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HomeMy WebLinkAboutPlan, Final APPLICANT 8/21/2008 ~ M ~ M- OO 0- o ~ 0\ - - -- 00 *' en- ~ ~- l.(") t'-- -- J ~ A lZl I - U ..- V) t'-- ...-( - (J) .2 ~ 11 ~y Z ~ ..., I I I I I I I I / ira La 5)@@ ir a n:=a ~@lJ Ta La ~@(Q) TalLa ~@(Q) ?-- I i I J i t ! j i i V, r 1 J i I / i I ~ 1 ~ ( , \ f ~ R01l IT]={I W ~ W "" .""" "7 -- · -- . .... .... ~ I --, .. - -, --- -- '" , \ \ V-~ ~' A -" '\" 28' SLIDING ACCESS WI PUBLIC WORKS \ ~ ~ PADLOCK G'~"-\' _ ~- - 1 I \07': r--. tfi~ j \ ~ L- . -- .--.'----- r 'I =-'- - ~ .----?- I1.I! ','- 'f - ~2.13' 1-.. I ~. <,?<) J ;;/ '\ () ~ r..... - Jo ~.N) '; i ~ }~ I ~ (Ql V ~ _" ',"''', ./ ~ ~ _ .,~,,~~ 28' 3 SPACES ~ ~ I ...~ --\, - @ 9.3' EA. - ~ ~ - \, <=> \ Z \ III . .~ ~ J · ::'~\ N ;!\ 1--;- . ~./' ~ t'-- ~ \ <: c . _ /1 \ <' ~ /'. \ ~\ 0\ /,' ,I '\ ~ \ - @) \. " ~lZl \ \ t:J;:t ~ \ \ u N J - PROPOSED ~IGN \ ~ -\I~!' ARPA \ \ V> 1~~~, 6 ~t jl" \ R=2.5:-~ R=15,0', ~~ I j- " j ?"-i=2.50' ~~, / ! ~ 1 I 129' SLIDING ACCESS ( -. ," . I' ~ ~ WI PUBLIC WORKS '::'~..: :::: :~ ;':9......1. . ~\- ~ ~ t . . .." 4". ....,1/') N~-- PADLOCK ~ ~. ' i'L 1<:::"-- ffi R=15'0'";~_' iT, " - , ~ - I ~.. gggg, I -, I f/ - 17' ./' j'" / 'PRO;OSED 7!t7:+_- ~ -";/u . - · P.U.E. \~ L--, I ':; PROPOSED6'C~'~CE'j ~05Ji;' ~ , I BLACK VINYL COAn~.J) I , PRV. 3' . 11.=1 I STORM EASE t I I /"- ./ I .$/ _::~.~l / ~ ~~ l:..,.o1.....-...-._..<.~_"'-.....~ r- 1 r--- i \ i \ j \ i t ~ ~ \ \ \ ) I - _.1 PROPOSED COMMERCIAL I (DRIVEWAY At't'KOACH j ..... I! I \ t o t 1 J \ f F-- ~', ! I. ~ \ r PROPOSED 6' DECqRATIVE 2 "f j" I X.", IRON PERIMETER,J'ENCE ~., ,'4',: .::.;.:,: ,:,:~;;':~~'~:>~~~~r,.:'," - /' 3EEELEVATION' ~ .... '. ." " ~, .... " .' :. :.. ':. '" .'~' 4.~. .." TillS SHEET ". ...- ....~ ........: '#...:.... .~~: : '.:.",' ". ""S"8' 9042'23"E -------- ...:. ~....... '~~..""...4', ........ _ .. .......~ .. . r ............. -------- ~-~_.~=-~-=~--~ , -- '-1 1 I I i i I i 7' .J PROPOSED P.U.E. ~ 11 S' ENT~CE - 5' ;)3: ~ ~ ~ ::>P~OP9SED \ I 4' -VSALES LR=2.5' --I - qFF~CE BIKE PARKING 3 ea . 1p08 SF SHORT TERM 9' X 8' V ~ ...... - \0 ...... o <=> o Z ~ ::i ~ o - t:J;:t t'--lZl o P-< ~ ~ 9.3' . . TYP. - I I PROPOSED 6' DECORATIVE , IRON PERIMEThK .tihNCE SEEELEVATION I ~"------ TillS Sflt<.hf ONL Y - 1r a La 33COJl) CAR PORT .,~{ ~~~~~'\i~ ~ / / / / // ~V~ EXISTING 6' WOOD FENCE ~ ~ I '\ TO REMAIN ~ ~ cr. ~ , . 1\ EXISTING 6' WIRE FENCE ~UlZl 0 &.. ~/~ I 0 \, TOREMAINj ~ ,,.. \ \ ~ g: // \ 01 \ 62.91' SS9"42'23"E O / · -~ - . , ~ ,// I .~.----.... '\. ~' \ --'-~~\ (~, - - 'r J:;Ll \ ~ \ 9'x4' COVERED I (' \,. TRASH ENCLOSURE SEE ELEVATION - '. \ in " ~ TillS SIi.I:it,T '.... ~ '" ~ 1 V I I 7' " PROPOSED P.U.E. '\. '\ ~' ;F! 00: -r. · ~ . &.. ~ _@ 0\ -. t'-- fI} iN'\ ~ ~ _ ':::=J U \0 lZl ~ tfi~ lZl ~ ~'''' ~ I 90' R1W~ .: ~~ ,~ I I 63' EXISTING PAV. I 18' TYP. - "~ 'I;" .'-.. in R=250' ; . ,\\ I I < 'I '~ 1 1 f ~ ~ CO 'V i , { 1 R=3.00' 1 -'I - ~~ , i I '- f 9' ..... - r--~-""--'\. I .t' " J ;'1 . ~ ">,~-< - ~ . -/t-..,-- --", r' "-7-~ '-/ /~ ,/ '-..,.~ <' / "l" - ~-)............,..... "'>-...... i/"" ,,///":"/'~:'."""'~'->~'1 I / 1/'( \ I ( t J i 'Ie I t i ~ t : ~: ~ ~ ..., 1 /) ~ (:) I/') ~ ~ tfi · 1~ I <=> _ 13' ~~ io ~y-~~ 1/ N \.;' 0\ '\, N · \0 t\ f \ J \. f \ J 54' 1 6 SPACES @ 9' EA. I \ \ \. '\ \ 9' '-- "TYP. 63' 7 SPACES @ 9' EA. 1 ~ ~4"'\." i t ~ ~ '1" I f . ~! I I I " ;1 I "'..........".,.---..- ' ;/ ; 40' . 9' --- TYP. I, 9' ... ...' ,~ ""----,., "'""'-"......~ ~," _I -i'~-__- .. I -l ~ ! / --... .!.--" ~,8~44'15t1E r-~ - ~N_~, ./" lr a fLa a&@@/,~//~ ! \,..,....,./"'" - I I 7' . FUTURE P.U.E. SITE INFO: 42ND STREET'AND SMITH WAY SPRINGFIELD, OR 97478 TAX MAP 17.02.32-32 LOT 300 ACRES = 0.62 ZONbU: COMMUNITY COMMERCIAL PROPOSED EMPLOYEES: 2.4 WITH NO FUTURE EXPANSION PLANS. TOTAL SITE AREA: 0.62 ACRES IMPERVIOUS SURFACE AREA:, 0.47 ACRES (76% OF TOTAL SITE). LANDSCAPE AREA: 0.12 ACRES (19% OF TOTAL SUh). SIGN NOTE: THE TOTAL AREA FOR THE FREE STANuJl\lG SIGN SHALL BE 100 SQUARE FEET FOR ONE FACE OR 200 SQUARE FEET FOR 1WO OR MORE FACES AT A MAXIMUM OF 20 FEET ABOVE GRADE. STORMW ATER SW ALE NOTE: THE VEGETATED AND GRASSY SWALES SHALL BE CLEARLY MARKED BEFORE Srl'hWORK BEGINS TO AVOID DISTURBANCE OF SOIL DURING CONSTRUCTION. VEmCULAR TRAt,tllC SHALL BE KEPT AT LEAST 1 O-FEET AWAY FROM THE BOTIOM OF THE SW ALE WITH THE EXCEPTION OF EQU.LPlVIENT SPECIFICALLY REQUIRED TO CONSTRUCT THE STORMWATER FACILITY. PARKING AREA: 0.40 ACRES. INTERIOR LANDSCAPE AREA: .02 ACRES (5% OF PARKING AREA.) 4" : 1 r TYP. CORRUGATED METAL ROOF CORRUGATbJ.) METAL ROOF ROOF SUPP@RT - ~ I"'""l 'r ROOFSUPPORT., t,;~:::.t~ETALGATE~ . . }' - ~',.:;,':~':~.',~..