Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/8/2010 (3) ~~- LEGEND . PROPERTY LINE TOP OF BANK DITCH FLOW LINE TOE OF SLOPE PROPOSED CURB EXISTING CURB EXISTING FENCE PROPOSED 6' FENCE EXISTING WATERLINE EXISTING SANtT ARY SWR EXISTING STORM SWR EXISTING OVERHEAD POWER LINE ~~ " , , u u :~ -EX W- -EX 'SAN-' -EX STM- -EX OHP-'- .c TIME OF CONCENTRA TION (Te) FLOW PATH I 'l .4 \ DRIVEWAY (PC CONCRETE) CONCRETE I" , .., J,A../y.vxv1 EXISTING STRUCTURE CUT AND IlLL NOTlS: FILL: 7.000 CU FT l' CUT' 5.000 CU FT1' 'f ~ (1 ~ q>~ ~ ,I ~ ~ ~ (1 S7..> .~ 6'" ~ ~ ~ - ~'%l;<,(r P j- :\,CS (H- ~?> +' \ -.9.> ~ C S;>: C?<J ~ ~ ~ CI) ~ ~ ~ c 07..> '..9J I, ~ TAX MAP /7-02-34";'44 TAX LOT 1200 \O~(J~.2 (--- ~~. -0 if!) (0' ~ e-; >-- tI) ~ I ~~ ~ ~ (,) ~ -II-- '11f- 5?] (2J . ~ o Ii CP TC DRAINAGE AND DETAILS FOR POWER POLE GUY WIRE GRADING, PAVING, J.M. .tJRANDT--DRURY S.E. 1/4, SEC. 34, T.17S., R.2"., SPRINGFIELD, LANE COUNTY, DIRECTION OF FLOW If.M. OREGON EXISTING WA TER . METER PROPOSED WA TER METER EXISTING FIRE HYDRANT AUGUST 31, 2004 SCALE '1 "=20' PROPOSED FmEHYDRANT EXISTING MAIL BOX EXISTING MANHOLE EXISTING CATCH BASIN OR AREA DRAIN PROPOSED AREA DRAIN GRASSED SWALE CA TCH BASIN ,'''' CONCRETE PA VING TOP OF CURB I I , I I Wi I I I I , I I , I 2: I ca I I I <xl 1 I ~ , I I I I I I I , I I I 1 1 I .L. I AREA DRAW 1 ~ TOP OF GRA TE-5/5./7 1 ~C t;), II , 0>: ~. I I c :s. ~ 0) <t-.> I ~ fIJ (0- x ./ 1 Ii /6> ' <?i ~6' ~ X ~ ~ ' I TC 517.66 ,,'" I '?Q'?<l' f ~~ '0) .5/;-6:.51,;' ,j).5/", .. TC 517.05 S/c1>.5/", I '\ /'6> S, J' . CP 51716 TC 517.88 ~'t> <t-o> ~ ..--9. VI,\(,~'.'~~J.~'.'i..b. ,-......... ........ '. .~.~l,. ~,17 . - .. .1/q:6~( ,'. ./fP. 5L?:?5;. , J; q'~~~~v. ... " ~"'_..-s6/t~....,' 6/CP 517.38\ 1'8 ~~~ "~, '~ _,,--~1..IL- .. .s=.:y---t:J1.:lp . ;:.,~ .... ..,-( ..... ... ~J ...- .. .., ...c( ...S .5/''>'''><..'. ,. ... ...- ~. ... ....- 6/..0 6.~.#._.......-- :: .- ~..u '.' O/~ try t ~ ~ 0 ; ''',' . ' ,-- ,', -- ' .., -. - - f,'7" - ..,.:,5,l1 EX OHP- "0 I "',, ~~~--i ':--~~~~,>~ 0> EXW ~~~J~E~ X~,. X,{: 17.>?~_:J.\t TC517..?8\..~TC51;~vi' /:t<l'.5/.' ; " -/, .. :,/ T?~~ ~' ",-- /~-' "~~li ';;-:~:vRA{())()I -~~;;~~~~i~,~" .)