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Home My WebLink AboutPlan, Tentative APPLICANT 4/22/2011 ~ ~ N lJJ -J I- (J) <t: u HA YDEN BRIDGE RD.1Il III ~ (J) ..c.: rt: o (J) LjJ(J) (J)O ~ O-J C:::CO (J) "T" ST. ~ (J) <t: ~ <t: -J ..c.: ....... l.{) ..c: o "R" ST. III DENOTES BUS STOP L OCA TlON. VICINITY MAP TAX MAP 17 03 26 13, TAX LOT 102 ~ ~ (J) b; YOLAND ST. lJ..J > ..c.: C::: ....... <t: ~ ~ (J) :E Q) "s" ST. NOT TO SCALE \)'\ '\ ,\'v (\ ') \)\) ~ ~~ ,\y 0c}~ \'0G Lu :::> C1.. ~ /;5 6' WOOO FENCE~.. '. ..... _ 1_ _ /\\)1.) _ _ _ ~T , , / ~ <;,\)' ~ (\ ~ \)\) ~ ~'\ ,\y ~~s Gf5 I ~ <0 ~-~'- t...()' ~.;..1 ~'{ r\f::! {~: I,,:" ~-- bo;<::J\)' X 1 6' WOOD FENCE~! ~ bo;~\)' X \) ~\). 4' CHAIN LINK FENCE co bo;<::J\J' X __8" Q c----.-.-.------..---~ '. -451-- .--'----~--.-451..----.- OWNER & APPLICANT: BERNARD HIA 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 "X bo;~\)' ";} t-<<::J\)' X <::J Ix~\)' X '\\)~ ,\y Ix ~\). X <::J 1x~\J' X C\' _ ~ '0') v.-\)." i'>i</'.. '., \>i) )(/'.. '. '.' '. ?:\.; . . . . I . . .'. :, t.. . .... :.:. . ..: :., . . . . :~. J . , .. VACAJED R/W, 10' \J.G~VEL\. 1x<::J\) I.: . .. \ " ---..-....- X'-'-"-- 450 450 '~-8" W --'-- STREET .~- '- '- --- BENCHMARK /DATUM: CITY OF SPRINGFIELD BENCHMARK, FOUND CHISELLED SQUARE IN TOP F ACE OF CURB AT CA TCH BASIN LOCA TED A T SOUTHEAST CORNER OP 10TH STREET AND S STREET. RECORD ELEVATION ::: 451.03 NEAREST FIRE HYDRANT: LOCATED AT THE NORTHEAST CORNER OF THE WTERSECnON 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. I l-- <.f) ~ I "'~ ~ ~" L.. '<;I- ~;. (." T MH NO. 51.38 ST MH RIM=451.38 I 15" FL (W)=444.57. 21 n FL (S)=444.32 18" FL (N)=444.50 I (_'\~'l~/;5 _ _ 6~:OOD FENCE~'. .' _. ~~J t>;'0 '\ . ~ -.....~ . . )<~( }E .':.- ~ - -"/",':.. ~. -- /' .. .' /~ ~"'-~- ---451-~----~/~../ -""A5 ,~---- <....\). J", !~~ ~, . /_/ ~J -~~-=-_~-=-_ - ~ _.~::;:::-..<''':':'''-'- -- .x- ----- ---- X I~ -~~.'-. / -'''-.., / ,---_./ WW MH RIM=450.67 24" FL (N)=4J9.16 24" FL (5)=439.20 12" FL (NW)=440.67 I ~ :s: ~ '<;j- N '\~ G' Sj\J \) N ,\y I ^I~ I * ~~~. .1 I- ~ G <c, - S: ? I I I I / I f ! I _ ! I I- :; I / 2Z; I I ~ , ~~y I r - ! Ixl'l ~ I l' I I ~vV .. ill b<,1x0j. .. ->( , I ~~ 1_ ,,1 ~o~~i I ~I' I.! j ~~~~~. l'~----I~'" , ~.~.'. tG~ ~. I, . I i I - ~ II ~.:. I . ~.' ~ 9.) lx' *-f-' 1"1 E-4~ Ixtl(' l \ .. II j~ , \ r~ .! I' ~ .. M $.: I'" h -1 ...c:: I L t.... ;""1.1 ~.. " . --f-) I I '\\%~<::J. 1-.. f~~~)^I C I i ~~\\. .~y ~! I j1 I I ",c, .. II;: Ixlx~' 60il, /'IY~ '" b<,~' 36' :NG l-- (J) Lt.l <..:> ....~:.::::, .... -w ~---~ I I 1 I I I kJ ~, r rof.o I tx~O; . ~~v , I CA TCH BASIN RIM=448.65 12" FL (E)=445.45 S: ::t::: ~ CA TCH BASIN RIM=448.72 ";) b<~\) . X ";} b<<::J\)' X '\~v Ix~ /XC?> . b( ";}X 1x~\J ' S.Jf. 10 r- .. - .J .... o I 20 --~ ~\~\). ------ ---12" Sf -------.,...-'-- ..... ~ :t: a5 ~~ ~~ ~ ~ "* 8" -- CURB INLET TFC=449.91 10" FL (E)=447.63 ; ~ L-'M-- _L. ST MH RIM=450. 17 10" FL (W) = 443. 70 21" FL (5)=443.27 12" FL E 444.12 21 FL N)=443.60 ----6" w-- CONCRETE GUARDRAIL SOIL TYPES #32 COBURG URBAN LAND COMPLEX: VERY DARK GRAYISH BROWN SILTY CLAY LOAM, DARK BROWN, MOTTLED SILTY CLAY LOAM, AND SIL TYCLA r: PERMEABILITY IS MODERATELYSLOVV;' HAZARD OF WATER EROSION IS SLIGHT. #119 SALEM URBAN LAND COMPLEX: GRAVELY SILT LOAM AND URBAN LAND; PERMEABILITY IS MODERATE; HAZARD OF WA TER 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 ONPLOOD WSURANCE RATE MAP NO. 4/039C1I34 p, THIS PROPERTY IS OUTSIDE THE 500-YEAR PLOOD ZONE. SITE ASSESSMENT OF EXISTING CONDITIONS HIA TT ESTA TES 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3Jf., Jf.M. SPRINGFIELD, LANE COUNTY, OREGON SCALE 1 "=20' CONTOUR INTERVAL=l' ~ LEGEND SITE BOUNDARY - - EASEMENT LINE ~.