-,",:::,:"','...';J/' S"xS"xI6" CMU BLOCK. TYP. YE:\f:::4~':2:'~~.~::'::~{:':',':" J . - CAP BLOCK .'. .... ,_,.".1 '.;. ,'. . .... .... ..,." ~> ~.:: :~: l ~',:. ~,.:: ::~t'..::".:I'~' '.:~ "" " /~;,;:.l<.:::;::..> '. ,', '::<,::"::;,.::F.,';.: 8 x8 xl6 CMU BLOCK TYP. ~:;'::J.~.,:..:"'<-:F~':.:~'<:-r .:' :'~ ,:;-:t~ :~t<:J';:"I';:':'.: :::i:~}' " i F.G. , F.G. ~. :- :-- .~~. in in . : ':. _ J.a'- I. " ..,.. - . <'> .' .'.- , FRONT VIEW SIDE VIEW DECORATIVE IRON FENCE ELEVATION N.T.S. 9'x4' TRASH ENCLOSURE ELEV A'fION N.T.S. \ III ___ -- @. @ ~ c d a p PARKING GRADE , 1 EXISTING 6' WIRE FENCE TO REMAIN . e' ,iItk ::Vh,/i J.~/~-~CEDAR TRIM TYP. -fill' ==r% = ~ 5:,i-- . , CAR PORT ,~ ~ " ~ (. ~ . I ~. F.F. . RAMP I : _,..... ..... I' "..- ~._~\ SThP , PROPOSED WALL SIGN AREA / ~ 1000 100 200 1100 1200 I , , 300 I 15gggg g g 0 IVlt) co "ex> 0> 0 ~ --- .... .... , SMITH WAY -'~. 1200 5 o-:>~~ If') 00 '" ~"~ N.... , '- H<J- "~~' '~01 400 '" ' SITE "..." <( " COMMERCIAL A ~ - ,., ( , - - -........... '\.('~ 1300 -" I- ~~, 700 ~ , ~~ ' I ... ,~ ~, I . (f) ~ Q\,~~ 601 602 0, '\~ , ~ I - - ~'600 'V 500 " ~, I , , '\.J 1300 "", : 1800 1703 2101 g \ :! ~~ 1502 _1:0~ ~,1701 1802 McKENZIE HIGHWAY U.S. No.126 --~ ,----- I I 2601 2500 2200 I I If') ~ 2201 .... 20 .0 I ~ 5 0> N 1900 '- VICINITY MAP N.T.S. -/ 1 25-YR. ARC STYLE COMPo SHINGLES ~ , \ \. ( t:.... 00 . -'RXTERIOR LIGHT- REFER TO LIGliTiNG PLAN- I " / \--,--- / ~ - -- --- <=> 0\ ~lJ' 1 t- V) i ~7 1. I ~ _ 3' o t L- \0 W hST ELEVA'l10N --'~i.t. ."."!. - -\"':'~f' CAR PORT N GRAPHIC SCALE 10 I 20 I 40 80 I ( IN FEET ) 1 inch = 20 ft. CARPORT OPEN ON / SOUTH & WEST SIDES ---..- 'f ",..- r ...- o -' 0\ 5-1/2" CONCRETE SLAB , PARKING GRADE '- , , .. =----J '.l - -=-'-'-- ----::: OFFICE \ .~roaNGG~E 5-112" CONCRETE SLAB '-- HARDI PLANK LAP SIbING (8" REVEAL) OVER 7/16" OSB WI "TYVEK" FABRIC EAS~ ELEV A'1101'~ 14"x22" ROUND TOP GABLE VENT TYP. BOTH SIDES ~ 00 I"'""l \0 f PARKING GRADE ! - -0 -0\ fa ~ lZl \0 , 14"x22" ROUND TOP GABLE VENT TYP. BOTH SIDES FINAL SITE PLAN SEP 1 1 2008 Planner: ~4<" ROOF VENTS NF A 65 S.L-BLACK (fYP.) ~ EXTERIOR LIGHT ~ .'~ REFER TO LIGhnNG PLAN "- .Jfil- j1 * 3' _(f! I - 'IO'!. " 1':5 . , fl. i. 3' L . . .,00,- . :\6:= 0 ~ '=J:;Ll ,\0 ( : lZl o 5-112" CONCRETE SLAB 28.0' " STEP '} ..PARKING GRADE __ 5.0' L PARKING G~E. RAMP -~'-- NORTH ELEVATION SALES OFFICE ELEVATIONS F.F. 5.0' 28.0' ~I - :: I" SOUTH ELEVATION ~\1\~\ S~4e... ?\~~ R~0\e~ "D R..G '=.QO€ - OOO;{,~ AUG 2 1 2008 ~~ 'l{. WEST (~JFinal Submittal. t( X Date Received: -00 .~ 1-4 . - 00 . -~ -~ j ~ij ~" ~~ ~~ ". ~'~- ~~ - <:> t:t 0\ \Q~ ~o ~ O;!: ~O\ ~ c;~= 8ft- ~g i~~ rJ)v> · ~8 8~ g~ ~ <:>~ -0 \0 . (\'l~ o ~ ~~ ~J:i1 rJ1~ C5~ Uz ~< CIJ.~ ~A.1 ~~ ~~ ~ ~rn rn < ~ ~ :... E= ~ lZl ~ ~ lZl ~ ~ ~ l:Q ~ ~ ...... ~ ~ ~ o ~ ~ <=> - N II ~ "1:j .r) t'-- I"'""l ~ P-< lZl , - U \0 <=> o ~ ~ J:;Ll (:Q o g ~ ~ ~ ~ ~ Q l-'-) ~ 5 ~ ~ o .... o~ o~ ~g~ ....u ~ N 'T"t ~ ('f")~~ ~~~ N~Cf) o .... IQ t'-~ ,....-4~ ...... ~ ~ Z ~ ~ CIJ. -~ ~ fI} <=> , '" I EXPIRES: 12~31-2008' SHEET: c~ 1 OF 9 ~ l.(") l.(") - 00 o o ~ 0\ - - 00 * ~ l.(") t'-- - ~ ~ lZl I N U - l.(") t'-- - - - (J) 0- ~- ~- U ..- Z --- ..... ..... 4 ---- - - . -- """. I I I / ."" I I I I ONLY I I I EXISTING 90. R1W~ I I II II II II II II II 63' EXISTINGPAV. I I II I II /I d II II ~ II t::::I g I ~ I I!M II ~ II 1/ ~ II (Q) I II 1\ g I /I ~ II II P II t::::I 1/ ~ I /I ~ I II ~ \I ~ II II (Q) II g I /I II I II II II 1/ II I II I 1/ II /I ~ ~ I I I . I I lr a La ~(Q)il mal~IQ)OlUJmal [Q)~INJ~UlrW lPrl~~ ]IQ)~ NJlrU~~ Ira La ~(Q)(Q) lralLa ~@(Q) lr a La !'(Q)@ t. ... _ . -- N .. - -. GRAPHIC SCALE tI.l -z 20 0 10 20 40 80 0 1--04 ~ I .1 I I tI.l ~. ( IN FEET ) ~ 1 inch = 20 ft. , . ..... """ "- ..... '\. '\ '" ",\ '" "" , , \ ~ \ \ ~ \ i II I 1 n I \I I I \I I II I II I /I I II I II I II I I ,-r-- I .