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Home My WebLink AboutPlan, Tentative APPLICANT 3/17/2011 ~ ~ N Lu ...J l- co <( u HA YDEN BRIDGE RD.fJJ fJJ ~ co ..c::. ...... l{) VICINITY MAP ~ co ..c::. ...... f'- :;?E () (I) LuQ) CO,O 0-1 a::cn ~ co ''['' ~?T. .r: ...... o ItR IJ ;> T. fJJ DENOTE.S Bun STOP L OCA TlON. ~ TAX MAP 17-03-26-13, TAX LOT 102 ~ co l- co YOLAND Lu ::> ST. :E U) ~ co .r: -I- Q) "S" ST. ~ ') <J\) ~ ~<); ,\'v NOT TO SCALE \)'\ "\ ,\'v }Atl. I I I I 0~ ~<JX' I X I I <<> ~~~. X <1, ~~\). X C) ~\). !Q -~~ X I l-. 1./) I i co ---~T MH NO. 51.38 ST MH RIM=451.38 I , 15" FL (W)=444.57 I 21" FL (S)=444.32 , 18" FL (N)=444.50 I ,,'. I (, WW MH RIM=450.67 , 24" FL (N)=439. 16 24" FL (S)=439.20 12" FL (NW)=440.67 ~ S:: "'t. C" ~ ~ \)<J ~ ~\ ,\'v ~s G~ I I ! II ,I i ,\IQ t.~' ~v; i ~v 1 '\~ I I 1,,00,' II l-- <;'-J l~ I ~<1' I 1 I" II ~\ I: /1 ~ \ 'I I j- , ~ - ~~ -\ I :\l~ \ I bt,o,,) I L f --j--i~-+f'- I' I ~ ! 1\ 1.1 r I : I~~~'> ~1 -i 1 ~ t"l l._,j II 'I , I J -1'-'(;/)// I I j" _ i ! 'L'^:'. I ~ I I'f 9~~ -........-....,. I - ~ I ,bt~ r_, I i1~"'" ",' ~lx0\\ ~ I i L LlV ...~ 'I -. ~!. I! ., I I' \.- \ ,I ~ ~ E--t~~') ~\~L::-... .w +~ ---I -II i ~~ ~~<1' Ii \ ., I ' 1 I t. . I l' \ !! - t I I ~ j I ~ ! $: 1 ~ I ~. I ~j ~l ~\. 'I' ~'J 0) . II X:1 ~~ I "'t- /\ 0 I '\ ,_.J I ~ ~ \ I ~~ I -, I ~~. ........! \1 . l~ ~ I r I '~I I' l ! 1-1 i I \' t,-:.J . f f _ ~J J f I! \~~~\- ;,) ~ II:~ ~~ I I-II t' '? tl I - 60' I 1W, ~ II I ~ I \ I /1 . ~~<1' I \ I I Ji , rlA I . , I ~ 36tNG' I I ~;c, 000,00, 'II" I * ]' I II , STOP SIGN I ~ ~j ! tx<y ~IQ ! .; ~C1' I ~ . ! ~\; I . ~~ I I ~bt,o". ~ " CA TCH BASIN RIM=448.72 r:::,ro I t..~' ~- \~\; "\ ('\.'\ ~\) 'vv. ~\) \'v co CATCH BASiN RIM=448.65 12" FL (E)=445.45 ~ ,\X ~~<J' WW MH - <0 I R~=449.2J (:'j 6' WOOD FENCE 8 FL (E)=442.13 i--., ~~~___~_____8'~:-44~__ 194.28 ;~;\ ~ --, t~ HEDGE' *~ ~ -~_._-- ----..,--~--- ~~~-- , ---,.':----~--~~-x_: Fr" ,. ',' //--451---.----/r;;-/ $' ~-- X~ -------~.-'-.._~--"",. X :;"~ ',-, / '" ..,,_.......-.~j ~ "J ~~\). X ~ ~~<J' X ~ ~\). ~ X C) ~~\). \) <)" "\ ,\'v ~ ~~C). X "J ~~\), X ~ ~C). X \) ~~\). 4" SAN LAT (TYP) ('..Y) 0.v' t<:.t /:--........... r:/~.< .')( , . . ",--: . \ '. .' <..\ . .;.\ '. ..\ ': ~". . '" a l!J "*' LU C) :::> I I I I \ i I ~ 1\ f '. f WW MH " "J ~~<J' X BUS STOP 194.28 ~X ~~C), , , ~ SITE ASSESSMENT OF EXISTING CONDITIONS HIA TT ESTATES 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3W., W.M. SPRINGFIELD, LANE COUNTY, OREGON SCALE 1" =20' CONTOUR INTERVAL=l' S. We 10 I r--......... o I 20 ~ I 0... ~ I b----=~t--~~~_-~~_~u~.~~- -,f\ --.... ~).' ~,~ f,;i '-'-15,_... -- -.............,- - :t II , ~. ...../ l'-<~C)' t:'Z 11 ~so J ,,*1 oil ~II 6' \\VOD FENCE ~{ I JI[:: ~TI~ ~~l~ 01 ~I 45Q.:::: .__..._~ ,\~~\), -----_._-..,~-..._. . --- --____"'__-,.___,,_,,1211' \; ~) 450 ~~~~. OWNER & APPLICANT: BE.RNARD H/A TT 836 'R' STREET SPRINGFIELD, OR 97477 EXISTING USE: THE EXISTING LOT IS CURENTL Y VACANT DESCRIPTION: TAX MAP 17-03-26 /3 TAX LOT 102 ZONING: MEDIUM DENSITY RESIDENTIAL GROSS DENSITY(MDR): 0.58 ACRES, 8 DWELLINGS = 14 D.U. PER ACRE 450 ~ - _1 --.- ..- ..- --- 6" Vi _..... .... 8" Hi.- -- ..-.- _..-. -- '-- Q STREET j G i 10" FL (E)=447.63 / - ~-I- ~C). ! / . / I / I ! ! h. ~ :3:: ~ ~> ~ b <0 ~ "* ~ <<>0" ..... <:-,\). ?' I I I ST MH RIM=450.17 10" FL (W)=443.70 21" FL ($)=443.27 12" FL E)=444. 