_-~- __'-:= -<~~~~~xC~_~I:~8~ _;C;;:6:_~__ ~ ____~:: !&X_: ___"_~- _ :_ ~~,~~__><~~;~_~f)(-cJ~::~~~=~y ,- / .,~8. t DS DS~ \ . 'J ( > . TC 517.14 '6' ., Y>", CP 516;41 _, TC 517;42 ICp 517.02 I .~p 517.3..,6. "I' ----: " .,/~ rvs -, - - --, ,~. ~ ,,,'irC 518.30 ''- '7' j CP 516.64' . TC 517.01.,~~,';i . F.........., ,~CP. 516'92X'" . ~.' . N''<7 r ,~ .I I ':-J, CP 517.80 , _ 'Cp 516,51 · , ... 'J --, , '1"",-, CP I /, ~.TC-5/~20 - .' t", .... .'~'~. . --"'= " , .5/~:, " '\-- -7" "'! ...,.., TC'SI7.54' 51:!-?__ -----------1 FF:~60 ~ . F ():. <-'CP. 5/7.70.~ ~<..>~.~'v . . . ""'/' . '. ~.> h .<1 · DS DS)::---' I CP '~17-04 CP 51737 ~-ts.~"'~ X:'~ ~",><q.", .5/"'<" 'J~" · ',' .;' 'i',9-X.\.Y~'>t,(,l ;C 517.8;' '-.~ DS : MA TCH / '_ ,s v j . "'", ~ '" '" .5/", ->.. .. '7:".,. "cP 51 7.33 ~u__.___. t - - - - .J 51785 s..' ~~', t~ ~/.2 "~~''':'x;:<.....> '/ )-:,...,x~' .~ t. I CP,..,~17.15 I 1 <I '. . . -:9 .2 /.' C Ii '<:9 1/~ .-- >~n.' X X "V~ n GRASSED I . A '" .~ ~ ~cl ." "6>\ I X ')( /' 't 1 " ,'" " . .": :"""1" .5/",. 'x <: " SE:~~T 5 " ", -r DS DS -:; ,;:. ,- ---" ' I ' R~=517.19~ DS . ~: :L!I 30' '~~:< ...v.;~;,~ :;. / / ,_"", v X 1: V" l~ .~ FOR DETAIL. ~~-: /"':' ~ IC bd2 ',~;~ ~ y~ · , ,r D~Aw.._ v l . v.' I fl,' >~v,<,,<>,,/ EXISTING ><:. Z>/'" ;VV'~: ~? ~'~ .; ?/' ~ _ _ 20' '..: is, -:---, ." 'CP ~I 7,22' Va',,'" .....? - fL -515.6~ ' ';"~I!;IN ' _ t- ' - Al. IIve'-..., :/ . STRUCTURE YX x:;; 07 ,',::' '::> X.5/", "'. 0f;(-!, TC 51'1.82 ~ X' :: - " vJ' DS j" ~,~ j/6:RJ~CR%:;1ON \ SzXX)(~TO REMAIM ~.;S ~(. .~' .~.-" -:=1: OS '<"", DSJ-~;7;,,"--/7~~~~~?CP 511.7,~~' '- A .0'" I ".d" '_'~ 2 SQ FT ) ~~., ^ ^ x,~ "....../. /v v:.,,' '';'~: .. i' / ... /t., /c::x:, '1 ..' , · l;<, / ,+- '<. .)V'VV'v <; ,. ~..' . " / / / ,/ .(J)', " C' .5;c (u- . -," "'0 <;' ~ "'5.' . , f FF-519.50 '/L/~-:/r~l,,': . I , ~/ CP '517.56 ~/ . : i"I'.5/~ /' / ~ :8 'yV/, '\ '<X><><'< .5/",<5 -" .' "' - MAX · " ~ -' -' ",,; 11 ~'i "'s~ ~ ~ d' ':. '"IJ 6' ;/ / · '. .' ~,<" /, I ,AX/, .' . .:~'0xY~'y",<i'f~~' ,: lil ~'-96<" ~ :Sox r.: .os ' ,L :' I v: I 'V6 x .5/"',s · I " -Ij /' :s;:> \~.. "~;:'o' .:'::..~' .- " ',' DS~- ',' ~! d+7z;t1 · A 'CP 517.70 ...,. " I ~ / J .......