- ! lif I IIi j( II. ; ( m ~~ \ ~ ~ 'f'<)~ = = = = .r~ T-'-'-'-'-'-' -,-. s.:~. ..~--.-,-.=== == ==~ "\ ' "- \ ( \ I .. 1\ \,@:>\ .ll ~malOlrlHl W ~ W ;\ 11\ . ~ ~~..~ '0 ~- \ ~i. - .,l \ - . ~ tfi~ r-~ ft. I @, ~ ~ !1 f\_.c _1___1_ I L~~~~r~~_,_~~, I.~J_ _~_=_L= \ -~_____ ._____ \ r EXISTING SIDEWALK --~ - ~~,- - - ,- - -142.13'- - - - - - - - - - - - - - - - S89042'23nE- - - - - - - - - -- e ~ I :/ · - - - - - - - I RM ---1 ;;1' 1\1 ~ 1 ~ fill n!N. II t1 I (, ~() \ i I " I ~ 15' " \J I ".t&, 'l \J L!:::!J II l.Y. ~ II ""'."-. ~ II I "'-"^'\ ~ II I "\ " ~ \ 1\ ~ \ II I' ~I \ II 0 \ II : ~I///\ \ II I ~/' \ \ /~ \ \ "( \ \ i \ \ II! \ \ 1\ I \ \ 1/ I J \ <<;<<)]~mallUJINIUlfW <<;(Q) ~mal~[Pd<<;U~L I I - f \'! -II : ~ \ L.~ a La ~(O)(O) 1/ I ry \ @~~ ~<<; /I I' t '\ ,,',> I \ / i \ II~I I" f \ ~ I < / i II ~ I .... J f :: '" I i '" I ~\. ..~.~~ t II oo~ I ~, ~rt:.,- (1\, I ~ ~_ ~~o l ~ J \ i IIII~I I \ , f-41 l \ ! II~I .1 \. i ~ I \ I ~ '~J I ! \\ {.{ /' ... II I 4" \ I / , i 1\ J ?/ \. ) II I ,/ ~~., . II I I~' ---/ II I ~ ~... i, j i i \ I } f i ~ i. I, ; I I /' I ~..r"'.!~"~~'->'l'<1''--'__ f ~~ I I <...;~ ~ll ~>v'>,/#.~..-,. I I .,./~A'- II Ii. r'#"'''''- " Ii""... ~ /' ,_ _ 4 --, . - - ~ ,-- . ~ - j -- ....... _. 1 <<;(Q) ~ IMfllUJ [N] Ulr'tr <<;(Q) mal lR(4] ~ [Pd <<;D~ L LEGEND CENTERLINE SUBDIVISION BOUNDARY PAV. PAVING R!W RIGHT-OF-WAY . - ....... 4 ~ ,..... O,....c I~ 00 S'-> -~~,--._. ""'"'" V l( aILa ~(o)iI @ @) ~ D d D P -- 1 \ _^-./ \ ~ \ .. '0 0\ \ 0\ \. d \ /'\ 0 1\\ .,to. " "./ \ I \\,. t'"''''' \ "-. / ~ 0 \ \ , - \'" /<,,"P \ / ~-~, \. ---,.--~~ " \. ~ ~ \ \ "', " ..,..",,'\:. ", "- ~,. ." j ~ j ! 1 t i & j , i i f J_ _ N8~44'15nw \ /./' \. .~/... \ /,,/""< vr-.J - - - - - - - - - - - - - - EXISTING IMPROVEMENTS .,-" ,.480" EXISTING CONTOURS -- DECIDUOUS TREE CLUMP 62.91' S89042'23"E - , '" J .-4 ~~ tx:l ~~ lZl ~~- tx:l i...:l ~C? lZl ~ 0 '" ..-4 i...:l N " ~~ ~ J:Q II ~ - ff~- ~ ~ S rI.l ~ ~ 00 .SITE ASSESSMENT NOTES: 1. THE SITE HAS BEEN DETERMINED TO,BE OUTSIDE THE 500-YEARFLOODPLAIN. 2. AS REFERENCED FROM THE CITY OF SPRINGrlbLD WELLHEAD PROTECTION MAP THE SITE LIES IN THE 10-20 YEAR TIME OF TRAVEL ZONE. 3. AS REFERENCED ON THE CITY OF SPRINGFIELD W.eTLAND INVENTORY MAP THERE ARE NO ON- SITE WETLAND AREAS, 4. THE SOIL TYPE FOR THE SITE AS REFERENCED IN THE SOILS SURVEY OF LANE COUNTY IS I19-SALEM;.URBAN LAND COMPLEX. THE W ATtK TABLE FOR THE AREA IS DETERMINED TO BE GREATbK THAN 6 FEET. - /I II 1/ II 1/ . \I 1~ lE o o ~~ / 4 8t'), .'~""' I 0 - /...--,--- . 'X," '>.",' ~ , I., 1 0\ ! ',.J <'i / \0 / ;1 ./'.~-483'~, 1 .. .I '\ / "- .// / '\,,--.~ > j / ; /~ II .".." / /" /' /' If' / - /. /. } i !~ \ . J { I i i ; II l ! I ! !~ / "",.---' ! >""""~"'" i ,./,,- I ~/""~ / _Y"/~/ / ~~~~ t ~~ j .../ i .,I""~~""'" I ~~~ t ~(g~ ~ lWDttffrNI DlrW <<;(Q) mal mal ~ R1<<; t~ k~'~'~-->>_vI ~ ~ /'" -"<,,,,;/ "./>"" ".......v.- J , ~/ /./ ~ _".~..-;.t ~..........~ ............--,o....r. /",.~. /~ .....-./...... /./ ....-..,...,..- /' .".-~"" ~-<'""'.. /"'-.!..~.,.,. ,// 'i \ "" "- '\. \. ~""-- -- ""-""", -.~ ~..~"'" --.................... ~"""". .-4 ~ Q\ ~~ fi_ ~ ~~ ....~ ~ ~ ~ ~fi '" ~g t. ~i 81' g~ R Q. \Oq ('r')~ -- -- ~-/ j ";;;~..,. ,t::" ..,rJ' ~...~ , ///:r-l ! / r I t ~ , I' i. ~ f f ~ !< t j f ~ f I I 1 ~ I ~ I r . I,J t ,W ~. i :! ! i ~ I ! fIt { j! ~ / / t' I. 'J > s . 11~ Ii ,I j I, ! J ~ I . I l ! ---~~j i " f ../",. ( ,; . 'I . . I ! ....,:" fo I j 1 ..../ .r' J ,:1 t ",. / . . i p.r ~// /! ",.r i i>: ./?r f j .".,/' 'I f ~ i /..... l / .r ! t /"" J! // l / /// I I / _.........._.l t/'/ ~....-.....J.~_.-..-- --....... <......... ~--- .......... ""'.~ ...-................. """......." -...............~> "'-..",...... ~'~~~ .~.............-......, r , 205.01' .~.-.~--- ~ t ~ ~ I j i J ; 11!~ La ~@@ ! _-...............--,.~40""~~../ 1000 100 \I /I \I /I II I t~ ~ \ ~- \11 , I I I, I I II I l~ I I I Jl I I II I I G 200 o ~ ~~ ~~ 00> ~~ Uz ~< ~.....:t ~~ ~~ ~ ~oo 00 < ~ I I () 1100 300 1200 r ' 1000000000 vOooo 00 COMMERCIAL A~'" _ '" I _ to CO 1" CO 0) 0 ::: ( --____ . SMiTH WAY_= ""<b' 1200 , 1300" .... '" ~ V ~Q' I- ggg),. ~" W N....'". ~ " 700 I ~ ' ~O'y\ 'C) , en \.. " <..).