~ CONCRETE GRAVEL EX. CURB EX. FENCE ~~~'_-_C"'-----'------UGE~'------"- EX. UNDERGROUND ELECTRICAL <:>'? tx" X GROUND ELEVATION (EXCEPT AS OTHERWISE NOTED) -------------.--...- ST-~- EX. STORM WATER LINE -....------.--,-- EX. SANITARY LINE - -W - EX. WATER LINE -.-----'--;...........-.-----,-C1V ---- EX. CABLE LINE --.-.-----~-_.G--.-------'- EX. GAS LINE --------..-oHW------.--------..- EX. OVER HEAD POWER PUE DENOTES PUBLIC UTILITY EASEMENT. D/W DENOTES DRIVEWAY R.O.W. DENOTES RIGHT~OF-WAY TFC DENOTES TOP FACE OF CURB. t><1 WATER VALVE DECIDUOUS TREE ~ FIRE HYDRANT I [Q] CA TCH BASIN CURB INLET -.- SIGN CABLE 1V RISER II @ @ WASTEWATER MANHOLE STORM MANHOLE -II- 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, PA VING AND STORMWA TER PLAN 5. BUILDING ELEVATIONS LA -I. LANDSCAPE PLAN ~ Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 EXPIRES: DECEMBER 3/, 2011 www ~BranohEngin~~ring.o()m. Civil. Structures · Transportation · Geotechnical · Surveying PROJECT NO. 11-017 PAGE 1 OF 6 ~ Date Received: TYP21r-Oex:ol APR 2 5CtL ~ -r~ \. ~ I of ro fJ~ OrigInal submittci - ~ SITE PLAN FOR HIATT ESTATES S.lf. 1/4 OFN.E.1/4, SEC. 26, T.17S., R. 3lf. , If.M. SPRINGFIELD, LANE COUNTY, OREGON SCALE 1 II =20' 10'-1' { TAX MAP 17-03-26-13, TAX LOT 102 ~ l~ 1~' iJi "i '\ / N89Q58'50"\V 194 2~ ~--~_._-_.~/~ . , lot. 3 ' 129 -9' 33'-8' DEVELOPMENT DA TA f- W W ~ f- (/) ...c -P C) ~ DEVELOPMENT AREA 25,211 SQ. FT. 10 r1 ..... oJ .... o I 20 BUILDING AREA UNIT BUILDING TOTAL 3 ' 3 ' 1,308 SQ. FT. WI GARAGE 2,616 SQ. FT. EACH BUILDING 10,464 SQ. FT~ = 42% OF SITE AREA CONCRETE DRIVEWAY CONCRETE. PA TlOS CONCRETE WALKS 2421 SQ. FT. = 10% OF SITE AREA 640 SQ. FT. = 3% OF SITE AREA 744 SQ. FT. = 3% OF SITE AREA j TOTAL SITE COVERAGE BY ALL IMPERWOUS SURFACES PERVIOUS CONCRETE Q STREET EXISTING 6' VI[][]D FENCE CDNCRETE GUARDRAIL SITE DIMENSIONING PLAN 1'" = 20'-0" LBGBND EXISTING 6' VlOOD FENCE 'v~ ~__ __-*_._,_.~~~Q58'50;~ 194.28 EXISTING 6' 'JOOD FENCE ><,_.....-_-)~~~_. ... NEIJ 1. CHAIN LINK FENCE \ ~~:~;::_j=:~.l ~N..<~M <xXX yV y. ' .' "X 'XX ~ ---,-~-_.._-- --3~~.____-==l___.,..,~_.. - , / ooA~~. .ecNe.: ~~N.c!: :cCNc~' i r!.ATla ~~,\~Itl. . P~J~B ~eJll:t ~ ~j i~X'<X5<><)::>0"<>O< :<XX)<> , :S<~T>~tiR'\>;X>(x) O<)O(X5Q<X)()'~ / ~ t'- 1>< UNIT 996 S.F. UNIT 996 S.F. ><x """ ~ I'-- 1)< 2 BEDRM. 2 BEDRM. ~ "' ~\ g (J) I UNIT 996 S.F. UNIT 996 S.F. ~. >: ~ ~ I GARAGE NO PARKING GARAGE NO PARKING- ~ ~< EXIST CONCa >Ov~ ~fu0< " [j' ~~~~ LANE)< X,)~~~> Sfxy0'< ~~~~ LANE ~ 4--4' SIDE LK I , ~~~~)XXN / ~>9<XxX>~~~><:><> J~ ,I: I VISION CL ARANCE TANGLE X '. ~~ ..i': \t ,L~'~ ..l!S"<~:..6>-'" . '. '. & .' ~ . ~ '< )...;.A~ ,.l~ ~ .(~ ,: . " .. 80" PER SDC .2-130 I I '>: 4'.~': 71 .....ft.II~y~r\tfi~~ .../1-....,' '. ~._.. ~ '\. :~~n~l:(~ ~"I:. I' .' " y y )II' y '~)" . .... / !'t.. , l'< >.. l>.. Y X tE'h,Y'",", . . 'I I ~[NC. ~~~~ CONQ..~ . / . ::~~NC, ~~~~~ CONI!,\ · r~~6~ ~E B cg~~. f- .WIILK ~~ IJAL~_ ~ ~\yllLK ...A"~~~ IJAL.({', )( 1/ i / DRIVE w I I Ys..Y>.. Y>.. ~~'9\.W Y)..' i0..Y>.. 'Y>. 'Y">. Y>..Y>..Y>.. V).. Y'S.. Y>.. W~~ Y>.. Y>.. Y>.. Y>.. Y>.. v... Y>.. Y'), ': " '7;' :~:' w ~:<. ;(i: ~ \-.:~' ',..~:: :t~.~.?,..~.~.::. ~ ' \. ~~~";~"..; :/ :::: r. ~.:t~;, .