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Plan, Tentative APPLICANT 3/24/2010
:~, ~: H H -EX W- -EX SAN- -EX STM- -EX OHP- .~ J~ . A 1 , .. . '..1 f)<v)(Vy1 LEGEND PROPERTY LINE TOP OF BANK DITCH FLOW LINE TOE OF SLOPE PROPOSED CURB EXISTING CURB EXISTING FENCE PROPOSED 6' FENCE EXISTING WATERLINE EXISTING SANITARY SWR EXISTING. STORM SWR EXISTING OVERHEAD POWER LINE TIME OFCONCENTRA TlON (Te) FLOW PATH DRIVEWA Y (PC CONCRETE) CONCRETE EXISTING STRUCTURE CUT AND FlU, NO'l1!J: FILL: 7.000 CU FT :t CUTt 5.000 CU FT~ ;,' / ~. 4, c / .ct~. / ./ /", s~~ ,i /~i- // // // '~/ 0'7-: IIV q> 6} /'1 /1' /// ~~ -:?:. ;'. (l -EX W..;.. / (1 . - ~...=:\-/-- / v?~ '~I -fX 12" 8AN4; (5' ~ 0) 66th ST ~ 'f ~ ~ cP(9, (9 I 1 I I ~ ~ -0 c 07.> '9.: 6'~ ~ [D ,- "'\< (() J 0c( ( H- '\. S7;> +' ~ '9;> ~ C 0'76> . ..?J' ~ ~ ~ 0) [j I~ ~ c 07..> '~J' .~ TAX MAP /7-02-34-44 TAX LOT 1200 EX W (- -'- - --+ ~ (2J ~~ +6+ (fv ~ ~ ~ ~ )- t/) ~ I ~ ~ :x: :< UJ )j N ~ ~ (.) ~ -4- ~ m . II CP TC DRAINAGE AND DETAILS FOR POWER POLE GUY WIRE GRADING, PAVING, J.M. BRANDT-DRURY S.E. 1/4, SEC. 34, T.17S., R.2"., SPRINGFIEW, LANE COUNTY, DIRECTION OF FLOW If.,M. OREGON EXISTING WATER METER PROPOSED WA TER METER EXISTING FIRE HYDRANT AUGUST 31, 2004 SCALE 1" =20' PROPOSED FIRE HYDRANT EXISTING MAIL BOX EXISTING MANHOLE EXISTING CATCH BASIN OR AREA DRAIN PROPOSED AREA DRAW GRASSED SWALE CA TCH BASIN -..~~ CONCRETE PA VING TOP OF CURB I I , I I ! r I -i-lf-? } I I X : I I I I I I , I <: I ~ I I I <u 1 I ~ I I I I I I I , I I I I I I 1 I f AREA DRAIN I ~ TOP OF GRA TE .515.17 I /,0. .~. I I O~ I I c SllI'l' X~ -$-~ I I -$-0> ,Y 1j~>,~ ~ "g-cQ ! X ell.. .~r~,~,~,..:.. -/~~ ~~.g~. '. h~~i'~6' . . ., ... :. /~:s~~ l~~ ;:~~66)~ ~~.~~\ /;9 0~ '~1r~ . ~ ":~7 _.......~ . ,,> .':_.. ~ . ~B..5i;;.:;;' ,,":<:.:.:'~ "I... ~x OHP~: ...- S/:s.t=/' ,. .;.;, .~~._~.,,"""';"""f~~~'1 ~ -$-<90 -EX W ~ s~ J~J l x517.2 ~ \, \ TC 517.28\ "\TC 517.~"/i '/ ::<90 -$-~' /. '7.~..': ,) ,;~~~ " ~J: '" -. 'l., : ,= DRA~ )( h' MA TCH .'0.....'" I 'Q '~_-=:J -7 ~.'