-- '.:z ~6~1 602 I ~: 400 ......SITE "~ <'" , - - (<\.;-' 600 v 500 "- "- -- ,'" I , ".I , I 1300 " I 1800 1703 2101 o \ ~ \ .... ::~ 1502 _1.:.0.:J ~ ,1701 1802 McKENZIE HIGHWAY U.S. No.126 --~ ,,---- I I 2601 2500 2200 I I t') ~ 2201 .... o 0) N tit ,--,^", ~ ".. ] i f ! \ \ '\ ~ o Q 1900 '-. VICINITY MAP N.T.S. ~ ~ f:: ~''''' -"'-"t'\ \........ ........._~ .......~"..~. ..~......................., ./ NALS SEP 1 1 2008 Pl ere a y ., lann It ____'l::---~-~ ~ ~ l.(") \0 t'-- - 0 ~ 0 N ~ fij lZl I N @ U l.(") ~ E-t t'-- U - 0 ~ ~ ~ ~ ~ ~ ~ CfJ z z9 o E-4. o~ ~- ~A 00 '"'U g~d ("f') S z- . ~ ~ .~ ~O~ '"' U ><~ ~:Ll~ 17~ ~<o N~E-4 o '"'z ~o ~' .......-4~ :Ll - ~CfJ ~CfJ o ~c ~ CfJ- CfJ - <- ~~ ~CfJE-4 m 00 00 Date Rece\ved: AUG 2 1 2008 Final Submittal r2X: 1 1 EXPIRES: 12-31-2008\ SHEET: C2 20F9 I I I / "" """",(1111" I I ~ 00 0 ~ I 00 0 0 I ~ 0\ - - 00 * ~ ~ l.(") t'-- - ~ 0.. lZl- , M U= - l.(") t'-- - ~ (1)- ~- t':S Y Z I I I I I I ONLY I I I I 1/ II II II /I \I 1/ ~ I I II II II II II 1/ II \I II /I- I/ II II II /I II 1/ II II 1/ II II \I " II II ~ ~ I I I 90' R/W 63' I EXIS':":'ING P A V. It' . , I I Ua~a ~@il If a La5)@@ II /I II /I \I 1/ II \~ ~ ~ , ~-===,===== I I -- l -- -- -- -- ire La' ~(Q)(Q) -- -- -------. -------. = == = = =.= = = = = = = = = --- --- g~- ~ ~ - '0- - " ~~ E-c lZl ~ ~~ ]If}=[JW~ Y! -- P I!J!.1l MJl ~ ~ ~ {Ql ~ ~ ~ ~: = ===='L==== /~..- II I:' . ~ ~..~.."//~' '. ':0, ~ f ( ,~".,," /~~'~'-",:'l.': , 71 '" ,-" ". "'"'--==" ,,--== \, - ~', ; tr I ' " "." 9.3'::- ;5;_ I : I ~/ TYP: II 2 0' f ~ ;f ~ II. . ~~ : - TYP. '/ i II I / ' II I ~~f( \I ~ 1- 1/ / ~': II ~i I II j/ ~ :: I:'~H ~~. II :j~ '> II 1;1(~ - / /; , 0 /,~ r '" l~'f::!- II ; ~ 11 ,E-c II -?~ ~ II / / ;_ /I /7'~1 II I qLl , ~ ~ u ~, /1 II - '.. ~ \I ' .<>oog: J I ..' 9' ';;1;:. ... 28t l <<::<:; t- -(~A . \0 ~PROP9SED ('f') SALES 11 OFFICE J10..o8 SF ../1- 28' , 6' WHEEL BUMPER TYP. <JBD 4" WIDE PARKING STRIPE TYPICAL \ . . , ~^'-- J\ BIKE PARKING 1 ea.~ '"", .~v E V LONG TERM (COVERED) CARPORT ........- ---- . . .)V ill ~~~(? ~ ,E-c.. ;1 0 r-.: N I- 28.1' , 28.1' .... , .o'~ '~ ~E-c " II II II II /I ...u II 1/ ... I I ~EXISTING DRIVEWAY ACCESS !'""'V I I I /I I \I I I / Ya La~@@ \I I II I I /I I II I I II I /I l ----- ----- ... --- -- .-- ~ -- If a Le~@@ -- ,-- -- ,-- J__ if a (ba ~@il SIGNhU AND P AINTh.L) FOR ONE-WAY TRAFFIC -: 40.0' , ,,' ...... , ~ '\ '" "" ~~ ,\\ ---- \~ '\ \; I ~ \ \\ , n I II I II I II I II I II I II I /I I II ,. I II 5 1/ _ u I II Si~ ~ N " u 1/ \i) II , 'I ~ ~ ~. ~l //l! ~'~ /~J ~~, ~!< j/" /~' 'i~.0''';,~ '/ -- ~~/ -- ,~/' ~~l ~I / o I~J\.~ ~ 0\ ~ '~ ~ rE-c ,:-; 18.0' " -- TYP. ' 126.0' 9' - TYP. <~ ~ _!" -- -,' --,'-, ,-,.lJ.. -.L\... - . - -. m-~ -. ". . ~,l7/~~~~7ifQA'f~7j2d;I~)1~2iS~j.....:'/~~~~Z~#d~~~.~r,;"-6'w, 38.0' (. { t.' o o o () fl ~ GRAPHIC SCALE 20 0 I I .~ 10 20 I 1 40 I 80 I ( IN FEET ) 1 inch = 20 ft. - LEGEND ^ ^ l1li 0 II1II DUAL 400W METAL HALIDE SQUARE LUMlNARE WITH INThRNAL HOUSE SIDE SHIELD MOUNTED ON 16' POLE & 36" BASE. II SINGLE 100W HIGH PRESSURE SODIUM "EUROLUXE" LUMINARE MOUNTED ON BUILDING 7'ABOVE FINISI-t.huGRADE. CIRCULATION PAITtKN C !I 6' WHEEL BUMPER ,- . LANDSCAPE AREA f/~. m VEGETATED SWALEAREA GRASSY SW ALE AREA ,~,;, /. :~ . . CONCRETE Sll'J:~~ NO'l'HS: (Q) @ ~ IJ d c F TYPICAL PARKING SPACES PROVIDED: 35 DISABLED PARKING SPACES PROVIDED: 1 GROSS FLOOR AREA APPLICAPLE TO THE PARKING REQUIREMENT: 1008 SF NEAREST TRANSIT FACILITY: THERE ARE NO TRANSIT ROUTES AS FAR NORTH AS OUR PROJECT AREA. THE NEAREST TRANSIT FACILITY IS LOCATED AT MAIN AND 42ND STREET. ,/ EX, SIDE\VALK/ . \ t S.IDEVI ALK RAMP ~.....r'-./ ~. /' FULL HT, CURB ~ 0/ ~ 0 SOLID CONCRETE SOLID CONCRETE_____,F".~(,:.., 'ggg: '. _,"', " /. -, ,". V)) -FULL HT. CURB FLUSH VII PAVINo-~C;;/I:>;:.:: . . /~,,_I. -PAINTED CROSS VlALK TRUNCATED DOMES ~01 . ~ PROPOSED GATE / ) RIGHT-INIRIGHT-OUT NOTE: THIS ENTKANCE INCLUDING THE ISLAND DESIGN HAS BEEN REVIEWED BY THE TRANSPORTATION DIVISION OF THE CITY. TRUCK LOADING AND UNLOADING AT THE SITE WILL CONSIST OF ONLY SMALL TRUCKS CAPABLE OF CARRYING A SINGLE VEHICLE. EX. CURB 8c GUTTER t=::... _ __. ~ ...... ..... RIGHT-INIRIGHT-OUT DETAIL NTS j; t fh\J~[ -rSlTE SEP 1 1 2008 Planner: ,.,~ Date Received: AtftH I %003 Final Submittal /2..?