~~. :. '.:.:~.'t :.: -;"(. ;'. ,:~": '.(:~ ":'~ :t~.~:. ';'.;':i: t ;":: :'J: ~:A' ~ f:: ';}>~.~ ,.~J. f; .~ .:J f: ).:;::7 g:\ I I .,,:-: >~ .::.. ~" .;.. .:~ .+.~ :.: "j ;:. ~ ~:: :,.:" :~: ~.': ~ ~'..; ~ :;'....: ..~:.t~ti.NeRp:t;:) D~!V'E.' ~ '< '.. .~.: . '~. ..: ": ~ 't.. :~:-:: < ~ '~::' -; :.:. ,;. <\:t !" .,.:n .. :; ..~ ~. (/) ~;t ~t' y ~ : :: : :.: ~ ~; !; /:;:' :;~ .; ;~~ :'~ >!;~; ::: t~.:;.~ .: ~ .: { :~:~:~ ~: ~~ ..~;;: :;:. ~~.~.~" ;.~: ? :i~" f. ~: '.:_"~ ::?...~ :'::~: ;: ~:~/;. ~~t.; ';T '?;' !~.:t ~::} ~:~~. ~;: '::. s: I I "N~~.(V.0'NNNNNNNNN~NNNNNN,l""':'i.;, I I .,ct NC, - ~~~/ CONQ,~. ~. :~( NC. ~~~y - CONC;l. J, \ . ~ 'tl~LK "It ~ ~ ~;,{.~:..('< WAL*\''\. :~~LK '< ~~;.,'("'" fY ., VlALK" ;/_, ,,~.Jl: . ~ 'fAo ~ltl~'0>"'" : ~ <' '" 'f. "': I '<..1/1 ~... u; ~ y.,,1' t.. "t. / / I /x / . :."'~:~ ~~~~~~ ':--..:: ~ x: :.~.;.:. '9"<0 V y< ~ .'4:': 0$ VIS. ION. CLEARA. NCEj..T...,.R.,...IANGLE X><x>0"'O~~~~~<>x. X .2::YXX.X>V~X?~. ..~.~.~;>y~KY0<X><>, /"') r-'. PER SD 4.2~130 I X:<-\("'KX\?\iX><><.~ N.[] PARKING )<:xXc~:X~'/'/''x' x: NO PARKING- .1: GARAGE. ' ,- FIRE LANE " GAR"A ~E 'v v" " FIRE LANE ~; '. NEVI $' WROUGHT ~t~tJN 624 S.F. < SIGN 624 S.F. SIGN 7( FENCE II 2 BEDRM. 2 BEDRM. UNIT 996 S,F, UNIT 996 S,F. 2 BEDRM, 2 BEDRM.. I EXIST S1'!lP SIG I ~ x UNIT 996 S.F, UNIT 996 S,F, x' . / ' ,. '~j" I : &><><><><><>..-JO<X~ ~XXX >o<x>oI:XXXX><X>(..'<><X.-<'; Y:><>9<: O<XXX XX><>O ~ i/ .. .' EXIST FIRE ; ~PNC,. FQNP.. e:bNC.: OONC' -,/: HYDR T Ii P~1tB .P,~'fl[J 'Q~; l'!~tllJ P.:&tI~ ~ ---- ,.~. .....l I.......~ .~< - ~< ><~-=::::';/ Ng9Q58'5 ~~\V194.2-,:~ -~~ -:.'., b~ '-_~~.." q'7~':~< . ..' \.\~ '; ~XIST STREET I .~ '\-- . \" \ fIGHT~ EXIST. CON~ & EXIST! PO'v/ER PDLE SIDEVlALK~ I AASHTO INT~RSECtON SITE DISTANCE EXIST. BUS STOP T 20' VISION iLEAR NCE TRIANGLE )( "- / ,\ / :::,1 (J) (\J ,.-f +91' ~ ~?' ...q- o o 01 o 0/ (/) EXISTING 4' CHAIN Ll Nti: FENCE) I 60' FILBERT CLUSTE~ ,;r , " / .~.. .. ,"'7.<: \-. EXIST. ClJRB CUT -T[1 BEREMOV2~ NEW 5' VlROUGHT - IR[]N FENCE Q STREET SITE PLAN 10 = 20'-00 14269 SQ. FT, =57% OF SITE AREA 2770 SW. FT. = 11% OF SITE AREA EXISTING PROPERTY LINE PROPOSED CURB EASEMENT PROPOSED FENCE EXISTING SIDEWALK PROPOSED CONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PA VERS EDGE OF BUILDING EXISTING STREET LIGHT EXISTING STREET SIGN EXISTING FIRE HYDRANT EXISTING DECIDUOUS TREE ~ ~ Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 EXPIRES: DECEMBER 3/, 2011 www.BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying :--' APR22 Date Rece\ved: Original submittat- - PROJECT NO. 11-017 PAGE 2 OF 6 ~ ~ II h 0} Co -~-----15" ST T MH NO. 51.38 ST MH RIM=451.38 I 15n FL (W)=444.57 21 n FL (5)=444.32 18n FL (N)=444.50 I ~ ~.,. I S:: ~ " ":!- C'I WW MH RIM=450.67 24" FL (N)=439.16 24 n FL ($)=439.20 12" FL (NW)=440.67 I ~ '" "*' C'I I ~~ I t><~' Ix: ~~ I I h (::;:. 'J) I " S:: '\ C'\,f I ~~ I ~ C1.. S:: ~ CATCH BA$IN ~'. 'vi I RIM=448.65 1.11: AI: . ~ ~ S:: 12" fL (E)=445.45 K."'-; ;, ; WW MH - I .. ~ I ~f}1Fr&f;442.13 I I W---c.---'; I 8" FL (W)-442.J5 K 0"" ': -( HEDGE '1 -: ;~- :1 ~ " I j o-~ ~Cl}/ I ; r<><><x,</'()(,.,<xx><><x>< >( /, I \-1 ~ . ~--'- ; '----....... I , 1;7 ~ 2~H:~~~ STEEL >< FF: 452.0 FF: 452.0 I ;;- ~. ~~.I ~-'"_.. - --w.' .... -~l' CATCHBASIN WITH FILTER. II ~_ FF: 452;0 SEE DETAIL SHEET 3 (8) 3/4" WATER E-4C'>l I I "- GRATE: 448.87 METERS I Ii r':;; I X X\(>v~x; ~1;' FL: 446. 60(E) <v~~<> :.