- ~..~{ ., ~).<.-- 'S ".90' --- · ~. ~+75 A,I! TC 518.13 <: I If) ".. S s-.....'.-..../:76' " · ." ~-:1>,;:~,r · ~E"A ~AJN~Sf6. ''''-3> "4':;/0", . 'l:l>~o.9.9 ' , ' -:-~- ;--. I . I> . -.CP 517.63~" .. A W ~. ~.y, !f ..>vl RIM-MA TCH GR JUNO 8 X X CA TCH BAS.N .5/~0' ' · T~ 518.15 - I A ' - Sf <,.. A - '), · I I ; I" 1* .----FL'512,69 --517_ RIM-51 5.56 DS 19X (is:>-- ""'Jap 517.,?51' TC,51S.04, X . :--1 TC 518.15 .FL.512,63 /"'& ::;J~- " 8" STM, ---------. --78" STM FL -514.19 -..J G" STM' ."'y;: G.514. 72.! 'pCt;': 51 r" ~ ~~ ;: ~:~: CP 51 7.65 .c~~" DRAIN u D.q '" v .::' .5/", I,' \TC 518.00 .). , '0", I I CP 517.50 ~~. I I 0" I , " 1 I I I 1 I I I I I I I I I I I I I I ((~ / , 'EX 12" SAN- .-- ~ " / ,.. / ~J' ~ Co [;) , DS.J :. , '" FF..5/B.90 MAX DS,1' " ~ c 07, ~~ - 8 Original Submittal ~~~. . 60020 1 0 ," 66&.;7 . . p~'~~ rnCt<J .YlVlV1 H )( .( )( )( ~( ),. H H ~: n :~518 :~ CI) ~, ~ c:( ~ .. ~ ~ .. ).. a: c:( ~ 5 Q) ~ ~ .. t-,;; ~ <: .. ~ ~ .. 5( o a: Q", " .q: _J :~ v. ~~ ... PASSIVE: RECREA TION AREA ~ / CONCRETE COLLAR *^-,<, . ." /.,-, AREA DRAIN. GRA TE ,"/~ "~'7 ~~ .:.~ .. ., 516.30 ~ 6" ~~~..:~". ..~ RIM TYP_ . /A>%,~.:r--:-. '...,~, . I . 21 ..... ~ 1 ~~~~ " ~""",v~ 5/5.56 .'____ ;~'\1(~~~'<~' · " .. Wl"~~~ , '. '. ~~~~/ . RIM ll:: "y/ "7ij<<'~<0.( '. ' , : .;.;: ';", ~/~ " ~~ 0>~ ]0<6.' '-b~:t,~~~~. t). . ~Yf'~-~ -J <} 00 0 0 ;,~ :~~~'F . . ~ It.. 0-') Q 00 Q S .~.:.~- ..... ~ ffi TRA CER WIRE AND" C?O fl ~ :'j .) ~~.~ ~:> NON CORROSIVE 0b( :S:::~"~ """"'-- :: g t="ASTENER j.)Oo~/ ':.:'. co ,0 Q. y/( .,;..... ": '. ~ J V' .;~.~~ .., 0 ~ci~j;. I >;;. ~Lg~~~~'~~:ii~}"?7'NVEt.5'4.19",,:~ ~ ~~CDi::;TH} ,.,/.... .'.. .~, ;.~;~ ~kbvov' < ^ :; ~~ . ~ ; 00, 00 CAP ['RUED WITH . 'f; i:j S\?~\?~W<; · 2 3/4' l>IA ORIFICE}:: ~j]. JOOOOOOb'- HOLE ';~:~ ~;:,,:: '.:) Q 0 Q 0 Q 0 Q C' :~?; ~ .{~~ .. ~O 0,- o~ 0-?0 9-C ::~;: ::;. CLASS 3300 CONCRETE .. 4" ~! ~ ;:;:, BASE MIN. 8- J/ .~~~~ ' I ".-!.. : ..,~:. ,,- STANDARD CONCRETE PIPE. ASTM C-14 C-1lI - p l ,J . L-' :-.:.. .. f --.; 6- ~.l .. ~ . "'- 314' -0' AGG. BASE'- DEPTH GRASSED brrALE AREA DRAIN lfITl1 OVERFLOW NOT TO SCALE - 24- I.D. PIPE RAIN WA TER PIPING BUILDING EDGE CONCRETE~'. . . __ SLOPE I Z MIN. , 2- , ~ diSd.