- v -00 ~ ~ 00 -> ~ j ~~ ~~ ,; -~ ~,.!. , ~~ ~~ - Q ~ ~~ ~ ;~ fiSS\ ,,~ ~ ~ c>" op::j- ....l~- ~g- i~~ . ~, ~- Qr-- . o~- ~ ~~ -0 \0. . ~~ o E--1 ~~ ~J;.Ll 00........ <> oga U~ ~< ~ : 1 ~~, ~~ ~ ~oo 00 < J;.Ll ~ :.... ~ :-. ~ lZl ~ ....:l lZl 0 ....:l ~ N ~ ~ ~ ~ ~ ~ ~ r.r.l ~ 0000 ~ "l:! l.(") \0 ~ g ~ N A.4 fi3 ~ ~ u g ~ ~ ~ ~ ~ o ~ ~ ~ Z~ O~ Cc ~~ o~< o~, /,\, M - ~ ~~~ ~O~ ~U N "T) Z M-""'40 N~~ M~~ N~< o ~~ ~O~ ~~U E3~ ~~ CU ~~ ~~ rlJU U < ~ m EXPIRES: 12-31-2008 , SHEET: C3 30F9 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I b I I , I ~ I III I I l' I 11 ~~;L I , 'III I I I I ii' I I b h~ ' I ~ ~l <() , 'I :r: I · II~ <;> iH I ~ ~l I r - - · - - . I f I I \I} J ^ -- -- __ ~ I I I I ~..; I ~"'_.._~~.,._.....~ /w <\ /7- - -..'- I I I I~~ f$ ~ \ -- -- __ -- '8::s. _ I I l J \ ....'.....~..../ I _ _ _ _ _ _ _ ~_ . = __ -- -- s -- -.. I I b it ~ = = = .....00'. = = - = v.lmtllh- - - - ,--- 7"'1:;. ~ .,-p."" ~18'SO_ -t- @ I I ~ I~ I r i / I I I ~ Mil0lrlKl W ~ "rI \ I \ ! r I -.. -- @ I I 9 , \ I \ '. ~ I ! \ / \, ! \ - -~ - -18::so- - _ e3 11@ - - -- -\-1 -8"SS- -;>-. - + r- : - - - - - - T - - - - - - -8"SS- - T - - - - - - - + - -/- -1-\ - - -..:-. - - - - - -8"SS- - - - - -- I - - -.to' I ~ I :, _ ~ \ I II ~ t 1 f I \ / / ~ t \!?' I I 1--' (""'t. 1 ' f .. < -I - -- T I 1 ~ i~~ \0 - \ // \0 ~- ,_ \, i - - 46.0' I - - \, - ! - ! ~ \ - - - - I I ~ If \ ~ M ~ / -~ '~?~ CONCRETE COMMERCIAL ,,,,.- t~ '% / f 1 ~ I Ij)). Hi "SO I~ -r lZl ! ~--- -i-..18"'sO-t1...---\----/--+---~------.18"SO---------- . I 'Y - - - I I r - -18- - - -~\ / - - ~ L_,~..r\,~~~, A9CE~ f I 1~LdGATEEX' \ i Ii · '--12~W----- -----~----L-16~w--I-L---,I-l-3 ~ \ '.,., I f1 f 1 ./- MAILBOXES \ ? l I I I t ~ J ~~J' ~~*.. V ~,~. ~ 'V f 1 t.r) ? \ [ " 1 ---~ ....1. --1- 1- ~ 12"W i -L $'/. ... -\- - -t - - .L- - - - - - - - - - -12 W- - - - - - - - - - - - I \0--------,-1-12"W--lt1 T-T--~<~""-:c=---if-L':"'~~-r-~ .-:,;--~, .T-:-. - V--~-=__-,~ k --";:--=--=-_ _,-~ f' ===== EXISTING 'I a=~- r ~ --.,., _" '~~.-:-'" '.: ...~.,,4Jj~7. '\ r ~ I SIDEWALK RAMP ~)k II' _ ~ I _ _ _ _ 0, ~~"'" i.- .-:.. ':~'.:- ~ ;v>" .f;." '_ -_-=- - ,----=--4-= -=--==- _ -==--=_ _ ",',: ~ I __________'~n~tf:J~~~11;~ -_~~''- ~~~;..~~:.:~~~~~_OH~ ____. -~~'~ :: ~-~ .~~ ~ ~~~~.--::::------ ........ '" "'" ~~ T_________ I l' -----+-~KI}/~r. _=~. ~ ~ It - ~6"RDUGELECT.J....1 \ I \--___----T ~---r r (! ~ 0, j' l.(") 0 f t, ~. , ~~ ~ I -------- I I I~I lV.' I. I r;; -4" SEWER. . / ,yy \ y~------ - - -OHF --t -I-- - - 1;" I. JM ~ /' ,lPROP~ED I ROOF DRAIN \ f)- \ I " IP ~ A1r. ~ ~f 1 S~;ES OUTLET POINT ~ : , T - ~ '" -, '-VOFFICE \ I P I I I 1/ .~.;,! , I ---<~~ ,J PROPOSED SEWER 1\ I nnn I I II T 11;, ~'~'--"1' CLEANOUTTYP. I 'J TolLa ~@iI \, I ~ I II II I '-'- V , i ~ ~ : ~ :: li Ill:; ~ I \~~". E TOP OF BANK OF SW ALE t>:: _"._' ,^'- ./'~ ; /, " 7h, ,,-'--- I II I @>> I "II I 1'1 r I" I.Li 1 ( . ':' ::: : (Ql ONLY :: :11 :: t~ \ ! t>:: CARPORT ~, I ::: : ~ I, : -:1 I' Ut T ~'/--' \ ~ \, -.~ I II : ~ 9h, : r :1 :: :fX):rEWALK \ \ ~ ~~~ i: : RIW ~ -J i ~T : I, \ \, ~ I ~ :t- : EXIS~~ PA V. :: _II ~ Nt 1 \ \ ,//'J : ~\ ::! Iii i~!~~~"~~".",t,, I )1-1~~WATER~~~~~I;:--'-""''''') /' ;\__/_,___~~~ - I I I 1/ I;f:~; .,:,,1 ", ::: : r ~ ;.:: t i. ~ ~ j PROPOSED SEWER~.i ~ II' 'I.. ,J, ~o~~. '~,:)~, t5 .."~,.~- , II! I I ff- ~ '...,'~-.,,"~ < CLEAN OUT TYP. f II ~ I I III~ ~ I I I ?-; II I I II I /~ ~ 'f ~~ l :: \I//.Y'''~ \ I I fA W I I I ~ f I 'IIJ,~ / i' II I ~ I t ~r I '""W"_M~_.~_ .,c..- - 10 l~ ~ II I f II II L; .I---~' - -' 1-1- II I I I I I I ,~!' '1:1"1' " I) .""-' " 1/ I I I r ,1 r! ~ /I I I I III I' r~ I II I,l' II I " ! 1 I 0 II I I I /I I I' .1' I ~ II I I I 1/ I , I !j I I III I I /I r " ,,;! I PROPOSED SD CLEANOUTTYP. (II, L _ so _ _ _ _ - --ll,l:-;;~~~:, ~2'l,~ltu/ ",. . /~/~/,/~/"'---"'-'''''''-'"'--",,,-,,",,-,,, - - - ," . ;:....' ,,~.," \ I 'I I It,' , ~' ''', '12"S, D",', __,.,~...-,~~...."'J'''''' I f I ~ If ,I ...H/"''''- II I II r- , I I ,;~., 1/ I I 9 I;;" /<EXISTING AREA DRAIN II I 1 I II ~ 1:,..",,1 ",,}'/ WI 12" OUTLET II I I I [G:-,1, ,I I "" """" --- ~ A..