12 21" FL (N)=443.60 ~ G- ----1- CONCRETE GUARDRAIL BENCHMARK I DATUM: CITY OF SPRINGFIELD BENCHMARK, FOUND C~SELLED SQUARE W TOP FACE OF CURB AT CA TCH BASIN LOCA TED A T SOUTHEAST CORNER OF 10TH STREET AND S STREET. RECORD ELEVATION = 451.03 NEAREST FIRE HYDRANT: LOCATED AT THE NORTHEAST CORNER OF THE INTERSECTION OF 10TH STREET AND Q STREET. NEAREST BUS STOP: AT THE SOUTH PROPERTY LINE ALONG 10TH STREET. WATER QUALITY LIMITED WATER COURSE MAP FEATURES: THERE ARE NO WA TER COURSE FEA TURES THA T OCCUR ON THIS SITE. SOIL TYPES #32 COBURG URBAN LAND COMPLEX: VERY DARK GRAYISH BROWN SILTY CLAY LOAM, DARK BROWN, MOTTLED SILTY CLAY LOAM, AND SIL TY CLA Y: PERMEABILITY IS MODERATELY SLO~' HAZARD OF WATER EROSION IS SLIGHT. #119 SALEM URBAN LAND . COMPLEX: GRAVELY SILT LOAM AND URBAN LAND. PERMEABILITY IS MODERATf~' HAZARD OF WATER EROSION IS SLIGHT. WELLHEAD PROTECTION: AS ILLUSTRA TED IN THE WELLHEAD PROTECTION AREAS MAP. THE SITE IS WITHIN THE I YEAR TIME OF TRA VEL TO THE EXISTING Q STREET WELL. FLOOD PLAIN: BASED ON FLOOD INSURANCE RA TE MAP NO. 41039CII34 F, THIS PROPERTY IS OUTS~E THE 500-YEAR FLOOD ZONE LEGEND SITE BOUNDARY ---------- EASEMENT LINE ~~~ CONCRETE GRAVEL = = = = = EX. CURB -_.~--"'-UGE ___'_...__n'''' EX. UNDERGROUND ELECTRICAL EX. STORM WATER LINE WW ~-'--'--"'---".' EX. SANITARY LINE ~~~ ~-, - -- -W.'~' r- EX. WATER LINE EX. CABLE LINE EX. GAS LINE .-......--....-----...-....O/-IW---.......-.----.. EX. OVER HEAD POWER ~ FIRE HYDRANT <t:>'? tx'l X GROUND ELEVATION (EXCEPT AS OTHERWISE NOTED) PUE DENOTES PUBLIC UTILITY EASEMENT. D/W DENOTES DRIVEWAY R.O.W. DENOTES RIGHT-OF-WAY TFC DENOTES TOP FACE OF CURB. CA TCH BASIN DECIDUOUS TREE ... WATER VALVE IIf]J (Q] CURB INLET -.- SIGN CABLE TV RISER II ~ @ WASTEWA TER MANHOLE STORM MANHOLE --- POWER POLE I LIGHT POLE NOTES 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS, FIELD LOCATION OF SURFACE FEATURES AND AS-'BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OF UNDERGROUND LINES. SHEET INDEX: I. SITE ASSESSMENT OF EXISTING CONDITIONS 2. SITE PLAN 3. UTILITY PLAN 4. GRADING, PAVING AND STORMWATER PLAN 5. BUILDING ELEVA TlONS L-Ai LANDSCAPE PLAN @Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem Office 147 Commercial St. NE, Suite 10 Salem, Oregon 97301 (503) 779-2577 www.BranchEngineering.com Civil. Structures · Transportation · Geotechnical +Surveying EXPIRES: DECEMBER 3/, 201/ PROJECT NO. 11~017 PAGE 1 OF 6 ~ Fi-LCPJ P~E JL-DDOD<3 Pee.- .5u.bt1li tftLJ tU;f-q ~ 5rk PflLlIL TWa..~ H I tiff- - HI't(,fI- Esk~5 1 ltrf (pp~ Ii!!) ~ --" .' ,,,,,N 8 9.. 5 8:.50.':.)L 19.128, · ~-,_."'-- --"'7'- , "----"*. .')\ -' ~: ~ 1" .. ':. '... ....', 5 ~ , .. ...... ..,...: ':, .' ~ .. It t II ..~ /11)\:XX>(XX'XXX:XY>><XXX<XX'/)XXX:<<><XX><><9 ' - [,'<XXXXXXXXXXI><X><><>XXXXI>(XXX~ I II I" I' ~~~i;7~2 ~:, 10' I] I " 36-0' \ P ,(2) PARKINGAT~ ~11 SET~,QK I ,I a .-' x ~ EACH BUILDING :?<xl t ~ 8 Xx.XX><>::X' 'x:) .. ~ ~ ')"'A5~~~;<;<xX><~<Y;X><>~'/\'^),')'7' [j<: II I 11 ,I .()~' /' x'<X>O '<~ ~~ J<><)Q(_>(><>(.~;,< ><><)<0)'/'\./"\.;-" ~~)< X . " .' . ~v ~~ ".)< >< U . : '. ~ ~'<< . . . X I ,I a ,19 ':-'-"_'\ YNt~~ ':':":"::_~?~'U'/>< :.<.<:' (2) PARKING AT ,"-__",:',v/\ '/1 I ~I y ./"'..' , ~~ ~~ ".:' 7VVV"< , : .': EACH BUILDING '. :,- I. " J , ~I ~~~~.. '<': ~~~ '.'::': i II II '~f'~ ~. . >>N~~~~.. '.'. 2~~~~ .,': . IV A; ,\0 ~ \.! I -<~ "A'<A"<A"'<./. ."'< ~.;<~.;<:'\< ~""<XAX ~ <'..('c ~..-0(^"0('(...('v .'0< XA ,,(^"0<~:~ .fC~:""< ''<:....< ,"<../<.... :...<x...<'<..,.( '<....< '< ~..(x .Q< AX A kt. 't "'.'" . " =: , ~ ;:....:,. "~ "-: 4:, - .d.... .'. '. i.' .:, .- ..' ,:-:' .,..:,': ."I~. :.:. ....:FI IN.......... n.. DRTVJ::.. ;;~i .:~-5""~atrr.J:lERVlflU-S 1:rJNGRl:"',-r. DA'YJr'.I~AN'" J. ..-.,;,....... .t"~ ~: I ? ~'" . :.....~. .<A' . ....<f.r. .... .... .: ..tt~. r ." ..~..... .':~""'::;p~."~"':"""."'Ill'''''f . .~l r/.. ,,' '.....~.~ ..... .. ...~t..I.~ . ... ..... . $' .:.4'1 " .., " ,... / -An'.~' _ <r...... ::..~44-:....~..r.,,;...11.....~~1o'::.._...... .....;.'..10'....;.. ~ JL:. :..;.:~I~~"'':'"'''''''4~:''''JlI''''~;''' ."...... 