~~~\;;,~~ O~O"(;'Mo~ ClO~~O C) O~~~/2<::) ~~O~Q~Ogo~~~ DOWNSPOUT l.EADER NOT TO SCALE DRIVEWAY --:s.... 518 ~ CURB -- 1 G',.?;~......_. - Af c.J.L"' -... (\J , B~ -...__ r 11 ~4k ." I" "~t " CURB <1 ------~ GRAD~J28;~1<-------:-"--- ~ _--- 3t:: ,--- CI) ~ ~ fil l\ 5' .. ..... 4:1 SLOPE ...... SLOPE VARIES ....... 4:1 MAX 9' 3' VARIES - ..... ..... ...... ..... PLAN ,,' (~ - ..... 0.5' f:':;.~. .'. '.~~.:.' . ~" o.. .",." : , ~'6~'6~'C:~-~~~~';~~~~ ;;''o.,;;.~. ~. '?~o~o~o9~o~o9fo9fo9fo9fo9focf1.<t-?ovo . "'i.. '. :>JcilfJ" CRUSHED ROCK BASE >'Oot'OOOOOO 00. 0000' "0."' . " ,_0~'b~A T 951 COMPACTION o~~'bi. ~~~. ~~, 'b~~O 00 -Oo~)h~o<t)O(t.1tooCOo~Q~o~Q%Q ooW'~ _Oo~oo~Oo~oo~oo_oo_oo~or;?_oo_or;?_oW_ ~' ~ <t- .> .{> PROF11L STREET TO GRASSED ~"ALE INLET NOT TO SCALE ~. Branch ~ngineering, In~ 310 Fifth street . Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadminGbranchengineering.com ChTil . Structures. Transportation · Surveying PROJECT No. 03-109 SHEET 1 OF 1 DWG, No. \2003\03-109 BRANDT-DRURY 6595 HWY /26 \03-/09 SITE.DWG 8/3/ /04 GPW :""~ I I . 1<" I~ - -~I LEGEND i - ,.. ,-t' - ;~ H .----.' ---517~ I. . ~I ~x.,,)<<)\..>:l m PROPERTY LINE TOP OF BANK DITCH FLOW LINE TOE OF SLOPE PROPOSED CURB EXISTING CURB EXISTING FENCE PROPOSED 6' FENCE -III- (.,-- :- - ~ . EXISTING CONTOURS CONCRETE - - . '-y ~ . - POWER POLE GUY WIRE DIRECTION OF FLOW DECIDUOUS TREE EVERGREEN TREE SLOPE - 8 2010 Original SubmittaL_______._______ I I I .1 I III I I,V.v' u1s>.. ~ ~~ ~~~ .~ ~ ~ (S) '.;' '\ LANDSCAPE PLAN FOR -J)RUHY '1'~ 17S., ll.2lt., "'.All. 111NE {:OUN1-Y, OREGON J.M. BR~ ND S.E. 1/4, S ..C.3.4, SPRINGFIEL.D.~ . '-<t ... .=,. rJ '~, , , I. uki~ii: ",:1 1. " '~'f .- ~ l , A l)'r'l [l~T cl) . , It.:.!r .' ;:, ~Jl :) 2004 SCALE 1 J?t=20' 'V<vl ",\ -., ....__._-':~-:=...~:.. :.. .~.~...-~. . ~ #..,: ~..' . .(-... ,,:..:;:~,,~~~./ .' ,~.~; , 4. ~~..' "~, .' --:JV~ ,,.,,.__~..___,., "....,..,~".,_..-- ... '_'_-,._ d '" ~.. --.,'----~ .. 'ld~~~',' .,,_..,,' ." ..... .i: 00;,)'. \, k'i' ;~:~.....~:ktA, ~ -I 11,....~~~'.,.,lll. __~._ u __ I <::=:_~J ,_0< _J . . ,1. EXISTING STRUCTURE GRASSED SWALE CA TCH BASIN .......