- 0\ ~- M- OO - o o N -- 0\= - - 00 * ec- ~. ~ 'n t'-- ...... ~ A- lZl I ~- U - 'n t'-- ...- -r;j <!.) e 11 u - Z LEGEND EXISTING PROPOSED <tb POWER POLE 04"SEWER - 4" SEWER SERVICE W\CLEANOUT -<t GUY WIRE ~ POINT OF CONNECTION >~:."', "'.?~^ "- Ii') I:B:I TRAFFIC SIGNAL BOX J - -1 "WA'!'hK- III WATER SERVICE ~~ CO <:::-? FIRE HYDRANT ~~- q~ CI) CO ~ (x STREETLIGHT li1 WATER MhThK ;~ 00 >= 0 Ii') ..... ~ .... ~~. N rllmtt1h ~ CQ II CURB INLET o--6"RD 6" ROOF DRAIN LINE w\DOWNSPOUT 0 .-. g::~- p;;t ~ AREA DRAIN ~ S ~ -VG ELECT UNDERGROUND ELECTRIC - @ 00 STORM DRAIN MANHOLE ~ U ~ 00 @ SEWER MANHOLE - c:::> CD TELEPHONE RISER ~ Q\ ~ WATER Mh'l'hR ~ ~-- - -El:EC- - UNDERGROUND ELECTRICLfNES ~ ~~ en iiS~ ::: ~ - -8"W- - WATERLINE ~ ~~ l.(") t'-- ~ \0 ...... oz= 0 ~ GAS LINE 0 ...:ItI:l- N Q.. ~g fiS CI) - -OHP- - OVERHEAD POWER LINE I t~ ~ UJ..o ~ u FIBER OPTIC LI:NI; .. ~8 0 l.(") -FIBER-0PTIC- f-l t'-- ~ St-- U ...-( - -48~SO- - STORMDRAIN LINE 8g 0 ({ ~ ~ c:::> . ~ - -TEl:E-- TELEPHONE LINE -0 ~ \0 . ~~ Q SANITARY SEWER 0 - -8~SS- - N I I I GRAPHIC SCALE 00. -z o Joo-4 00. ~ lr alLa ~(Q)41 ira La ~@(Q) 20 0 ~ 10 i 20 t 40 I 80 I lra La ~@@ lr D La ?'@@ ( IN FEET ) 1 inch = 20 ft. .. -- NOTE: ALL SIDEWALK CONSTRUCTION WILL BE 4" MIN. P.C. CONCRETE O\thK2" MIN. 3/4" MINUS COMPACTED CRUSH ROCK. -- .....~j -- I I I I ... @ @ ~ D d IJ ~ NOTES: 1. EASEMENTS RECORDED DECEMBER 4, 1942, REC.#115965 AND RECORDED SEPTEMBER 19, 1945, REC. #15770 LANE COUNTY, OREGON DEED RECORDS ARE BLANKET EASEMENTS TO MOUNTAIN STATES POWER COMPANY AND UNNAMED POWER COMPANY TO ERECT AND MAINTAIN ELECTRIC DISTRIBUTION LINE AND POWER POLES. 2., EASEMENT RECORDED AUGUST 24, 1977 REEL #861, RECEPTION #7753698 TO SPRINGtltLD UTILITY BOARD FOR ELECTRIC l.Jl1LrnhS IS LOCAThU W UJ:IIN THE CURRENT PUBLIC RIGHT-OF-WAY OF 42ND STREET. 3. EASEMENT 2002-062982 IS A RECIPROCAL EASEMENT ALLOWING THIS SITE ACCESS TO A PRIVATE EASEMENT LOCArhU ALONG THE SOUTH BOUNDARY OF TAX LOT 1800. o ~ ~' <~ ~~ C/)~ ~> O~ Uz ~< C/)~ ~~ ~r.Ll ~~ ~ ~rfl C/) ~ I I I I (-- --~,1 ~\ /' , ,"" tt PROPOSED~ 1 AREA DRAIN ~ '\ ~'<'\ " 4"SEWER \. 6" EXTRUDED -;'''''.'''' "GLUE DOWN" CURB t~~,~ , 'Y~l 3 J I I ~' ; - , ';,,(/ Q ''''-'''\,.-:. " .~~: " I II /I 1/ ; ! - .........=/ C --3 E--_ '---- '---=== -- i/ 1 ;: ./~<.l ~"---"" r~- ,,/. .;:.r,J~ I I ,/' ~r /5'/' // l f ~ .,;.,..-" ."r" ,.,~r .,,r,/ , :mfli'" ,.'/""'- (~/ (/ 1imI \, , \ I I I !( ~ ~ ~ J c. i ! ~ ~ I ( ! i ~ ~ ~ ~ ~ r...~.........'"".-.. ./J>.. '\ ~"'~. '\ . \ //c,// \......".... /1:" ./~ ,.i- / >' f I I J 11 La ~(Q)(Q) ,.,..".,...."..- i ! .' 1 , ./ ) J / j~ it f / . ~ i J" ) ,."~.,,-,,,~._~j I I ~,.."'" .... ; . lti ,r~ ...' '.~#~ .. ,/ if / ,/ ? . J ,/ -,...,.....~ ~ : .... ir"....~....i ~ ~ .",- _...~.._~,........-... .:.r ..I ;l l ,I ~. . ....'"'.;1"- ..,.,.,.;..... ./i'.'/' I ' H} F t i\jAL SEP 1 1 2008 Planner: --tZY' z o o ~ ~Z o~< o~~ :S~ · 0 ~ f-4~U Z NJ:J::l:I.:l tr) ~ N~~ ~~> ~ ~O ~O~ ....S~ ~ ~ ~ o ~ ~ en. f.; ~ (/} 1 EXPIRES: 12-31-2008 J SHEET: Date Received: AUG 2 1 2008 · ...lIlal ':>l.llll1jllU,11 ~/Y" - C4 40F9 , I I , I I' I I I I I / I II I I I I / I I I I I / I I \I I I I I I I I I I I I II I I I I \I ' I ,~I III I · I I ~ I ,1.xL I I I i I I I I I I I I II: I I I I Iii I I I I lil ,u __ __ I , I ~ ',li6 - _ _ r- I , I' III I _ _ . _ '\ / _ _ ~ 1 ^ ~~ '.-- : : I I "I i M ~ '-----' ~ _=_= = == =_ / \ ! _ ~ I I ~ -'-. / ----. ==' --==... ~~ / \ II -------8'SS------ : 't /: : tr<~-===J====7v'~~fql -'-, @'i\Il1]lrlHl W~'Y! _\ -------+-/-1-11--- _ _ . ~ I 'I 1 61\ I ~ /. /.@J\!IU-------8'ss-"\/_Li_'______ - - - - T I ;;: 1\ / \ / I r- ,,- - - - - - - T _ , _ / I _ _ _ '18"SO _ _ _ _ - - - - - "8"ss_ - - I ...!- I I 9 I \ I'M. - - -\. -8'SS- 7- - r t I_\, / -1- _ _ ~ _ __ --- - '-"\& I I '" d&- ,. !/ - I '\ 0 ___;- 18<SO. -!- - - - ~ I II _\1 / -, I, 80.20 -1_ '18"SO _I _ _ _ \ _ 1l. I _ _ _ _ _ _ _ _ 1@----,8-SO-------<W"IH"i\.fr.J '---DltJ1_.1--f ~ I \ ~ j -----12"W---- I - I' Ig, jii! _L ~__..1-'~ ., ~ I :(80.19),1 \ \ _ I__~_=___ -, I I Hog--18~SD--JS/-t (801~ I 80.08) f' I -A' EG __\-__~ -:T.="" =_____~.~ tm. - - II t/> . J ~ .. -/. _ _ L , _ ~ / _ ___ __ _ . 