>(><>~~>(~ . I' ~ ...., J. tx ~~~yNA ~rf0;Py~~~'V ~ ~ I I ~~ ~~~~ ~ x, y~. ~~~~~ U\,I I . I~ gl ~~ Y~~~~'I-~ t>-I-'~~I-~ ,I _., ._____-cONNEcT 8" STM !AT TO 21" ~~~~~).. / · ~Ih ~~J~~;;;;::-<fx JUT. - .~": 2" WATER' I ;::7: STM MAIN. MATCH CROWNS y",- Y A >. 'V '\0. Y Y Y "'- "'- y "'- y >. y>. >.JUT y >. y y 11.. y>. y>. y>.. y>.. >-. y >... y y y>- .>-.Y)' Y !>" X ')" . >.. y XY }..~~ ' . ' . I~ ~ 8" IE 444.90 .. .,.... ",'~"'..' ........ ,..... ......~.;.....:... .~... .~." .:\.~....' ~'.~ ;- ~ ';;'>"'4~ "'"" ..:8.((.... ;?i,' ..'t"...' CONCRETEDRIVE4"'!...."..~ r:;,-f>: ~ ~ ~l. ~:.::..:~~.:fA:.:.,!..:~.:.;.:..;:."........A~. ~.. "GA'STM"'4.J"4'~"~':'"'' .........:.. '..:,:.ff." 8" STM :.; A'.f.'''. ..' ".,'....,....... ' :s:: :..~~.. ....: :..:~ :11JvF;:o.t}...........fl. ~ 'S~ ..... ...:.......~:b.. .~ ......., . ~., ~~... ............;-. .~.>..::......~:...;....4-~......$, ,/y.~: ~, -:.- ~ .:0 .. -,:!Jr" ".......... ...... ~. . ~r' "~__,..:~-..:!.A'.........'" 4""'-~....-r"'" ,- ....~_f: c-<'._~., ~''''II "---'-;"'~"""~' ..-' . ,,:-;:--l .. ~,~.~. .....~..... ~,:-;;-;-. i. tp .: :;;.' .Y... :. :! /': / :'t:.4.~'?~{;.)~ <s;;.._.... . ~ ~ : ..:' >~':.'.....> ~ . b.. ,... '. .:~. ~ . 't;. ." ..... ~; . ::.4::.", '": 4'. ~ A\~ ;". .~: M; :...~ . ~ ':...(.. r'~~. ;'-. i: J ;.'\.... '!. 'I -6" IE 440.70 ... ......,...~.: ....;...SAN'...'4'.:. ..... ::.4"'. ::~.:':..'!....4>-4'..<\.. .,;..':.:' ',' :.01'" ...~......;' .,..'SAN....~: '-:':" ....:. .........:. i. ~ I'( '.' ~tf.;~. 60..JI~/W..',"." MATCH CROWNS . .. .. .. .. ", . It ~ ...... ....... '.." ....... ..... ... .. .. .A .. .. ... _'~ :. __.,. / ,r. y ~Y2Y. N x-y~~ AY '^LV N.,( ~ ~YN ;--..<J-..7N 'tv')V lY''}'../, pT ~ W'~~~R~ ;V lY: '~LV" ~y 2V LX' N'2'<~ / ,'':c' 4':_~ "IE 444.50 \Y~~~~~~/ · (;Il "'-Yl-~!-W ., I ~ ! y,~~~~ ~ ' ~~;~~.~ ../ 36' VlNG I.. I '~ ~ ~~~ ~ g~X1 \lX<X>X ~~~ 9<X>Q< I I I ~ I , ~ AA~ ~ ;$: rQ ?/ N' . '" ,~~ ~ X ~ /. ~ :' 0<><><XX><>X~~~t~)<XX .)< l\___ v>(' ,v<XX,>>~~~~)(X>(~~~: ~ I I, ~ I '\.v x~'<5f5OOOO<:; X;; <.) t:>C~6~~3~AJ? :x:><)(x:,:<,y;XxXX /AT (7Yp~"" I "'I' / ~ L4- STM ~ ltJ JUNCTION BOX (TYP) ~ I is, : I I ~ I 'r:f LA T (TYP) G1 FFz 452.0 FF: 452.0 WW MH .:)<. 1/,,"1 I I I ~ "v ,~ FF' 452 0 FF: 452.0 / RIM=44. 9.28 / ~/ r-.... / -- STOP SIGN I .. r--;,.. 'I I / r-. " I'\l ~ .. )< 24 "FL (N)=4J . ') ,,\ V " V ~~rr-- ~\)X . 24" FL (SW)=4'1 '38 l~ ! / i' I \mt~~ ,-110' VACATED R/W; 10' PUE . GAS . LINE TO 8" FL (E)=439., ' J . /I 1"- . E RELOCA ED . .."]J ~. ~1 . . \... ,1 - / 1/ " '\ ~ I '~.,.['IJ .,;Z:~:l ,-- 2" G -- -------.--,- \ 1----------.---' ----------,.. --L/.~//..~ Ii! .;.J~" ___~ _~ ~ I ~ \.\.~ V, 1='r: . / '\./ ,,,. ,/ ii,../. ....... /.. ...... /.... I TP. I ,/ 7/ Ir- ,ilIA! --- -f[.,' ww~! "-~'I.II. .~ ',.,.~,Imv"-,, - .,. 21 n ,~- ~ f\ '~,"'" T~ >:~~i/ 'l91//.,m X r--~--'::'--=--,--= ~TRANSFORMER TO BE APPROXfM~TE LOcATlON/ '.' II I-IV $1_ s~-- --j...--.U---.-----12" ~~t~~!!~~}!s~~f~___ OF RE~~~r_~~s L::B ~~~~ ; -;1- - ~:.~"!,MH t_ - -'-'-6'. w-- -- Q STREET ~ TFC=449.91 7 . ~ i . ~ RI'1=450.17 ..... 10n FL (E)=447.63 , '" C'-J ~~ _Ii /'?- / / I / TELEPHONE/CABLE CONDUITS ~ C1.. . '\ I;7n' CATCH BASIN 'V RIM=448.72 -Ill ;~I I I <0 ~ ~ L .-:.' WOOD FENCE~_ ~_ _ _ v ,----X- >( 4j 6' WOOD FENCE:i ---- -I--- - - - - - . 4~ -''''H-f~ ,,' ,(---'----)~ )< -- -- ) X<><X)O<><><>G'<><><)(XXX ><~XX>:.> 6; WOOD * I FENCE~~ f " / ~k I 4' CHAIN LINK FENCE ~ -------'--- 2" G SUBGRADE 8" w- COMPACTED GRANULAR BACKFILL ~ tx<?