- '-. ~f 516.78 <7 CP__ 5/6.65,_ .,. ~S'x ~O>x <;='l Y>..> I"'" .' ...{~<o"'4'.'.' SAMTARY t DS DS' ~. .1.;)..... ,......... v .'>> "" '" ...>~ A ~..'" I' EASEMENT '7 I :,DS ... 517.97 7 '.~ _. _'~" . t i X' ~ x x ~ 1..9 :: ,', ~~~ i ~ii ./~;...._.~ > .'""~.-/ ~~~I~i: -$-~6' T~ . :;'~I :~~~ .~ C~-~~~:;; :...-" u""_ ,- -~: - ~~~ ,Jp~~;7.02{:X517.8 ^ -FP ;1 7.~6 ~ ~s' ...... - - i ~0~ 1~<~--.-.~~i~~~:.0" ~.~.. ' -$-~-rx-J' ~ -: -$-~-r~,cP ~/6'i~~:4:7 ~ .' ,)os ' (DS~', " l~i:;~l~~" ~ ~CPC:/~:~j7~\ --..-----~ FF~~60 q {s LtL.i ~ x. ~ ~.t-~ -$-~ -$-~ x" · ,..;, I' 't- TC 517.83' ~ os I MA TCH/ ~RV~ / ;~:-". .~"'. .. .. . v:?:: -$-~~ .. q.:...~-~t-P-'5-' :..> t',1 CP 5/7.33'~-""'-'''-''''.''~ 1 . 4 AI'.'~ - - - - -1 517.85 ..~ .~J ~ (f..t'\",-j Y> J Y/'2(.,' .../.\.....x.''x...\/ x · t> . i:7 I C "., 11.15 "" '" \. ~<l A . _ /,." v- .? .- V ~... , .... 'x . ,. GRASsED . \.\' ~ ..5; \ ./ .,/ '. 'x J .., '. I 0::: .~". I I X .x <; SWALE -" " 1...,.... DS DS ~- _' -J --. 1 >1. RIM=517.19 ~ DS ... !,. . Y>.-> >.,( XX ' , SEE SHEET 5 ::r-::'. 4 A. 1<. 1 t> ./ : ---- ., , 30' '~',> )0) x · FOR DETAIL I I " ./ ;, 4' DRAIN v ( . l... ,- ..;.. ~.:t:;<';~.(~;'X " ':7 ---o.:~_ /", v TC 517.72 ' /Y ~., oS : '. '1 r~ - :/(:.'(X>() ~'< ;xs><)~..::<)<><;....~ ~~: 15'::.~~, 20' ", . ~ : r~.' CP 517.22 II e'::: .. .~. - fL.5(~..~~.:I ! :46/12D~A~/'N" . I , ./. EXISTING :,>< >'" .)<.... ,~'-" -' -_. - ,,/' /'........ /7' .- r · ',. . 1_.. A~ fiVe '., V STRUCTURE.)< >s: 07X '::> ":, >S>.> '" ~rl .rc 517.82 "".r VI> DS J . k I! S;f;RJ~CR%::ION' ~':yYXx~TO REMAIN)~. ~ ~/:~. ',*, .~"""""'DS .~". OS-r- ;/~l:::';,CP 5/1.7.~~ .~. ... l.d 4 ?__~1. 2' SO FT ) ~ x ~," ""/'-../"X)' v' :>I.,' 'let:: / / ,/,['// c:::(/ .~ ".' '.' · 4.. o I~ ~~" A./ ../,-../,v"v "X/'- .... .o<:-'\~' . / / / ./, :/,0) I' ~ c I ~ /' ;~.:o... ~X. ' . >,; ..'J ~. " ~,,, :.~<.<.</I,.)~/to: '1 i: -(.., CP -517.56 DS - - --, 07q./6'.... r-li -$-q'6' /. / ~v ;~S()<~.>(><X.x5<'~<><~~ )(. v' v S::?:f: 'Sl~ " .