1 I Jilt - _I 1{.1 -3 78.85 C TC /C~ ~ L- '~'2'W -=- -L - ,=- .:- _ :;, CURB OPENING _ .... _ ~ ~=_~ ",,",-c'~ _ :.;, -.;.. _. _ _ _ _ I I " - -f - L - - III I FL _1 - =r - - -.........y.' , - .- ~ ~--~OHP :- ''":":.... ....... 0-'1.0 . _ _ . - - - -16 W I I .J!. ,- -F" - r" I . _ _ _ I _ ""'"..... . . . " '. I. , ..L - - - - -0f- - - - - 12'W- -, ~ 1 d.- -" / ""'" S"SD---. ~_'':;;- :-.=-,=-=~ . ___ 'l' .--12"W-----'1f 10------- I 1 Ik-,fl - -~.,I--_r.;;--7':..,---_.~ .1, -'-- ..-VEGETA1J:11)-- 1'-' 79.95 I I I fl .,,~ --F:. . - --h) .' :S"SD / "'- FL ~ i ~ :.------11 I /(,,( .~ -"j'"':- ---- --, / /' \ 80.20 . \~.'f,t.... l' ___........ 81'~g '" ~ I ~~ij\ f I '''1\ ~ , ~ I -1/' , . D/W 90 / ~78.98 .l' """ 1;0 , 0 r 1/, / 78.50 79. Y FL \. ~ "I ~ I 'f' fJ" J I"''' 80.00 GRATE FL r Vl ~ '- " I 'I I - - ~Jiil ~. 80.25 F~ If: . . FL OFFICE t""' I "" 'L~ ~ I--------OHF-l-I- 1I\rt','*'^(\ EP / ?9.55 , 30 IIV ;" ' q<;) \ r - - I I \ f' I ~ ./ FL 80.30 80. , \ cr '\ : I ~ I I, :: +' II I '\:m.05 79.85 "" FL AC, ^ ../\. /+k,-,<-~' \ \ II: ' lj :: :: ~l:~. l "R~ \ FL .~'"oo, .' '- ~ j < l ~ 4 II I I I II '6"I~.;" ij - \ 81.15 CAR PORT 1\ ~. II I I II ~ \ AC \ 81.1 0 1- ~ I I I I I '<'... AC " 1 ~ II I / I II I II' I ~ V .".: ' ::: : ONLY :: :: 11,1 ~. /~ \ ~ ~rJ 80.15 I II I / I II I I, I, J :s .,/ \ \ )" 8, FL I II I I I I I I I ~ /1/ \ \ ~ ,> IJ\ 81.70 I II I I I " I I I' ~., \ \1 ~ \ EP I II I I I II I, ~ I j~ ' I \ \ 82.00 "I. 0 \ 80.85 80.8q I I I ~ I ' ~ \ \ AC Y \ \, ~FL FL ' ~ I 111'1' ~ _ \ ( . '\ 1 \ I II I 'lj I I II ~ II ~ I \ \ / .~, 0 \ 'II" ' 1(81.81)\!1 ~ ~ :1:( ~ ~~ 8C1/.SFSL \ \ --'", ) / .~. _ \ 1\-__--,' I::: I lEG 1\~ i~ 1 80.oQ-/~dXr-t \ ",. (i '____~ ~ : II I I \ I .' t -1 FL \ Ii .1',) \ 81. 7S / {..L,. II I I I II,\(..,.N-" ~ I "VI \ / EP ~ Y 1 'I II I 'I 1\, '- I.. 82.75 \ \ 81.95 t:l . I , II , ,') is TC I \ EP -0: P I I.. ',I, 82.30 82.1 ! \ :s: '1 : 1!illI:: /]1/ ~l i . TC JTC I "", ~~.OO~ ...... .~, ',. ~,/! I I!illI I I I ":::, 1'-,) ~~ 1\ I...... ',,- \ '\ ...... ___ _ _, ~ I IQb I I .J. ~.. '8m ',...... 1 1 1/' ! ._' '0 ! ~::" : ~\ I; >82.~~ / \\ ,} ~. / ~~.30~ / t 80.~~ ~ ~{) I! II I~,. 1\ 82.~5., \ I ~6 8,? "., 80.45 / ~#40 '\. "\ f---' I' {Ql I (81.68)yr' ;t.;; I: S"SD, C / \ j _, L\ ~ FL \l J Y : i: Ef \I I : 1( L82.~%/ \_-) __'_ ~ - l' . _ _ -r'\. ~-f' -J ,-~~c I ~ ~ ~ I l[J'.Ak'- ~_.,. /',' :--=- --=--::~"VEGETAU"J)SWALE--: /,_- _ / /' // /1Ifl I I' ~ Q:l I 1li.1 r 1. ~ ../ ../,/ .../""../ ,_ !! I "'t I \I:c 1 . --- --- .r I I" /! I I \I I I 0, \ ~ " - ..- - ....' '_\ /' I / ( I 1 I I r I I I I \I I)" ~ I \ /' / I . 80'55 I I 1. :1: I: i ,i!:~ ~ '. "b~:~E I \/.; (I \ FLf I I ; t V II I I \I I I I iii I i Ii; i I I 1/ I I II/ I, l'f I 0 J i I I I . I II / I I II I 1'1' I ~ ! Ml1J'1)' / I \ I \ i c I II I I I II , Iii I I lr/..lL" ~\W\W / / I I \ I I I I I 'II I i./ , 'I i I II I II I II if 12"SD ..-....-- --...---' //'"'_! /.I! I I" I II I I I .1 I I: I f ../......-'" ~ ii' , i ' I II I I .'-' \j~ 1/. I , --------- . ......"'" I i / I .r-' I II I .L ~12;SO< - lZ-S.,1,@-.'-"J./"'./"'I"f'///, //'" ~ <t I - - - -- I 'I I Ii'. h. ~ ~! / I 1 , 'I (. - -I- - so I I II I .II~:: I ~ _-."",. RAIN ,.' ~_....-""-_~ } :- I -- I I ~:' r I r~S~GAREAD _,,/ I' I I I II? I. I 1,/ / WI 12" OUTLET I II , I II ei 1-'~1-1 I II I I I [l!!-.I, I 1/ I I 1ra~a ~@@ ira La ~@lJ TalLa ~@@ lralLa ~@@ I I / "" ,- -ell ~ H ell. > ~ ~ GRAPHIC SCALE 40 i -- -- -- 20 ~ ~ 10 I 20 I 80 I ( IN FEET) 1 inch = 20 ft. LEGEND xX.xx I xx (XX.XX). I xx ) OR ... PROPOSED GRADE Jh ~<? In _ , ~~ ~~ EXISTING GRADE lXl lZl lXl ~ lZl .. 0 ~ ~ N .. ~ II ~ ^ - ~ ~ - ~ 0 ~ ~ ~ c; Q ~ 00 DIRECTION PROPOSED FLOW A DRAIN (SEE DETAIL THIS SHEET) PROPOSED ARE I I Taba ~@iI EI ~ ~ ~- ~ '~Si fiSS ~ &~ ~ S~ ~g }" rI) ~ ~N .. ~~ g~ R Q. :oq ~~ I I ~ ~ l.(") t'-- - ~ ~ lZl , l.(") U @ @ ~ D d D P \0 o o N ~ t:J;:t lXl o l.(") . . f-4 t-.. ~ U - o .: .. ~ Z ~ ~ -< ~ I:::l Q ~ j;;I;.c, I I 80.75 FL II 1/ II II 1/ II I CATCH BASIN D COLLECTOR With S"l2I Outlet_ SAN Filtration System 0.1 8c Grease I ,p ATENT PENDING I I s o ~ ....:l. ~. o ga ~. ~ 0 Z ::J ~ <~ ~"~~ ~e3 Z~~ r:n >- :::>;> V ~~O~~ Uz ~c:f~ ~ < ~ ~ .~ ~~ ~"O~ -'>> ~ 0 ~ ~ ~ ~ ....:l 0 ?' ~r:n:s ~ r:n . p;.. ~ < ~ 0 ~ .