> . ~ CONCRETE GUARDRAIL NO'l'BS 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. TAX MAP 17-0.3-26-1.3, TAX Lor 102 ~ ~ UTIUTY PLAN FOR HIATT ESTATES 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3W., SPRINGFIEW, LANE COUNTY, OREGON SCALE 1" =20' EXISTING PROPERTY LINE PROPOSE JOINT UTILITY TRENCH PROPOSED SANfT AR YW A TER PROPOSED STORM PROPOSED WA TER EASEMENT PROPOSED FENCE END OF PA VING EX/S TlNG SIDEWALK PROPOSED CONCRETE SURFACE X PROPOSED PERVIOUS CONCRETE PA VERS [WI EXISTING WA TER TL S.W. LBGBND ~JUT- --8- SAN--- -STM- )( """"" t~.~~.. ~:;:.~t~:; ~~J ~~2J --. w "--- EXISTING STORMWA TER _24. SAN EXISTING SANITARY WATER OHP EXISTING OVER HEAD POWER 499-/.;1 EXISTING CONTOUR WA TER LA TERALS TYPICAL JOINT UTILITY TRENCH DETAIL NOT TO SCALE NO TE' I. PIPES WITHIN TRENCHES MA Y BE STACKED PROVIDED ALL APPLICABLE CODE PIPE SEPARA TlONS ARE MAINTAINED. · MAINTAIN MINIMUM COVER AS REQUIRED BY CODE EXPIRES: DECEMBER J/, 2011 G'..'..'.. t } EXISTING GAS METER EXISTING SANIT ARYWA TER MANHOLE EX/STING STORMWA TER MANHOLE EX/STING CA TCH BASIN EXISTING POWER POLE EXISTING MAILBOX EX/STING WATER VALVE EX/STING WA TER METER TAX LOT rAVEMENT SECTION . C1) ~ cr: ~ W.M. 10 I ~..... o I 20 ~ Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 91303 (503) 779-2577 www.BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying i.. I Date Received: Original submittal PROJECT NO. 11-017 PAGE 3 OF 6 ~ ~ PERMEABLE CONCRETE PAVER (AS SPEC'D BY OWNER), WIDTH VARIES <k. .7' 7' 5iI GRADING, PA VING AND STORMlfATER PLAN FOR HIATT ESTA TES S.lf. 1/4 OF N.E. 1/4, SEC. 26, T.17S., R.3lf., If..M. SPRINGFIELD, LANE COUNTY, OREGON SCALE 1" =20' CONTOUR INTERVAL=l' 3' FULL DEPTH CURB PER CITY OF SPRINGFIELD STD DWG 3-5 3' 41/ THICK COMPACTED BEDDING LA YER -ASTM NO. 8 AGGREGA TE. ALSO USE FOR PAVER OPENINGS. COMPACT WITH PLATE COMPACTOR PER VIOUS P A VIER (SEE DET AIL THIS SHEET) PER VIOUS PAVER (SEE DET AIL THIS SHEET) FIRM COMPACTED SUBGRADE CR. BASE LIMIT & EXC. LIMIT TYPICAL PRIVATE STREET SECTION(TYP) NOT TO SCALE 1/ THICK COMPACTED CRUSHED ROCK 611 THICK 3.000 PSI FIELD STRENGTH CONC '" ~ r ~:' ',,' v J 12" - v '" COMPACTED ASTM NO.57 AGGREGA TE BASE - 12" COMPACTED THICKNESS. COMPACT IN GII LIFTS TO 9/% RELA TlVE COMPACTION PER MODIFIED PROCTOR -:: !I l-- C/) GEO TEXTILE FABRIC COMPACTED SUBGRADE T MH NO. 51.38 ST MH RIM=451.38 I 15" FL (W)=44.4.5,71 21" FL (S)=444.32 18" FL (N)=444.50 I I I PERVIOUS PAVERS DETAIL NOT TO SCALE I ~ INSTALLATION OF PERVIOUS PAVERS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPEC/FICA TlONS AND RECOMMENDA TlONS ~ ~ \)<J ~ ~~ ,\y 9-~ ~\)d .....\.s f\)0~ G~ I " "" (j'\ '\ ,\y ~\ I \ I / I CATCH BASIN~I - \ I If RIM=448.65 L. - \ I 12" FL (E)=445.45 ,\ I t 7 \ I ~ I j jTl~---t-w ; _ _ _ _ :sf2- - - - --sll- - - - - - ----:-,o'l-~ - - __ .:p - - - - - -;:;;:("'--- ~ -- ",~o, '<t- :::::". , f t'o '" , .\{ t' -~< ~___-:)~(___ " 7-(~'o~ . .'" )( /~ ,'0:", .. )( ')~ )~ . ~~( /" \ '1. ') ~~,.' II~ '1." II ' I (~\), ,~), AC..,/// ! \>:10< _ _ _ --1:2 _ t>i~' :Is' . ......~../ Tv I '\. " .b<: I .' l~~ .'. __/~--... . / >c." X I' - F~-/'V^vV'''V'V~~~XJ<X><X><)Z/V~7~^'^ -- 1>(>0<><x)<)(>0 '~ -I "'. 7~ <) v~/'.../'\../V'\../"/V"", 0 I! h 1- ::::J '\ >< FF: 452,0 ~) I '} ~ I .k'())< .~'^ :~ 2-CHAMBER STEEL FF: 452.0 !l ~l-- !