>;~:s.... FF~~~50 · ~ ^ ,-- ~;) ~ :'Lo"'S'" X ; - - ~ : ." ." ( !' I" 'x :x/x.'-'<'~y.:.'><~'S.. v.f)&, 'S'o I I I I 1/'..5; >1 ~ ~ I ~F.5IB.90 . j I. ..' X..' ~ ".> ...-.... --.-<( ~~- - - - -.. r r-'. 1/ /: .0', \~ :. '.- .~~: . ;. :.: :. ~ :.: " " ::.~.;...r!JS DS d'-- ....L ~ I, >'+72;~1 ~ ~s:..tP 517.70 t> gs'~ II MAX ::E " .,.... ',' ~ / _.>'-.__.~...~;~ .'!!SK'~_~ 0>. . ~- ~": , ~+75' "I I TC.' 518.13 . ~. ~ .' t-: ^ I If) / ; ~ S y s: ' 0-- . ~ 6' :.: q -- DS ~I /~.~.;:s..~~'V~i .... ~J~fft:GR..;utBa. /<f~x /q'6>~v' . v~T. C: BAS.N · -$-~o :,-~ ;-- : ~ -: 517.63~ .: . · · .': ____.J I; I" r* /FL:512.69 ~-517~ RIM.515.56 OS <9x Ps)-"':'-y ~g ~7:f51 ~ TC5IS;(14, ~~~. X ~ ~ 1. TC518.15 i I FL=5/2.63 /~~~..~..1:.,~_~. a" STM.,,' B"STM FL.5/4.19 -.J 6" STM . ,I . ~. I ,'V'C~i517.34 ,,'"--'.JC 518.04 CP 517.65 <:ps" uf),'1 , DS)' '~ !') i>I ..... ,:: "',JL :51 4.72 I I ~. : . CP 517.54 ...,,...4 DRAIN <D " ..: ... Y>..>' ,'.\ TC 5/8.00. . I" 'o}7 1 I CP 5/7.50 0~..' I . t .,a I p)~ I I I I ' I I I ' I I I I I I I I I l (?v- / 'EX 12" SAN.- . ...tf' '"\, .. / /' "".I ~ 0) ~ , DS, I H "t ~ c 07, -:-:)" .J v. -, - :! H :".-1~~ . d7(J'-. ,~ CI) .. ~ q: ~ .. ~ ~ M )... 0:: q: ~ PASSIVE 5 RECREA TION ~ AREA ~ ~ ~. J-; ~ ~ .. ~ ~ .' 5( o g: a.: .. <:{ 'J )( ;( )( :( )( )( l~ H K H H :~ l~ lit ~~ ~ /.... . . CONCRETE COLLAR ~<<. . /. "A/~EA DRAIN. .GRA TE /> ~~v r~ .~.' .. 516.30 ~ 6" ~.~.: ~.. ..~ RIM TYP //,>%,~r-:... . -.' ~_ . I . 2: .... - ~ . ~ 0~'0-~ '- .. .. ... _ ... . ./ '/ ,,/;~/. ~ 515.56 '..--- ;y,\:-~~ ~'\:-~~. . ~ ::; UI ~. - .. - ... ... _~'::;~_ '. . . ~~~~'..,.. ... . RIM Q: '~/'X~~0<.( A. l't.:::;.., "';'. ~ Il~~~' lJ.j y~;. "';':~ ; . 4. ~ ~ ~ /. ~o 00'--"0 v- ':~'_~~~~ tJ. :~~Xr----->' ". .. '.. ,.: /.( ~ 0 J' \.../ .;': . 1'. . -' 'J 0 0 0 0 ';~~ '.~.~.:.;..:~.~.. ~LL 0")QOoQS'~.:.i. . ~ ffi TRACER WIRE AND "~o n9c ~ -> ~~l~ ~ ::> NON CORROSIVE ") b( :;( :<r ----- :: g r=- ASTENER ::> O' n'. ';.::. co -6a ~ :.... ';'.. J 0";:' ,. -.' 0 0 (.:~; ;.-,:; -,.., q ::;; I !