---: 66th ST ~" ....... ~ " \ II Cb' C"I .... e-: )- .\1) ~ t ~ ~ ~ ~ L...I ~ (.) ~ II TAX MAP /7-02-34-44 I!iiI TAX LOT /200 · l .~ '~:':-ll": ~. , .. . I~ . . ~~ ~ '" ~ . .....>.., <(,.'/-.\<2> '\ l>-'\\~~ .~. " '. . . . . ,. 1;<(,. ~~r . ~ . " :;.,: . --1<(,.QV,cv , ~ !>.. ,\0 ", ~ ., . -..-I: (j ....~..~ <1 ~T ,n' ,..._...... ,;, 'vtr>-~~ H ,~ 6'x6~ SHEa' x.....~ ; ~i:;_:::~ -:'J'~' it '~; r -il PROPOSED 4-PLEX 3.936 SO FT (GROSS FLOOR AREA) 'f4~ :~ ~ i i _ _ ....-...----..-' -.:,~ .-0--..-.- ... ..,-..--.,--c -<1 .---..~..- . . - L~ '~"'. ~t:'~~~~.~. '1 ~. ~Jlt ~ ~f:'"P '.''7 ~ -<rG,t) ~ ~J;~ ~ ~GJ ~, - ~ ~, "I \-J - L-7 tr>- '\\ ~ 'v V. K '6'x6;i SHEet -~- ~..~.' if jtS " -".. ~c..:=J . . . =>~ '~:~G ~/ .. . r~<>~~~ v4' ,~ . ~#V ., t' x x>' '" x )/ y . X xYx x '><2:;- .X y~ X x <t: X,X 30'q>~ 0 i:.--.-.X/ J< l' A'~~?x:-<<X/ . 'X X'~x.><)'~X'< ,. >< 'r./ ,~ ~ v- " EXISTING' ><x: >( v ~< ; 1 ACTIVE ~ STRUCTURE)< K j< RECREA TlON 'X. ' . (TO REMAIN) ',X >( 'X AREA f-X X,X x '. ~ x Xx '. 2~ SO F' x x x' xX ,..,/'-./.j< .' x.., . ! ..;0: .X ' ....:./\.:/..,,~./.,v,.. - 'X;: '. ~. :.... .-J ,. v 7: ., . <.... " >< '. ~ X A '^x.A. '....... >'.: ,x..^;..()<"><x"x: :<: ~ . .. <..x.)<,./ ,/" /,-, A/' . . 'or ><x>0xX)<,~ ~ " .:. qf6>. \ <.)(.: ... / ~ ~ :;.: ../ ~ ~ ". . .~.' ,.;;! ~~ ~~ !:7 ~ . . ~~ D~ . -<~G~, ~~~ .J~ \ :\,0..\ /]/. ~r- ~'\ t>- ~~~ \ if/. --1<(,. (3 <f..~ ,\0 ~-'- 'vtr>-~~ ;t H :6'iX6i , ;SHErl "'1.::ll H,", "...... :tS~ /~/ ;~..~ I, 0'/ , ..;1l . ~ ~.~. ~ "L ~~, \ Ii' 1 ' ""q,f!lP ~\" . l' )~~;,;.,. ,'. {It, '. " ....~,','.,-u r'""J ~TlfJ!:t~a.C:t::_~.,~'~III~~Al.'n'.~.',,,.. .". "{)., <' .......?i') " "1/:-. "'..-7 0,,(' '-::};~~.<"--)I y: <<;-', --<:l x~,'" q., ~Z . .::'-- ,..0. Q '~I- /B ~ 01/;>- , . , '. /.~} . . ; ->-- . . . 'v'p.~~ 6 'x€'l ,SHEct" -- ---'11'.1' ~u :IMi:;1f:..