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I ., '\ ,.n ~~~<. ~~c~A:~~)l~N~.:'x' ~XX~':.:. ~~~~~~TI . ~~i II~.I II 'I' ~ XXXvXX>(Y~~~ '5<'<)<)<., '. ~ x:,<y>v,<~'<X(;~~~ ~'< ~ : 1191 II ~ O"v'<Y)\/',XX,,<>,,>;X ~ OP V<Xf/vP\XV!;X ~ : "'~ I )< ' / 1 I g 1/ ~~x;xx;x;..yV\X><.><xx):,.x.><)<x Yy~Y.)<)<)<)<.><X; ~ ~0Vv<x,.><).(xx.x..,<)<P<.X><.>QIV'\X.Yv<'p<)<,;></yy~~ ! I Vl I F .' ...... 5 ~ ". N89.58~50H\v' 194.28' ........ g ..I . .'. .... . ,J /) /1 '- - -- - ~ - - - - -'.J, - - -~ -- - - - - - - -- -f-- "'--- )7 . ~' . '~':':';rt!'~; ,';':.~\;<;..~\..-..;; ~""A.~1\. ' A'~'?"''1'\.~,. T >v.;;i'.. .1......... ..... ~& ~.~.'):iS~~;~~ ~~~~~ .i~~~ _ _ _ _ ~F= ~ _ j~~O \' 7"\re~.e..-. ~'-"~ ~ ~ ~ . ;' ; //5'-.3' , ; 1./ ; 1Q4'-3' ~~I ~ ~ (!fJ) VJ\ C/Q; - rl . !; " 11'-i.4 ./il 10' . 94' ./ ; .I I 1 I r ~ - ," -- - . Q STREET t- 1/ /5'-3' ; S;i4' ./ 1 n' " .~ ~ (;.11' !; " R4' . l./ ; . " 1 Q.4'-3' ./ ~O'-O' ~n\J . :xlloi.... I I r w W 0:: Ir V) ~ +> C) ~ g cY: , ~ C: ..... , ~ i II II ~ I I [7 I~ " II II ~ r II " 1/ l I r \\ ~ , == == == == == == - --- ~ _ CDNCRETE GUARDRAIL - ==, - - - - - - - - - - 60' F] LBERT CLUST[~ ~ TAX MAP 17-03-26-13, TAX LOT 1~ --_--.:.--_----------- SITE DIMENSIONING PLAN lA = 20'-01/ II IINEW' COAT ! \..l. -- _{~~~~~~~l~~};,~;~}, .4;tf~~~~~~~~ ~ ~;J}:i~....- __ ::!~~ ---1;": --- EXIST. CURB CUT / I TO BE REMOVED NEW' 6' VYNAL GREEN COATED CYCLONE FENCE EXIST. BUS STOP Q STREET SITE PLAN 1 A = 20'-00 6' VY AL GREENf ED CY LONE FENC . II II ~ r " II " I EX. ISTi POW'ER Pot. NE'W ' CHAIN I LINK ENCE EXIST J CONCa SIDETLK NE'W qURB CUT FOR NEW CONCa DRI81 0::1 l- V) ~ +> C) ~ EXIST J STREET LIGHT EXIST PO'WER POLE 1 ~ I I I I I I I I I I I I I I I I I I {: Ct-o ~ SITE PLAN FOR HIATT ESTATES S.lf. 1/4 OF N.E. 1/4, SEC. 28, T.17S., R.3lf., SPRINGFIEW, LANE COUNTY, OREGON SCALE 1"=20' If.M. DEVELOPMENT DATA DEVELOPMENT AREA 10 ~.. 1111111 .. o I 20 BUILDING AREA UNIT BUILDING TOTAL CONCRETE DRIVEWAY CONCRETE PATIOS CONCRETE WALKS TOTAL SITE COVERAGE BY ALL .IMPERVIOUS SURFACES PERVIOUS CONCRETE -- -- LBGBND )( )( )( ~"'~" ~. "1 . ...,.,.~ _:.. ~.4., ;'.," i.,; !~.. ~~M ;:X:><:><:'XYXx~~ -1'~' j2C?J · 71 25,211 SQ. FT. 1,308 SQ. FT. WI GARAGE 2,616 SQ. FT. EACH BUILDING 1 OJ 464 SQ. FT. = 42% OF SITE AREA 2670 SQ. FT. = 1';~ OF SITE AREA 640 SQ. FT, = 3% OF SITE AREA 744 SQ. FT. = 3% OF SITE AREA 14518 SQ. FT. = 58% OF SITE AREA 2770 Sw. FT. = 11 % OF SITE AREA ------- ~\;1j\i> PrIolo EXISTING PROPERTY LINE PROPOSED CURB EASEMENT PROPOSED FENCE EXISTING SIDEWALK PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PA VERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE ^ 1 OJ ~ .Z '1S @Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 974:77 (541) 746-0637 Salem Office 147 Commercial St. NE, Suite 10 Salem, Oregon 97301 (503) 779-2577 EXPIRES: DECEMBER 3/, 20/2 www.BranchEngineering.com Civil + Structures + Transportation + Geotechnical +Surveying PROJECT NO. 11-017 PAGE 2 OF 6 llt MAR ~ ~ ct. ~ [_______t_ _____~__=_t 6' WOOD FENCE-- 4' CHAIN LINK FENCE---... ?" ~ TAX MAP 17-03-26-13, TAX LOT 102 UTIUTY PLAN FOR HIA TT ESTATES S.lf. 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3lf., If.M. SPRINGFIELD, LANE COUNTY, OREGON SCALE 1 "=20' EXISTING GAS METER EXISTlNGSANIT ARYWA TER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING CA TCH BASIN EXISTING POWER POLE EXISTING MAILBOX E~STWG WATER VALVE EXISTING WA TER METER TAX LOT J l-. f.0 " co ---~15U ST"-~~ T MH NO. 51.38 ST MH I RIM=451.38 '" s 15" FL (W)=444.57I '~.,. ~ 21" FL {S)=444.32 ! % ~ 18" FL (N)=444.50 I " (I MH NO. > , 450.67 WW MH RIM=450.67 ' 24" FL (N)=4.39.16, 24" FL (S)=439.20 12" FL (NW)=440.67 I ' ~ "t, I 1 i()CO I 'I All I '~~. I I ~ <0 I I I I: I, ;: ~LI ; ,. I I I I ! ~ I CATCH BASIN I ,/1 I I RIM=448.65 .....-1 S: 12" FL (E)=445.45 ~ . ~ ~ i I ~ I \W{ MH _ II ~ ~ I: ~ ~/I- ft,J~~.:J: 1 <0 I RIM= 449. 