy WebLinkAboutMiscellaneous Plans 2003-6-27 LOT 17. ORCHARD VIEW WA TER QUALITY /INFIL TRA TION POND I 0.5' , , r--4.0 ~ / NOTE: THE OUTFALL SWALE HAS THE SAME DESIGN CHARACTERISTICS AS THE ORIGINAL SWALE Q . 0.37 V . 0.24 FPS DEPTH - 033 FT BOTTOM . 4' SIDE SLOPES - 3.1 ~ EXISTING CONDITIONS W\ PROPOSED POND AND PROPOSED : ~:i-:~ LOCATION HOIJSE -, OUlTFALL SWALE X-SEe SCALE: HORZ '1" - 4' VERT I' - 2' . 125 +43494 " 3" - 1112" CRUSHED ROCK PROTECTION. OUTFALL. 6"DEEP~ 4' LONG WATER SURFACE 2' WIDE · DESIGN FLOW 10 37 CFSJ -". ELEV - 434.9 ' _ , 435_ _ .. ' -- L ~ " PROPOSED POND NOTE: MIN 35li CLAY CONTENT SEE DETAIL SHEET 2 /\7 P \. \ \ /,"435 . . 120 + 134.90 ----- --- '~. ------ ~~38 ___ / TOP ~ ~_/ 113 / 433.69 --- DITCH FL ---- ---- 119 115 + 435 38 " . - l ---~, ~:-------: - --' .1 _ B ~ I I --- ~ . 112 43509 GB ? SCALE I" . 10' 124 +43519 /" -.....-; -::- \ \ - BOTTOM . WATER SU"fACE~-- ,. WIER ELEV - 434.75 ----.;.,- ~ --= - -- - C BonOM F'.EIV . 4335 5 + 434 33 SET 600 .~ -f- =dz inh-w C\i:::J:L UW _ (f) --1< row BOTTOM :::J /ELEV . 433.94.2 ,/ :::---- ( 126 _ iYO 123 TOP 116 310 '~/ /.--,. c\-\ . ~ "'"'NG \)1:\ stIS\' / " ~, ::;/--:>- ~/-' ~.,-~ -.- --'- ..--'/ --------- "152' ~" TOP DITCH , ,/110 44611 TOP s<;'V ____ ~- ---- / :::.-- -::::--- ,,- -- If- w-:z -- . f-W O<:L ->W _.- --=-=- ~-.:.....----=- =-==------=.:'=--=.- ~ .. --------- .-- -- - -------- - ------ - -- --~- -----~-- -- - ------ ,,-- -------~ -- ---- ~ ~ / ,,/ /.-'/..----.~- /' .-?-;/"/./ ./" /" /. --- / / // ,/'//,/ .-' ..// ~/". // /' ~/ .. /" ,,/ /" ;' /' ./ .-/ -~/ ~~ /:/ /:~;~_// /> /~; :/ /,/// // - ...,/ ~ /' / :Y /,/" /' // ./ -" /,/_ -- /... ....../ //.../....-' " /' / -- / / / ... ... /- -:;;"..,..0', ~-.. , . ~.ztih; /~', ....~':.~. '" /~ ,/ ...Y<'o /'/ all , -' .-,/ ,/ .../ / /., .. .// ../ /- //' /- ... ~'// ./ /.......-: , -- /C ,,/r 44.16 JP ~ // -------- -_..--~ .- ~ ~ ---~~ --- --- - a'riv /------ --- ---- ,- 1 . \ APPROXIMA TE \\~ANHOLE /\ LOCA TION \ \ -~--- ---- ----~- _/ .--- _.-~ -- --------- --- -- ~- -- 105 - -- ----- 4437 ~'1 T9" . I TOP \ \ ------ ----- ~ \ OP BANK ~..---- .---- -'/" ,/ ..- ~.- --~~ /---- \ 10~ +446. 9 . TOP \ \ 0'. \ ~ d- \ \ \ \ \ \ \ \ \ / " //. /f31 . ..- 76 // TOP t- o; 132 +44564 G 133 +445.46 G ~' ~/q/~ ~~ :!-/8-t!).2.. ~:T:E RECEIVE.D 6 -2 08 NO~Z..:::.JZ)2.'ja-o UNIT("') : J OCCUPANCY GROUP~t+- _ STORlgS? OCCUPANCY LOAD '---- L . - -. TYPE CONSTRUCTiON U."I _EGAL OS:ScR1PT'ON ~ ~.J..J. I!)-'" y I~ ADDRles;; IL3JK:.l)' ~ _' ~"'D Ow",,,,.. .t~7""" 1 ~ ~ ~ . ---r~- .---c .J "}~vvlt THE CONTE:NTS HJ::'R'= c~' ALTERATIGNS JND1C~A-;~D (';_\jHAVE ...SEEN ~EVIEWED, WITH OR ALTERATIONS MADE T 1___<70L~RED Pt:.NCIL CHANGES l='ROJE"CT AFTER THC' .'A.,........08~,E ~, PROVED DRAWINGS OR tHE BUILOI,\lG OF"F'lciF~L ,I:;. ':::'LOW SHALL BE APPROVED BY /, CII'f OF Spn~~-l;=: D, OREGON APPROVED ,"v 4~ ,7" h h. _[...."v_ ,_ DATE /,y;{J k- ~-rt~~ - r::f.DQ-.~ o>~"'-<. O~S /,/' ~~~~~ ~~ <'.... \)\' /' 0>'<. ~QJ>: f'., S\..- ' ~'<. \)S\'~~/'/ / 1/ ~pf4.82 __ / ' \K. SHANK / \ ~ / \ \ \ / / / ./ ~