>t'- <)tj~)< CATCHBASIN WITH FILTER. FF: 452.0 I ~ FF: 452.0 SEE DETAIL THIS SHEET [, ~~ I V GRATE: 448.87 I ~', I I ~IJ<><XX"y8" FL: 446.60(E) x')( :r)~>0\():)O<Y~'<: . I - tI) ! m I J: J<XY00vO~~XE]N~x'~ <xX>6~~.. I I 1 I ~ I I / ;A~~'Y\ I r<V~~ I _1M '\- \ >--' PERVIOUS PAVER ~ ' ;. x i< PERVIOUS PAVER;'" C:l I ;- ~ ~ II ' ~ './ ~~ DRIVEWAY ~ ' '/~ ./" r< DRIVEWAY ,~ 4) ~ fUV: ~ ~~ " . ~ /~ I C I --CONNECT 8" STM LAT TO 21" 450.02 ~~~ .'. . '" ,~~r~~ .. ,;' ;/' f ~ ~---- STMMAIN. MATCH CROWNS ~~.,;;~~ ~~~~~~~V~lrE~ ...... ~ ''j,'_,'~,:.' .1rJVi.J;O.f'f'.............T.. (Ji~ ...."'.. -:.;~: .4'.,.,'''~~; '40"'" '} ..... ...........~ 1II"~>..::~."'>4:...""...... .....x}.~ ;..,~. I fLfV: ~. ~-'~~""';' ',,' '.' . . ~_,,:.....__4- ~"T ~<I-~_ --"--~--'--: --"'", ~...:"'~..",..-~'......~...-- .---, --....:':~ ,-.-:__.......4... -~Ai.,-- ---.-.............~ . ,,'. ~~.:....- >-~~..::1'"t:J..ft.:...448:6:J~J. ...~.r"': ..:~:;....,g.:.: ":..4- , :~...~.'!:~...:......"'..:..:4.....:...~:...~: .M:.&~:~.~.:...~.."'..l"...~. .......\1-_ - #9.82 -....... g: .,;"....;::..... . :- ~;' ....~: .... .. :' ~"'.' .. . r... . I".. ~..~ ..:"...: .:.,: :~. \~ '. .... '4 . ". .4 .' '.. " .. ~~. 4:.. '4:-. -.II'. <:t,,:. . l: f.,A ~ .... ...,. ., : .."':: .' .......!'. ............ ."~' : .. . '- :'. :"!:.;...4:~.....;!'....~:..~.~.. ;...:":....: ...;~..:..~.: ....:. ...">":;.:d....;..:.;..~,:~...4...~:.<t:~..~...'!.H..:.:....~ .4\...... ..~. ./:..:.' EXTG:.f49.70,:'.' . .:......."'... 60' R/W \..... , fLfV: Y)\'~VN'~~2'V'LVN'N2"c~~v~v;-..yN')\72'YNLY!'LY.J'.TrvrN'~~~YNNX,]\Y^YN'N'~7~' .:~.: \. 0,'0'0450.02 ~~/'.. ~ ~/ . --' ~. \ '\./txk. ~~ y~;<' '. /' I ~~ 0PERVIOUS PAVER ~ I ,/ .Ig1kk '<v' PERVIOUt PAVER ~ ~0(~>< II 36' f,4VING ~~DRIVfW,~j!\Y ~~ <; ~>" DR~/VEWAY <~ >2'< 4S.0'c...J I ti ...~ I "X >"N2 >-.. X 'l '- / I X . Ol~XX>'Y :;;<><X ><:~'<>(5.6 ." . X~; '<~ A~~<><XY)<.><5<> ~X)( ~I /, ~45 X><><x.'<>~ r.< ~ ><XXX-'<)v"/~]-.7,J''v ; I I <X '-4" ~TM.", '\\ 'X \. I / ff LA P. ,:~T'(f) .,"., ~>-< FF: 452.0 FF: 452.0 >: /""' \' I )( 'l~.,~ ro~ ".~~<v~ FF: 452.0 FF: 452.0 t ,': ;,.' '.' '\\ ~~' W.~ ~ 0' VACAJED Rjw, 10' pJ..' . . .;.c.r /.... :, '::..: " X>O<><vVO<l>< ><)()<><X/)()()(Xx)6()(+' , \ OC'0<)<XX><><>O<XX'v'(X)< ><XY~'<v~>OOO()<X:)(X>() 7 . " ,I, ; ,,\ " " .,/" " , ff .. fRol)).. . /...,,= "7 . . - .Pi /,"'<1::;:: 7....- -... - - ).1"' l7T" y",,-~ '-I'..I.~>/) .; oJ ./ l. \ 450r;;, '...~ ' .. .... ...;..1')0 .' II II \ I \ - -450 ~ . L REMOVE EXISTING DRIVEWAY APRON AND . 450 REPLACE. WITH STANDARD CURB AND GUTTER SECTION WITH SIDEWALK PER CITY OF SPRINGFIELD PUBLIC WORKS ~ '~~ Cl:~ '0 .. (.Q '<:;f- ":t- I 20 ! l-- U) '\~ \J'\ ~\$ \.) ~ ,\y ~ 1-- (j\) y\J ~'\ ,\"v .... / '- ~ I ~ ~ ~I Lt.J (;) ::::> "7 10 I r........... o t>j) i>llx10' I ~.. 7 m~ 2' ~ rr>, j '" -""-"'11 w w' -y,' - - . ~7Y ,,, . =7.:'0...,. '" /, .J!>o,'O \. ~ 1-- '510; ~ . ~ I · \: __ ;...'t1t_ SO ~~ 0~c; W ~ ~- ST MH C/) RIM=450.17 -. 10n FL (W =443.70 ----12" S T --..---'---,------'-, - . sr 450 Q STREET CURB INLET TFC=449.91 10" FL (E)=447.63 r-~-"--~~--451-'---'- ---:- ---_._-;_.._-,--_.--~.. ,~-----_.. l-_---,~~451-.. STANDARDS. ~ TAX MAP 17-03-26-13, TAX LOT 102 REMOVABLE OIL & GREASE FIL TRA TlON SYSTEM LOCKABLE COVER '~"," , ,j , " . . .; '. v <1' <>: " 4. ~. SITE STORMWA TER PIPING " FERNCO" HUBLESS CONNECTOR 6// SQ. GREASE TRAP WITH HINGED CLEANOUT LID ENGINEERED FILL BASIN 24' x48' x36" D 3" MINIMUM BEDDING 2-CHAMBERSTEEL' CATCH BASIN' W/FILTER NOT TO SCALE EXPIRES: DECEMBER 3(, 201f CUT/FILL VOLUMES CUT: APPROX 820 CY FILL: APPROX 550 CY NET: APPROX 270 CY CUT LBGBND -STM- )< ~,,"""'r .