23 . . I ! ill --,.,~..,-~-_._~ i 1m / ' / '1llJ 1 I , , I /~ l :1 ~ I I -+ II I I f J, I ......~c"r<.-'-.II I I! "Xx)<Y>(>l:x"><"'>,(X' ~x<;'>tX~><:><:>(:X~<)(;(>(>(><Y:Y]1 ~~:XXxYXXy",(x'y,X:XXX> '5?5l5(;-?:XYXXY':XYXYXX; I /' I h ' '-~~, , ;7 g I FF: 452.0 :B I I I ~ I Cite, ""1Ic 2-CHAMBER STEEL X F: 520 FF: 452.0 { ~ I ~t_~l , CATCHBASIN WITH FILTER. >< Fi: 4 . y~ Ti I I ~.Ci) ~ - ,- -w ,. ~_. FF: 452.0 SEE DETAIL SHEET 3 (8) 3/4" WATER Y'x II I I E-4~ I ::a; , X:XXX;',"xX>6(; 8 "G';:TE: 448.87 <x./YX'XXX)() <X METERS-f I' '(jft ! I I I II ~ I I! ~ 'X / '< ~~^- .~'x )~>~ ~~~j~ III ~ ...c:: I , II I .. &x J< ~.:~~ ~'XX'X / ~~~~ ^ \ 'I -+-> I I 'D". I '~, ~v~~~ tlI ~~~~~~ l... I , ~"., I ,,~ ! r~ I LCONNECT 8" SlM !AT TO 21" '< .,(,..,.." ~ ^ '" '^- 'JUT ~,~, , ~, ~,~, " "7 7 ~~" "" '4< "2"'>,..~ r ~ "JUT ~, ~, "< ^ A:1< , .' 2 WAJER 1m: SlM MAIN. MATCH CROWNS :...... . ........' 2!. ..,...': '" .q. . g ....'l'.. S . ..,~...... \. ....,"'..,.~. .:-~. '", ...,' ...... ':" ..... ..:c} .. I ~ <:5 I 8"IE444.90 . .....;: '.~' 4 ..'1..... ",'" '.4. :.. .".... '4~ . . Ito.': ~""~'-''''. ....., .... ....; : 4;....:. ;,a:' '\. . .... .... . -:; '; &-: <I .. .-,r'fA. -.. ~# I ': :T', ~. ...,CONCRETE DRIVE 4.~""."~ ..', ~- /, f .""."', ....~ :....:.'..-k.1rM.....1.*'Io ... 6" STM" . ." A.' ........ .' 8" STA~.' ...... ....... .-" '" 4..~' '. I I .ll ....c~.t. '''4;':. :..:~ .' .. r'Ot;l:1'~ ':':" " ~.. 11. .;,_ _... .' .:":.' '..,,: ::. . ...~ ": <'...... IVI ",' .', ...~.$'; -:-.'" . ..... .,,\4_... :'.. '. .'. .~. .; .... I II ~ I ... . . ,. J: _ .......II .... '" y _ .... ...'O' .. A" .. I .. :- :.... A ..... #- _~. ... 'III" . _ .... -.. .;r.... _: J ,'. ,". -, ~.'----:-'. -;..- .-- - ti:""J5T'-- if6-' ,'., ,. ....--:-..~ :-;-'-;"-~."'" .....-"'-<r"... .-.-- . -"'---:;.. ':1II-<...;c....; '.~. ---- ,. .... -....:-....- -;- r+.;:;-~ - ........:L~--:"E .".. - ;-<"'~11 I - . ~.~:~~~.~ ':~ ~ i: :: ~~ :_" .~:::4~ {~!! I':' .:.. )) ~'.: . j:.:-;:'. ~ ~ :4~ ..~:~:. ~': .... ~~.;: ..~ . . ....~ :"': ~4 .' '. .. :. ~4:.~ ~:~:. ~-:~. "~,4::~~. ~ ~.~, ..:~t~ ~: ~ . :.:~ ~ .::~. : 1'~:!:': r'~:~. ~:~ ~: 3 ~. ~ ~ ~ I 6" IE 440.70 "IE 444,50.-/';-/-7N ~~~~~ ';;;r);iA/NN ~NN ~i\7NN:~~~~~>-~~NNNNNhNL ~ 60' ~/W; I I MATCH CROWNS ~~~-'}; If ~~y<MV~)' -I' ~ I I ! r~ ~~~ 'y ~\ ~y;v/'\/ ~)I~~Y~ vV'/'5(~ I', II 36' [,I'VING I I I rv:--< ~~ ~ "\')( ~t 'N" '>-..( V">- y~ \ / V V v,)< I fir I Y<~~~ \ >( ~~~~ ~"'~)< lie ~ t,) I I . I ; ~XX~~~ ')<<>XX)()< X)<)<)<X;:<><O~~~ ~>~<>v:Z '. <: \( II I ~ ~l!,' I '1; Q<)00<.X, '<,,'<;0</./ ~4' STM <.> *4;:;;;~;'OF <::ZY)<)<)<IY.;x..,<..'X:X>< 4" SAN /AT (mU:.{J ~~J II r II I / ~ I ~: X LA T (TYPJ ~ i"/6tvCTiuN BOX (7YP) , ~/ ! . ~ r:t w x: FF: 452,0 FF: 452.0 \W{ MH .;:: I : I g , , ' X \\ ~~ ~ FF: 452.0 FF: 452.0 RIM,,=449.28 :x ~ / ~ /, - STOP SIGN ; I' :\'1 c-- X,1l ",q; , ROOF DRAIN ~~" ~ (N)=~ 2 ~ ' ) V" : ~f,llr.,~" " . DOWNSPOUT (TYP) GAS LINE TO 8" FL (H:!~J!L'6 .38',,,: li'l' ,I II \ J) I ~ .~o,l _ <C'1-II"~~"i7 G .. -- .. \ --'--~-"- ' ._~i 'f ~ I '1 ~ 'I ~ ~! 1\. I i I;} ~ ; '\\:'V: . . _' -~-~'\.I.. .. . I 7, G.. ! . I! . "~. :;.:Y --~-'"",-..,- -.. I ~~ umv _ ." .",,~. ,,-= I- -== r ... OHW'''. ". /" I TJI. I I;Y /'111",8 "VH' ~,. I , '~ . · ,'" /1 'I\., _~ /-~ .,. '. 7/ ~l 'X-f-" v. ." :.2 ~-=--..-=-_ "=~':t't:IoO:OM~~/~::NGFlElD o;r:~~xg;.~g ~:1fr:~~ / ~. !,'S:f~ 1" /10" SlY ,I , -~f:--- --------...12" l!lLLlff. fLQABP . DE~LqN.,~ 1'-' ,"",,,,,, Q STREET >- ; - Wt!4~~Lr; ~, _OC -1- - -~ -,,- i~~~50.17 - -- - -6" W- -- .- - .... 10" FL (E)=447.6J to" FL (W)=443.70 ~ ~ / ~t' l 21" FL [S)=443.27 ~ ~ _ / 12" FL E) =444. 