~";i ~L~~~ii;~~i~~;~ /'NVERr'514.f9",:: ,. .. ,.... . '., ..-'. . . . '. CAP ['RILLED WITH / ~ ~; ~~~~~~~. 2 3/4" DIA ORIFICE:f:; :i5 )ceoceoceOb~ HOLE '~~:~ ~ ;;....~.':) 0 0 0 0 0 0 Q C' .~/:::;) ':~, I ooQ 0_ n ooQ C . .. V) . ; ~: ~ -- ...., r ~:~i CLASS 3300. CONCRETE . 4" tf.i~ tl1 ;:;~ BASE MIN. 8- ~ ::. ~ ~..: :(..~: i..~~~ .~. ~~~ ~ STANDARD CONCRETE PIPE. ASTM C-14 C-III .p t ,..J '-- ~ 6" PVC FROM ROOF DRAIN . .'. (FLOW IN SOUTH) . ;. ...:,. , J 6- ., 314' -0' AGG. BASE ,- DEPTH GRASSED ::'rfALE AREA DRAIN "J'1.tJ OVERP"LO'W NOT TO SCALE "Ill 24- I.D. PIPE . BUILDING EDGE . RAIN WA TER PIPING CONCRETE~ ...... SL OPE , ~ IX WN. ;~'t. .~~ f)~~~\{~~ y //; Oa,O~ otO'<\ oOlO~ ~ o O~~~lcc . ~~O~()~OoO~~~ ~ O~OJO~';5~OO~"" / / 'o~OO.O~QO~~= J.\J <: / -~d~ .... .._~,~.~,.~.~{/OA~~~~~~~\$~ ~ d~~~~~g;tood'~ .. ~~~ "7'XV~ O-="<0..~. ~ ~ ~'}..~ ~ 4" PVC (ASTM D:~034)~~ 4" SCHEDULE 40 P, '. ~~ ,~~$'rORM 'WAtER 'PIPiNG~~~~~ WITHIN 5' OF BLDGfPE '/~ %>>~~~~~~~' 'A.yx' ~~;~ . ~~,/:~ /, ~~~*>'\.'<'<? '- ;.( y, DOWNSPOUT IJi'.,AJ)1!;.te NOT TO SCALE DR/VEW A Y ") --- CURB 4J ,'---- 1 .. . G'R..A ~-- . ..... ^I"'€" -_ C'-t ~ 8~~4---' ~ Ll ;/ W'--~ .:... 4:/ & SL OPE ....... &~. VARIES I" "~t I' CURB <1 --------~ GRAD~-'~8;~!<--------- ?J _--- :t: ~- 0 ~ ~ (il L:\ 5' .... SLOPE VARIES ~ 4:1 MAX 9' 3' - . .-: .... .-: PUN 2' .... .-: 0.5' t...... \ .~ .. . .. .<~.~. .' . ~. ,d.'" ,~'k~iiiit;i~~~iiiif~~~. ;,;~~ ... ~. ?OO(/O" CRUSHED ROCK BASE )~Wo~<i?o~~~~ ._0~'btAT 95% COMPACTION o<a"b~~I~~~~~~~~~' - Oo6UoO:UodUo~dUoc!VoQvoQ"'oQ%Q%Q %o.?o~~ _oR oR o~~d(Lo2. or;?_ oRprl oR or;?_ orr?_ ~ II Y> ..> .{:> PROFilE STREET TO GRASSED :srrALE INLET NOT TO SCALE t]~ Branch -l.~gineering, Inc.. . ~ 310 Fifth Street . i. Springfield, Oregon. 97477 (541)746-0637 FAX (541)746-0389 branchadminGbranchengineering.com Civil . Structures · Transportation · Surveying PROJECT No. 03-109 j ~ fl ilt~ SHEET 1 OF 1 ~, D WG; No. . ' \2003\03-109.BRANDT-DRURY 65 5 HWY 126 \03-IO~,~/T~.DWG. 8/3//04 OlZe~OlO~ OW ,'- pf't- SuJt>~ ~ )~. . J~ 'rvL~ p~