~~ ~. '"] . '",_ ......'A'.';" I .: '. EXISTING PROPERTY LINE PROPOSED STORM PROPOSED FENCE EXISTING CA TCH BASIN PROPOSED CURB EASEMENT EXISTING SIDEWALK PROPOBEDCONCRETE SURFACE PROPOSED PERVIOUS CONCRETE PA VERB EX/STING. STORMWA TER EXISTING CONTOUR ~ Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4312 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 www.BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying PROJECT NO. 11-017 PAGE 4 OF 6 rlJ Date Receive : 2 2011 GUTTER tt 2><3 DO\,\;'NSPOUTS CUSTOM G.ABLE VENT 5/4 x 3 1/2" CEDAR CORNER BOARD 5/4 X 3 1/2" CEDAR TRIM TYP, @ ALL WDW. tt DOORS - 6" MIN. CLEAR SIDING TO GRADE ALL FOOTINGS TO BEAR 12" M GRADE ON UNDISTURBED SO D.S. , \ , " '" ~~7 / '\. ~7 12 127 7G 7G , ~ ............. "-.... ./ /' ~ ............. ./ ~ ,~ , ~ /' , ,,~ "-.... /' .. /'" /' " "" "-.... ~ ./ ~-0/ "" : ./ , '. ~, "-.... '" /' 7'-.... ~ /. ", ""< "-.... "'-.. . , , " , ,/" // , 1 I , I 17 tf I , / , I , II , , I , \ ' , \I <:::::::::::: ...-- ' , I .- , , .. I -- \/ ~ . -- " I , , c' I , EE EE , EE EE EE EE EE EE ~ ._-- EBEa - !- , - - tEtE 11 , 1 AC ---------~~-------j------ 1 AC 1 AC -------- --------- ----------- 1 AC 1 RAK , \. 2PFF 2 R6V"4 2 PFF 2 R6V"4 MULCH ONLY TYPICAL FENCE 1 RAK 5RAK UC 6HSO 12 NK 1 RAK 9 RU 10 PLO 9 PLO 4 BTC 9 9 PLO 5 PLO CiAMD 8HSO 12 NK RUC 1 ZS 1 C,C,F 1 C,C,F 1 CK5 1 Cl<5 SHH SHH 6HSO 12 NK 8PLO 1 RAK FENCE 1 RAK 9 RU 1 RAK 1 C,C,F LANDSGAPE GUIDELINES Q STREET A, SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB-BASE TO BE 18" MINIMUM BELOV'i FINISHED GRADE. 2, TILL 5UBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 9. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIzeR TO TOPSOIL AT THE RATE OF 20 1...6S. PER 1000 SF. ROTO-TIL.l.. AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 9" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. THIS INCLUDES ALL OPEN AREAS BETV'iEEN AND AROUND BUILDINGS. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SI;zf;5INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LAND5CAPE ARCHITECT. C. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING 1"REE5 TO REMAIN. 2. CUT NO ROOT LARGER THAN 2" Y'lITHOUT AFFROV At.. BY 1...ANDSCAPE ARCHITECT. 9. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. PLANT SCHEDULE I KEY. .1' GTY.I BOT ANIC.AL NAME TREES AC 5 ce.F Cf c.t<5 4 pc.c. 2 Z5 1 Vine Ma Ie Forest Pans Red bud Satomi Do wood Chantic.leer Pear Villa e 6reen Zelkova 6' ht. "ht. 6' ht. 2" c.al. , 2" c.al. I C.OMMON' NAME I MIN. SIZE I COMMENTS IRRIGATION SYSTEM REQUIREMENTS 1. IRRIGATION DISTRIBUTION COVERAGE TO BE HEAD TO HEAD. 2. SYSTEM TO BE OPERATED AUTOMATICAL.l..Y, CONTROLLER TO BE RAINBIRD ESP OR APPROVED. CONTRACTOR TO COORDINATE CONTROLLER LOCATION Y'lITH OV'iNER. 9. CONTRACTOR TO VERIFY METER LOCATION AND SIZE Y'lITH OV'iNER. COORDINATE IRRIGATION SYSTEM POINT OF CONNECTION V'iITH OV'iNER. 4. BACKFLOY'l PREVENTER TO BE Y'lILKINS '60-XL.T OR APPROVED, L.Oc.ATED.ABOVE GRADE IN APPROVED ENCLOSURE. 5. DESIGN HEAD LAYOUT TO MINIMIZE OVERSPRAY ONTO PAVED AREAS AND TO PREVENT OVERSPRAY ONTO BUILDINGS. 6. PROVIDE SEPARATE ZONES FOR NE AND SY'l EXPOSURES. ;, PROVIDE 18" MIN. c.oVEROVER ALL MAIN LINES AND 15" COVER OVER AL.J.. LATERAL LINES. 8. INSTALL INVERTED VAL.VE BOX SUMP UNDER EACH AUTOMATIC CONTROL VALVE. VALVE BOX HOLES TO BE LINED V'iITH FILTER FABRIC. Cf. INSTALL ISOLATION GATE VALVE BEFORE EACH AUTOMATIC CONTROL VALVE. (NIBCO T-119 OR APPROVED) 10. INSTALL MANUAL, BRONZE DRAIN VALVES AT MAIN LINE LOV'i POINTS. 