12 I / 21 " FL (#)=443.60 g ~ !! ~ / / / / i ! I LBGBND -JUT- --8- SAN- -STM- EXISTING PROPERTY LINE PROPOSE JOINT UTILITY TRENCH PROPOSED SANIT AR YW A TER '.G, PROPOSED STORM PROPOSED WATER EASEMENT PROPOSED FENCE END OF PA VING EXISTING SIDEWALK PROPOSED CONCRETE SURFACE X PROPOSED PERVIOUS CONCRETE PA VERS IWl EXISTING WA TER TL EXIS TlNG S TORIVWA TER EXISTING SANITARY WA TER EXISTING OVER HEAD POWER EXISTING CONTOUR )( )( )( """"',' 'I I t\ r \l:":~ :0;.. ...~.~ ~:;.; '~J ~m .-.-- -,*- ~. _ OHP J 1 A VEMENT SECTION SUBGRADE CI) !:!J Q:: ~ w COMPACTED GRANULAR BACKFILL TELEPHONE/CABLE CONDUITS WA TER LA TERALS ------- ~ ~~. ~ NOT TO SCALE TYPICAL JOINT UTILITY TRENCH DETAIL NOTE' I. PIPES WITHIN TRENCHES MA Y BE STACKED PROVIDED ALL APPLICABLE CODE PIPE SEP ARA T10NS ARE MAINTAINED. · MAINTAIN MINIMUM COVER AS REQUIRED BY CODE CONCRETE GUARDRAIL NOms 1. ALL SANITARY AND STORM LATERALS SHALL HAVE A MINIMUM SLOPE OF 0.0200 FT 1FT UNLESS OTHERWISE NOTED. 2. CLEANOUTS SHALL BE PLACED EVERY 100 FT MINIMUM. EXPIRES: DECEMBER 3/, 2012 ~ 10 I r-........ o I 20 @Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, ; Oregon 97477 (541) 746-0637 Salem Office 147 Commercial St. NE, Suite 10 Salem, Oregon 97301 (503) 779-2577 www.BranchEngineering.com Civil + Structures + Transportation + Geotechnical +Surveying MAR 1 PROJECT NO. 11-017 PAGE 3 OF 6 ~ ~ ~ ') <J\) ~ . ~<); ,\'v 1- - - - - - - - - - - -~:'2-- (-~), \>,-, "'\A ,~ hV" + ---_--..:.._----~~-:.~ ,<J'" ,\'v ;,1 ] ll~ l'~ r II I ,.~ " 'C.,) tS:';' I t\' * 1 I .--- ~ TAX MAP 17-03-26-13, TAX LOT 102 PERMEABLE CONCRETE PA VER (AS SPEC'D BY OWNER), WIDTH VARIES ~ 7.5' 7.5' 2.5' 2.5' 2' THICK COMPACTED BEDDING LA YER -ASTM NO. 8 AGGREGA TE. ALSO USE FOR PAVER OPENINGS, COMPACT WITH PLA TE COMPACTOR PER VIOUS PAVER (SEE DET AIL THIS SHEET> PER VIGUS PAVER (SEE DET AIL THIS SHEET) FIRM COMPACTED SUB GRADE CR. BASE LIMIT & EXC. LIMIT TYPICAL PRIVATE STREET SECTION(TYP) NOT TO SCALE , THICK COMPACTED CRUSHED ROCK 611. THICK 3,000 PSI FIELD STRENGTH CONC .~ "=:Jr.~:. ~".- .'. v J .- - 1l 12/1 -- - v " COMPACTED ASTM NO.57 AGGREGA TE BASE - 12// COMPACTED THICKNESS. COMPACT IN 6' LIFTS TO 9/% RELA T1VE COMPACTION PER MOD~~D PROCTOR - '".: II I-'- V) GEOTEXTlLE FABR/C " co ...---.--..i5" sr-~~I~~ NO. . I I \...: ~~~~5 L38 I I 15" FL (W)=,444.57. . I II 21" FL G.S)=444.32 I l 18" FL (N)=444,50 I \ I I i I COMPACTED SUBGRADE PERVIOUSPA VERS DETAIL NOT TO SCALE INST ALLA T10N OF PERVIOUS PA VERS SHALL BE W ACCORDANCE ~TH MANUFACTURERB SPEC/FICA T10NS AND RECOMMENDA T10NS 8-~ ~(J'<' I ~ I I 'N<y~S G~ I I ,~ \)'\ Q)<S v N ,\'v I ! I I I I : ~I ~ 1\ ~ ;1 I ; CATCH BASIN~, . \. 11 f I I RIM=448.65 t45.45 ~ L.. - \ ; / .. ,i \ I l~' ! . I ~. ~~l-t.-i ~.I] 1 - --.d!.O--------------.'\'L---- - "1. . I f ~ II v)\ Q ~)\(,. \\ '-')"t~~' - I I '\. '" ~, '-/ . !" :':' _ I I I /, /,', 7 J r'1) -. I A f:: -1 I" I ~~)~ I h 1 _/.-/r-'.,~e..'"..: Tv f I -1' x '! r I ~'>iyXxyxXr>fXYX';>(X>yxxx~>(xyxxXX>66<XX~ :a : -\ h I ~,: 73.<0<01 FF: 452.0 ~ .....,,',~~j "x , - - \ ~ I :~ >f I 2-CHAMBER STEEL FF: 452.0 FF: 452.0 ~< 'I '1 ~~-.'I ~,~ I I I CA TCHBAS/N WITH FlL TER. Xx _ ~;I) l--- 'I FF: 452.0 SEE DETAIL THIS SHEET >< ' I h~ \ ", I : )6"><y..'X'>XXXX:>(; 8 "Gii:TE: 448,87 ~'{>6<xxlx.xX"AXx 1 I' -., CI) I \. i I E~XX%~~0~~X",^/)<ytX:)!:> ) ><)<~,<)<><><)<:X~ R)<Xr.XXY1~ I .. ~ I ~ ! I ~~~!<<<~ .~> ~L)^~ y~ I J. M I ~, I I tyPERVIOUS PAVER~ I <)< ~PERVIOUS PAVER;( 1'/ ~ II \.......... I ,)()<~, ~~ ,,< DR~EW4Y .,< ~ ~ DRIVEWAY A ^ / S? t ~ ~ I ,,~l . . ~~ ~~ ~ {OJ \ ! j Ji!~\ ~ ~~~ /%~~ / .... /'..^ ~I \.~ ~~ ~'~~A:<~';.:<.~ <'z:~ '(.:<'~:z.x:~~'(~1.<~~~~.';,(x:R::~':~~ ::~,(X.<"(.<"('('L~:::'(. --.:~;" """': 449.651 ~ /" ~ I .. ....~~... ~ .i' 'l'4" ..'; . .~. '.' '.' . : t.' '4 . .... "'''' '';' ... . J. ~ _~... ~ ..<f .,.~~ 449.07 tll. .." :: 'f" ": ~.. .CONCRETE ORNE 4 ~.... .' 'I'~; ~ \ ::> :~..;'., :.::,:.:.1... -:.~.-..:.........-~".":.:' 6' srM:" '''.' ....:~. ....,... : ,:-. .. 8' STM~".. I.,: .:.... ....