- ~ ~~..,l;1,,w,yIr;;.....o:..a...u....::....ij~....JIi...wli:iw 1 . . .. GRASSED S,IAtE i I I. ,,' ~ ~.. V-'W NA TlVE SEED MIX PACIFIC NORTHWEST NA TlVES. W!LLAMETTE VALLEY REGION 810SWALE NA TlVE MIXTURE. PERCENT AGES. BY WEIGHT - ~'~~ 20% 20% 20% 20% 10% 5% 5% SEED THIS MIXTURE AT 10-30 LBS PER ACRE ON WELL -PREPAI~ED SOfL DRILL SEED IF POSSIBLE TO IMPROVE SEED SOIL CONTACT. F?OLL SOIL TO FIRM UP SEEDBED PRE AND POST PLANTING. IF YOU HYDROSEED OR BROADCAS TSEED, INCREASE SEEDING RA TE ABOUT 30%. HARROW SEED INTO SOIL WITH RAKE. CHAIN OR RUG MA T SYSTEM OR COVER EXPOSED SEED WITH NA TlVE STRAW OR MULCH (FREE OF WEED SEED) TO IMPROVE GERMINA TlON. II ; " . " ~-..;- ; .. ". . .. '. ~~~b~ t'.......'\S . '" '\ \ ...\ v" ~'\ r ~'p.~~ ""S' ~~. ,0 .~.~' C9~~1b ~b1~~ "tlf " "" " I ".',1 ';II . -. , II .to. ...- GRASS SEED MIX MEADOW BARLEY BLUE WILDRYE SITKA OR CALIFORNIA BRaME AMERICAN SLOUGHGRASS WA TER FOXTAIL SPIKE BENTGRASS TUFTED HAIRGRASS :::: - ....,~._'..~Jtl:~. -:-"'JIIlI';t;,!j;c'ft:1M'rai.Wl/aI,11 I ')'(' '. ' )( r ~ , PROPOSED I DUf'L. EX I 2.4/6 80 FT I <GROSS FLOOR I AHbU )~ ~ 1----- i L. _ -"- __ .c- _ _.J c- ~\~! ~ 1/1:'- 'v\>- . ~6};~ ' ~C'.... .~<t H \,,'p. '\\ ~ . ' ..._.-- ?~ {\j L 'I PROP n SED I DUh.EX I 2.416 SQ FT ): "j (GROSS FLOOR I AREA) ! ...J ,,! 'c---- .._, ~ ~ ~ , 'I (0: @ t,. ~ _<f1 .' I ~,'! ii:Jik. ,,\ .. 'vtr>-'\\\-' E'~ 6>o:~~~ . :: /1/ . '\: ...-........-..' . .1....;... ~W1~.Il..:l1111.11,11:1U1'llIUI ~~ft,.1d..'Jtll\;~...v.;liMu,dkII1tIUlll~ ...J......,nl.M._J .. NEW 6' WOOD FENCE~" tr>-~~ 'v 'vtr>-'\\~ )( "')( ""')T""',< ~.{ ,( H ,1 H 'vtr>- '\\~ C/) .. ~ <( j:::! " ~ ~ " ::>-. a:: ~~ ~ ~ o en ~ ~ .. ~ ~ <:: n ~ <1. ~ .. ~ g: H Cl. " <( 'J PASSIVE RECREA TlON AREA H x ,.~ ~~~ \,.- :~ ..J~\;.lt NEW 6' WOOD FENCE BACK YARD SlOPE. " </:/ . ,,"A~. BACK YARD v" v .8~ ~ MA," ,\,.\It'Mil /8" GROlVlNG MEb;~~~1~~~l~,~ ",. ,,":H":';>~:';fJ;~~~~~~~~~'> NATIVE SOIL ,,~/.>/ /"<//'/ / /~\'/'0:::<'~~~~:;;>;v:-~,;;.7'>./ " ."/ ... .',/ ,.' \.' / ." 'V~?;ff~f5>:;~~?~;~7:~~~~~5~~(V /'/ . - ..-......... ...._.._,_.....~~......... Tlld,u....v..klt.;ll.....u...1..W ...............,....m._,,~" ..1 ~ VARIES 3' 9' ]0_ GRASSED SWALE NOT TO SCALE ~l ~ Branch Eng~,!leering, Inc. 310 Fifth Street Springfield, Oregon. 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil . Structures · Transportation · Surveying PROJECT No. 03-109 SHEET 5 OF 7 i~ 8/6/04 GPW DWG. No. \2003\03~/09 BRANDT-DRURY 6595 HWY 126 \03-109 S/TE.DWG