11. CONTROL V'iIRES TO BE 14 GAUGE SINGLE STRAND. P~OVIDE ONE SPARE Y'lIRE TO EACH VALVE LOCATION. 12. PROVIDE 9" SAND BEDDING BELOY'l AL.J.. PIPES. 19. MAIN LINE PIPING TO BE SCHEDULE 40 PVC. 14. LATERAL LINE PIPING TO BE CLASS 200 PVC. 15. SLEEVES TO BE SCHEDULE 40 PVC. (SIZE AS REQUIRED - 4" MINJ. ALL PIPING BENEATH PAVED SURFACES TO BE IN SLEEVING. 16. MINIMUM PIPE SIZE 9/4". 1/. CONTRACTOR TO PROVIDE OV'iNER V'iITH OPERATION AND MAINTENANCE INSTfiWCTION5 FOR SYSTEM. 18. CONTRACTOR TO PROVIDE OV'iNER V'iITH V'iRITTEN OPERATION SCHEDULE FOR SUN AND SHADE ZONES FOR 9 SEASONS AND INSTRUCT OY'lNER'S REPRESENTATIVE ON SYSTEM OPERATION AND MAINTENANCE. 1'1, CONTRACTOR TO PROVIDE LAMINATED. REDUCTION OF IRRIGATION PLAN INSIDE CONTROLLER CABINET V'iHICH IDENTIFIES ZONES. 20. CONTRACTOR TO PROVIDE ONE SEASONAL. SHUTDOV'iN AND START UP FOR SYSTEM. 21. HAND TRENCH V'iITHIN CRITICAL. ROOT ZONE OF EXISTING TREES TO REMAIN. 22. ALL IRRIGATION TRENCHING Y'lITHIN CRITICAL. ROOT ZONE OF EXISTING 1"REE5 TO BE RADIAL. TOY'lARD TREE TO MINIMIZE ROOT IMPACTS. . SHRUBS GROUNDCOVER AMD 2Cf AUC 4 BTC 16 BM 28 EAC 8 Ice. 1Cf PFF 8 PLO 92 PM 20 R.AI< 11 R.BB 14 R.U 6 RGY'l 4 SKJ 12 SGF 1/ TO 58 YO 12 PL..ANTINc& L..cc&cND o ~ ~ .!'. TREE SHRUBS GROUNDCOVERS AND PERENNIALS . PERENNIALS HSO 50 Hemorac.allis 'stella D' Oro' LM 92 Lirio e musc.ari NK 12 Narc.i~sus 'Kin~ Alfred' RC 24" O.c.. Rubus c.al c.inoides 'Emerald Car et' SHH 24" O.c.. Sarc.oc.oc.c.a hookerana humilis matc.hin . full matc.hin . full 20" o.c.. matc.hin~, full matc.hin . full matc.hin . full ~ ARBORVITAE HEDGE h ~ ~ ~ N..',..", .' ~ Cf) ~ ~ a ~ , I ! OC LU lL Z ~ UJ ;! ~ m I ~ lfi Z Z ~ X ~ 4' SLOPE TO GRAD z X in TYPICAL TREE PLANTING SEGTION ADJACENT BUILDING OR EDGE OF PLANT BED 5PACING "D" 9" O.C. 6" O.C. '1" O.C. 12" O.G, 15" O.G. RO~"A" 2.6" 5.2" 1.8" 10.4" 19.0" 5PACING'''D'' 18" O.C. 24" O.G. 90" o.c,. 96" O.G. 48" O.G. RO~"A" 15.6" 20.8" 26.0" 90.0" 41.5" GROUNDCOVER SPACING DIAGRAM PLAN NT5 9" MULCH (T APER5 TO 1" AT SIDEI^lA.LK) FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ADJACENT PAVING NOTE: fiNISHED GRADE, UNL.E5S INDICATED OTHERV'iISE, IS COMPRISED OF A HORIZONTAL PLANE S"ABOVE THE HIGHEST ADJACENT EDGE. PLANT BED EDGE AT PAVEMENT SEGTION SGALE: 1" = 1'-0" lfi ~~ \-<(\- lfiDI :iz\!) \-;!iil ZlfiI :5}-oc (LOCO LUlL LUlfi' LUoc lfi:;:) Z GUY V'iIRE ST AKE5 AS SPECIFIED - EVENLY SPACeD (2) EACH ORNAMENT AUCONIFER TREE (9) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/9 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR At TRUNK) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELO~ ROOT BAL.L.5 ONLY) REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" , Cl...EAR AT TRUNK) PLANTING SOIL Y'lITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOV'i ROOT BAL.L.5 ONLY) SCARIFIED SUB-6RADE 2 x ROOTBALL DIAMETER -MIN. TYPICAL SHRUB PLANTING SECTION SCALE: 1/.2" = 1'-0" LANDSCAPE PLAN '.(' ru<1 o 2 5 10 SCALE: 1" = 101-0" 40 20 SGALE: 1/2" = 1'-0" EB r NORTH Date Received: ~: ? 2 2 2011 Original Oubmittal 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541,683.5803 F 541.683.8183 www.DLAdesign.com ~~~lST~p~ ~ 279 '<0 .~~ t-< David J~ ~O:~h ty E-t ~ U ~ OREGON lJ ~C ~ 4PE A.~\j~T CLIENT: Michael Hiatt Phone: 541-484-0219 E-mail: CI) ~ ~ CI) lU ....... ....... ~ ::t ~ o '"' o ....J W - LL <9 z - ~ a.. C/) Date: 3-16-11 Drawn By: EP Checked By: DJD Submission: Revision # Date I I I I LA-1 DLA INC. COPYRIGHT 2010 ?o.jt' {p of' (p