~. :....... .... : 6" r 'I I 31.:.... ~'.'" -....:.c.~.:1rM..rQ.., .' .... ..."...:,_:- 4'.' ....~.: .#.... a '&<1'., ..... . ......' 'J.:.:.;:A"..... .""..... ...Y}t =-......! I \ IV: ./ ., $:: .~ffi~ir-. -.t:::-- ....--;.: "='-7-- ,~.........-'~~...iJ( ....-.l';r-"'" -- ;0;--- - __......4,..._~...__4'..._ -'l'----.::';- ....,---.. .-.~-..:."..A - ~...-- -~-:~ - _'--'4_) I I I ~~J:;i:~~~il;1l}iDiiJti>5~~.j~~011L{~~~:~~ ~l '60tlW \: i I 'V'X/')..(' \ ~~ PERVIOUS PAVER,<>-"" ~X/~~ '<PERViOus PAVER,/, V II 36' ~l VING 1 I I ,'v V 'v .( DRIVEWAY ^ ',,/ I "< Z ' I ~> . . ~~~ X ~~DRIVEWA{~~ 4JOJ. I! to ! ')20S'V~p)(",y( ~ ~ 7('>(''>< )<)<"Xx )<><)<>(~;~'<Vy~.'V< ~ >0., .." I i '/50' ~ V V .,< ) '(;< A ~.A:A ,~'< V ~XA A ~ ! I' I' I ,___4 <YvYXx..X><XXX'A">< -4" STM '/'<)<')<',>< x:;y.xXvV< c> I' '" ~I I ",<0$ LA r ITYPJ : FF: 452,0 FF: 452,0 ~ ~I I' I g ~ ,~v {J- FF: 452.0 FF{ 452;0 I , i) '0~ I I I (JV J I. :;ix.><.><)<v'<.X/v'YX:'><'..><VY,><'> :.;<y~..xy / 'vyX><XXi'<)Q )<.><)<;X.)<)<X.><.><XXvVX;, _-,...:I;; I 9 I II , . . I . .' I ! __ ,. ,. '" ,. r_.. ,- -, - IT.. J ~ /1" .,; '~p,=-J) . ~ T c /' J .iJ5Q:=: +~,.. _~ ~450, II II ' 1)1$0. ~ \\:.REMOVE EXIS17NG OR~:f~y APRON AND I 57 ~ -. iD ,~ tV ~ REPLACE WITH STANDARD CURB AND CURB INLET 450 ~ SI MH GUTTER SEC770N WITH SIDEWALK PER CITY ~ TFC=449.91 U) RIM=450.17 OF SPRINGFIELD PUBLIC WORKS I4.J 10" FL (E)=447.63 ;:; 10" FL (W)=443.70 STANDARDS. ~ ~ X 21" FL (5)=443.27 0::: ~ 12" FL lE)=444.12 , b -0..: 21 " FL (N)=443.60 <0 "t- "t- ~ <'),. ()\) ~ lx~ ,\'v ~~# ~ '\. / '7", - - -<~-,,,-,',~ ." .,;- ""-~"45 J'_.......... :Y>('~<~xxXXx~Y)(~KX)<~'<"(XX' ~X~<YX"><;':x~~Xv>(><)<:X:X~;>(,)(,x x / ,?\,,) CONNECT 8" STM LAT TO 21" STM MAIN. MATCH CROWNS 8" IE 444.90 fl1 #9.1 10 r-- .. .1 ...- o I 20 , ., ~.~,...-- "~-"'~--'---~""--1.2 H S l' 450 Q STREET cob< ~. ~ GRADING, PAVING AND STORMlfATER PLAN FOR HIATT ESTATES 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3W., SPRINGFIELD, LANE COUNTY, OREGON SCALE 1" =20 I CONTOUR INTERVAL=l' S.W. W..M. REMOVABLE OIL & GREASE FIL TRA TlON SYSTEM LOCKABLE COVER '~"," , .. <J ... 4' ."". ;.4.... v'". .."V 4,.... " 4'" ". SITE STORMWATER PIPING 'FERNCO>> HUBLESS CONNECTOR 6" SQ. GREASE TRAP WITH HINGED ClEANOUT LID ENGINEERED FILL BASIN 24>> x48' x36" D 3" MINIMUM BEDDING 2-CHAMBER STEEL CATCH. BASIN W/FILTER NOT TO SCALE CUT/FILL VOLUMES CUT: APPROX 820 CY FILL: APPROX 550 CY NET: APPROX 270 CY CUT LEGEND -STM- EXISTING PROPERTY LINE PROPOSED STORM PROPOSED FENCE EXISTING CA TCH BASIN PROPOSED CURB EASEMENT EX/STING SIDEWALK PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PA VERB EX/STING STORMWA TER EXISTING CONTOUR )( )( )( k;..;;t :..,.,.. ~ .~ . ...,........,,~.";. .:~...,... rNNN~ ~ Branch Engineering, Inc" Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem Office 147 Commercial St. NE, Suite 10 Salem, Oregon 97301 (503) 779-2577 EXPIRES: DECEMBER 3/, 2012 www.BranchEngineering.com Civil + Structures + Transportation + Geotechnical +Surveying PROJECT NO. 11-017 PAGE 4 OF 6 ~ GUTTER $ 2X3 DOWNSPOUTS \ .' 12 ./ 7~ ~17 / " CUSTOM GABLE VENT 12 7r-/ ~ ............ ............. ............ . ......... " ............. ~............. ......... ",-.. III Ir ~ . .12 ~~7 , ./ ./ /" I ~ ............. ............. ............ ............. ............. ......... I I I , ./ ./ /// ///~~ ././ /--C/ ' ~7'.... /' // .' / '" I . U" I. / I I -- \/ ~ I . EaEa . , , , , I . . . II u '. \ , .---. , . . . 514 x 3 1/2" CEDAR CORNER BOARD '. .~ . mEa J1 I I ' . I , ~ I .. EaEa EaEa I-- I-- f-- - r-- f-- I-- I I-- It., f-- I-- . - EaEa - r-- . - r-- - - r- . I I-- t-- . 514 X 3 1/2" CEDAR TRIM TYP. @ ALL WDW. $ DOORS - ,. I '.' , . 100'-0" F.F.E: 6" MIN. CLEAR SIDING TO GAADE . . '" ,. D.S. ALL FOOTINGS TO BEAR12"M N, BELOW GAADE ON UNDISTURBED SO L FRONT ELEVATION SCALE: 1/4" = 1'_0" E8 E8 D.S. D.S. D.S. D.S, --...:.- - - - - - - -- - - - -- - ~.-:-- -- - - - - - -,- -- - - ---:-" - - - -,- - - - - - - - - - - - - - - - - - - - - -- - _.- .:..:....-- - - - - - ~ ----:.- - - - - ~ - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ___ ----0. _ _ _ _ _ _ __ SIDE I ELEVATION ELEVATION SIDE SCAt._E: 1/4" = 1'-0" SCALE: 1/4" = 1'_0" 12 :c-J 7 , . . . .' " '. . , \ . . '. ,. . I I . . I . .-- E8 Ea rn . rn Ea Ea I . '. I . I . . I . I . . . I '. . . . I , I '. I . . . . I .' . I t . . I I '. I . . . , . . I I . I . I . D.S. D.S. . D.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - BACK ELEVATION WERNET~ COMPo SHINGLES ON 15l=t FELT PAPER . "Z" FLASHING AT ALL EXTERIOR OPENINGS DESIGf 514 X 3 1/2" CEDAR TRIM 1920 HEITZMAN WI EUGENE. OREGON 974 PHONE: (541) 513-27 CELL: (541)285-59 . HARDI BOARD LAP SIDING CONSUL T ANTS N tt X W ---1 {l ~ D ~ I DRAWN BY: BS' JOB NUMBER: CAD NUMBER: DATE: 15 FEe REVISIONS: 1 2 3 4 ELEVATIONS * * 2 P~cl-e.. S cI: " 1 AC -j 1 AC --------- ----------- ----- ------ \ 1 AC 1AC ) 2 PFF 2 RGV'1 2. PFF 2 RGV'1 2 PFF :2 PFF 1 RAK FENCE MULCH ONLY TYPICAL 1 RAK :3 RU 1Q PLO :3 PL.O :3 5 PLO 6.HSO 12 NK 5RAK - - - - - - RUC RUC RUC <1 AMD 8HSO 1 c,c,F 1 c,c,F 1 c,c,F 12 NK RUC r- - - ~ :1 ZS [lJ 1 PCC L ~ :3 PM :3 PM 1 GK5 1 GK5 :3 Rl3S 1 GI<5 1 GI<5 SHH 5HH 5HH 5HH - - - - - - 6HSO 12 NK 8PLO 1 RAK FENGE ~ ~~<:f. (.'\V ,~~ ~~ <0 (j S\ ;j / CJ 1 RAK :3 RU 1 RAK 1 c,c,F LANDSCAPE GUIDELINES Q STREET A. SOIL PREPARATION PLANT BEDS 1, FINISHED ELEVATION OF SUB-B'!06E TO BE 18" MINIMUM BELOYi FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY ro A DEPTH. OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL, 9, PLACE 18" MINIMUM OF TOPSOL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-:5-10-10 FERTILIzeR TO TOPSOIL AT THE RATE OF 20 LeS. PER 1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4, PROVIDE 9" OF SHREDDED Flf<. BARK MULCH OVER ALL PLANT BEDS. THIS INCLUDES ALL OPEN AREAS BETYiEEN AND AROUND BUILDINfSS. PJ...ANT eCHeDU1..e I KEY I GTY.I BOTANICAL NAME TREES I MIN. SIZE I COMMENTS B. PLANT MATERIAL 1, PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED, 2. PLANT SUBSTI1lJTIONS TO BE A:~PROVED BY LANDSc.APE ARCHITECT. C. TREE PROTECTION 1, PROTECT ROOT ZONE OF EXI5TING TREES TO REMAIN. 2. c.tJT NO ROOT LARGER THAN 2" YiITHOUT APPROVAL BY LANDSc.AFE ARCHITECT. 9. PROVIDE PROTECTIVE FENCIN6 AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN, I COMMON NAME Ac.er c,lrc,inatum Cerc,is c,anadensis 'Forest Pans ' COrnus kousa '5atomi' pyrus c,alleryana 'Chantic,leer' Zelkova serrata Village Green' Vine Ma Ie Forest Pansy Red bud Satomi Do wood Chantic,leer Pear Village Green Zelkova 6' ht, multi-stem, B4B l' ht. single stem, B4B, matc,hing, full 6' ht. sin Ie stem, B4B, matc,hin , full 2" c,al. single stem, B4B, matc,hing. full 2" c,al. Matc,hing, limbed u to a prox. 6 ft. AC cc.F CI<5 pcc. IS 5 C1 4 2 1 IRRIGATION SYSTEM REGL'IREMENTS 1. IRRIGATION DISTRIBUTION COVER~GE TO BE HEAD TO HEAD, 2. SYSTEM TO BE OPERATED AUTOt'vIATICALL Y. CONTROLLER TO BE RAINBIRD ESP OR APPROVED. CONTRACTOR TO COORDINATE CONTROLLER LI ::>c.A TlON YiITH OYiNER. 9. CONTRACTOR TO VERIFY METER LOCATION AND SIZE YiITH OYiNER. COORDINATE IRRIGATION SYSTEM POINT OF CONNECTION YiITH OYiNER, 4, BACKFLOYi PREVENTER TO BE YiILKINS C{50-XLT OR Ar'PROVED, LOCATED ABOVE GRADE IN APPROVED ENCLOSURE, 5. DESIGN HEAD LAYOUT TO MINIMIZ:: OVERS PRAY ONTO PAVED AREAS AND TO PREVENT OVERSPRAY ONTO BUILDINGS, 6. PROVIDE SEPARATE ZONES FOR '-IE AND SYi EXPOSURES. I. PROVIDE 18" MIN. COVER OVER I,LL MAIN LINES AND 15" COVER OVER ALL LATERAL LINES, 8. INSTALL INVERTED VALVE BOX SLIMP UNDER EACH AUTOMATIC CONTROL VALVE. VALVE BOX HOLES TO BE LINED YiITH FILTER FABRIC. C1. INSTALL I50LATIONGATE VALVE 1:3EFORE EACH AUTOMATIC CONTROL VALVE. (NIBCO T-119 OR APPROVED) 10. INSTALL MANUAL, BRONze DRAIN 'vALVES AT MAIN LINE LOYi POINTS. 11, CONTROL YiIRES TO BE 14 GAUGE: SINGLE STRAND, PROVIDE ONE SPARE YiIRE TO EACH VALVE LOCATION. 12, PROVIDE 9" SAND BEDDING BELC lYi ALL PIPES. 19. MAIN LINE PIPING TO BE sc.HEDUL1:: 40 PVC, 14. LATERAL LINE PIPING TO BE C~!5 200 PVC. 15, SLEEVES TO BE SCHEDULE 40 FYC... (SIze AS REQUIRED - 4" MINJ. ALL PIPING BENEATH PAVED SURFACES TO BE IN SLEEVING, 16, MINIMUM PIPE SIZE 9/4", 1/. CONTRACTOR TO PROVIDE OYiNE:R YiITH OPERATION AND MAINTENANCE INSTRUCTIONS FOR. SYSTEM, 18. CONTRACTOR' TO PROVIDE OYiNf:R YiITH YiRITTEN OPERATION SCHEDULE FOR SUN AND SHADE ZONES FOR 9 SEASONS AND INSTRUCT OYiNER'=, REPRESENTATIVE ON SYSTEM OPERATION AND MAINTENANCE. 1C1. CONTRACTOR TO PROVIDE LAMIHATED' REDUCTION OF IRRIGATION PLAN INSIDE CONTROLLER CABINET YiHICH IDENTIFIES ZONES. 20. CONTRACTOR TO PROVIDE ONE ~:)EA50NAL SHUTDOYiN AND START UP FOR SYSTEM. 21. HAND TRENCH YiITHIN CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. 22, ALL IRRIGATION TRENCHING YiITHII-l CRITICAL ROOT ZONE OF EXISTING TREES TO BE RADIAL TOYiARD TREE TO MINIMIZE ROOT IMPACTS, SHRUBS matc,hing, full matc,hin ,full matc,hin , full matc,hing, full matc,hin , full matc,hing, full matc,hin , full matc,hin , full matc,hin ,full matc,hing, full matc,hing, full matc,hing, full matc,hing, full grou one male with two females matc,hing. full matc,hin , full matc,hin , full AMD 2C1 AUC 4 BTC 16 BM 28 EAC 8 ICC 1 C:t PFF 8 PLO 92 PM 20 RAK 11 RBB 14 RlJ 6 RGV'I 4 SKJ 12 5GF 11 TO S8 YO 12 PL..ANTINc& L..Ec&END o ~ ~ . TREE SHRUBS GROUNDCOVER GROUNDCOVERSAND PERENNIALS . H50 50 Hemorac,allis 'stella D' Oro' LM 92 Lirio e musc,ari NK 72 Narc,issus 'King Alfred' RC 24" o,c" Rubus c,al c,inoldes 'Emerald Car et' SHH 24" o,c" Sarc,oc,oc,c,a hookerana humilis PERENNIALS matc,hin , full matc,hin , full 20" o.c,. matc,hing, full matc,hin , full matc.hing, full ~ ARBORVITAE HEDGE h ~ ~ ~ h CI) ~ .~ a ~ ffi lL Z ~ w ~ ~ ill :t: 1: U) .c( z Z ~ X ~ 4' SLOPE TO GRAD z X in ~ N TYPICAL TREE PLANTING SECTION ADJACENT BUILDING OR EDGE OF PLANT BED ~ SPACING "D" 3" O.c., 6" O,C. q" 0 ,c., 12" O.C, 15" O,c., J?\. 2 GROLJNDCOVER SPACING DIAGRAM ~ PLAN NT5 RO~"A" 2.6" 5.2" I.B" 10.4" 19.0" SPACING "D" 18" O,c.. 24" O.c., 30" O.c.. 36" O,C. 4B" O,c., RO~"A" 15.6" 20.B" 26,0" 30.0" 41.5" 9"MULCH . (TAPERS TO 1" AT SIDEYiALK) FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) AD.JACENT PAVING NOTE: FINISHED GRADE, UNLESS INDICATED OTHE~ISE, 15 COMPRISED OF. A HORIZONTAL PLANE 9" ABOVE THE HIGHEST ADJACENT EDGE. PLANT BED EDGE AT PAVEMENT SECTION SCAL.E: 111 = 1'-011 U) liD ()Ii }-~}- U)z:r: :J \!) }-~[i zU):r: :S)-Ii (L1i() lUlL lUU) lUli U)::> Z GUY YiIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (9) EACH SHADE TREE 474 Willamette Street Suite 305 Eugene, Oregon 97401 REMOVE BURLAP FROM TOP 1/9 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) P 541.683.5803 F 541.683.8183 PLANTING SOIL SUB GRADE www.DLAdesign.com _~~. \STE:ltpl. ~ 279 ~ .~~ t-< David J: ~O~h ty E-t ~ U ~I'. OREGON ~ Uc ,~ 4.PE A.~\J'Yr COMPACTED TOPSOIL (BELOYi ROOT BALLS ONLY) REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) (0 d) ..- PLANTING SOIL YiITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOYi ROOT BALLS ONLY) SCARIFIED SUB-GRADE 2 X ROOTBALL DIAMETER - MIN. TYPICAL SHRUB PLANTING SECTION SCAL.E: 1/211 = 1'-011 LANDSCAPE PLAN rul o 2 5 10 20 40 SCALE: 1" = 1 0'-0" SCAL.E: 1/211 = 1'-011 CLIENT: Michael Hiatt Phone: 541-484-0219 E-mail: Cf) ~ ~ Cf) lU I--- I--- :$ :t: (t:: o ... o ..J W - LL .(9 Z - (t:: a (j) Date: 3-16-11 Drawn By: EP Checked By: DJD Submission: Revision # Date I I I I EB LA-1 NORTH DLA INC. COPYRIGHT 2010