~ ~ ~ ~ CI':J. ~ m l- LL .5..3" STATE APPROVED ASPHALT DIPPED I ~ ~ ~,.~i<I-'i!B:__{~~~~ 7i ,\REASE TRAP ':J5' L 'GREASE ,TRAP " tt) WITH HINGED UD STIFFEN? I STIFFEN? 481" .. ~ N I I traffic grat.e " 1. Bike proof. S~~V~2~~~16-44 'loading supports AA . t tion System. . O.'/Grease Flt;a p.llow 2. P~'yurathane FIlled I I I L.d Solid Diamond Plate I 3. 4 Box fobricate:d from . 10 GA. Matenal t II N STEEL BASINS GIBSO SITE EARTHWORK 600 C.Y. FILL (APPROX.) ~ -.... ... :""4 '. -.:: / ~~/. ~~// 247 WASHINGTON ST~ EUGENE. OR 97401 (541) 687...;..8672 541) 687-0033 (Fox ~ ~ t'-- - ..;,: co o o ~ 0\ - - 00 *' REA DRAIN STANDARD A N.T.S. ~ ~ SEP 1 1 2008 P;anner: Of7Y ~ l.(") t'-- .-I . ~ A lZl I l.(") U - V) t'-- - -r;; Q ~ Y Z [ SHEET: Date Received: AUG 2 1 2008 F\r'AI R"hmitt~~6 C5 5oF9 ~- ~ t'-- _ ~ -- 00 o o ~~ 0\ - - 00 '* ~ ~ l.(") t'-- - , ~ t:1.. , lZl I \0 U - l.(") t'-- - ..- (J) C1) rs 11 u ..- Z I I / "" . , "'~ "'~~ '\ ~ '\ " , \ ~ '\ \ ~ \ \\ \ n I 'II I I II I II , 1/ , II , II I I II I II I I~ p I!J!J) f!ill] (Qb p @>> {Ql ~ ~ ~ I ONLY I 90' RIW~ -- II II /I II 1/ /I " 63' EXISTING P A V. I I I I I II II 1/ II II 1/ I I I II I II I II I 1/ , II , , II I \I I 1/ I /I I I 3.75 FC ----------- 7.5 FC 15 FC .""...."",..-.-------........................ /' " I \ I \ I \ I r - ------, 1 I I \ \ ( / /~ , , " \ \ )^ ^! I ,/ \ \ \11 11'\; I "- "- "- - - ~ /_ I , "'"- -........ " - --- ........ , ".. .........-/ . 1/ II II II /I II 1/ \~ ~ ~ , ~-==::=-==== I I I ti a La d!J.@i) TarLa ~@@ tic La ~@@ Lr a La~(Q)@ -- -- --- -- - . LEGEND '7- -- -- -- ,-- _ -3.75 FC- _ -- ' -.... /' "- I \ J \ , \ I ;7.5 FC-\ I / I \ \ I / / AS Fe , , \ '\ \ \ ) I IJ \ )^ ^\ f \ \ <) II 0 II r'/' I "- "- "- _/ I ,,,,"- - .... ,/ " -----' ,/ ........ ,/ , ,/ <9 @ ~ D d D P 3.75 FC --- '-- ,// 7.5 Fe; "', ........ ~/, , ('....., (" }5 F,~ ~"\ '" -- \ '- / \ \ ) () '" to, , (\ '~~, _~-~_~ //~J " - ,/ .......-- /-_/ '- -- " 1 , Q /' ..0.25 FC '" \ ('0.5 FC') ) r -.) /1 FC L """ I r~ ^ )~~ ' \ , '- ill-- I J} , ::::::-::- - ::::::-:;:.. ./ --- =======': =========== 1 FC 0.5 FC 0.25 FC ----------- " GRAPHIC S'CALE 20 0 I ~ 10 I 20 j 40 I g~- ~ ~ _ 0 ~.25 E-t lZl 1-1 ~ ~ ~Ulr[K) W~W r ---..------- $,;_:: - - -- - , _-_-~;p_ ::, ' , - - - -=--bU"':"~ == = =: :=== = ==: === = = ff'y' "..~"', ------ Z ---- ------------, --- I ( I~~//-/-t~://. ~~, "~I' \ - - (-.::.-- - - 71 , "..-..J.. '\"~T \ ,.J _...\ ~ i J;~~~~!\t,-~~~) /~,') (~:;,~~ ~~ " I I (\ \ \._~-y-'~ -;l ~P]tOPOSED IJ,II> \ \./ \ ,,' I I'~'\- _/~l' v SALES 1/ ( \ (' ] (I "--- :;..-14'..... I I f ~-,\r\ \ OFFICE " \ \ 'II ~ I \) I, I r \ < ~!} II v' ~ II '\ ' _ .... ______.:.. l I I \ \ '.-'J .-11 : ; II I \' ... .-r ,/ \?-/ - - - -.... I I " '-- /( '- / ~J r II /- -~ , ./,__ ,,1.-/ -1 '---'~.0 tF'''--~ II ,\ ~~'( i )' A :,/ /~______, \\ l,_=-.-) , I ~ \, ~ / I} , ;1 ) / ~-'----'/~h~-'.,-J'" ci, II I \ - -I-~-"""" /__._ I I \ f r ~~.~~ " ~"'-D,~~?- 0 e-; -"'J / / -' ~ -II' " t\ I /' ~ \ 1/ , )~".=t-:_ '" tfiE: ",,/\ , 1\ I O))}! I (// 1<;Pz/f~(j\ \ II ',~.,;;:y -')- - - - \ \ \ ""-- -, , " I I II \ , \ /I I / - .----- '\ - ---- _ " (_ r \ , \ I I ) I 0 : I J :) 0 I 1'\ \ (, I f \ 1 ~ (~ .L. I I I' \ I~' r /) : \ '- - ----- / /.". \ "-, ,,,," ----l ~/ 11/ =:' .. ... _ ../ \ /, \ :M' Y,r - . ,~' . I { \ -} <'l "- .,...-- - / 8 y/. __-' / 1\ ( r''' ~ jI ''----__ .... /-J.-/ II ~ 1--, _---"" ........--- '-/' ~".. hY/ I i /.- ->--=---- - - --r'- - - - -- - --x.- ---- -----x.-- -- - ---- -- i ( ) I \ I \ I \ "\ ~ ' 0 I ,- 9' I 32' \ I \ , \ \ : II -...-.- -- ITYP. \ ....., I \ I \ \ " : i I r- - -----., I I r - ---\ I I r - ------ I I r - ~ J /I ~, '~, \! \ I I A' \ I ' I \ I ' '\ .:C~ I / - !\ /' ^ 7/ 'X ./ \.~. ,/'= f, .- ~ - -, I 'I I / ~ -, I, -- - (\, 1 - - \ \ , " \\/' I, )' I' ,/ ",', J'- ')' I ,: ,71 \\ \ t;- u ~ ~ +'( ),~ S1.~ '; l~. _."."~Y ~0 r_ ~.( ( II , Ji ~:'",,<::::::~__/I ;;-':/, ~___~_f,,) I.~";;--L~',t ,II ~..{ __J, ,___' . ,,-. -. _.'. i..~ .. ,/ -- "-:--- - - ~ -~ "'-- - _.../ L_. ' .... = ".. " "-.!!!!I ijii Iiiiiii!! ' 1,- - _ ~'! " ........ ,/ ........'....... ........ ___ / ~ V" ...... ..---. ........-,/ , /' - -- ,....... I - ~-~ ........-/ :: I lfc La ~@@ iralLa 3j@1l - PHOTOI\lJ.bTRIC "l"bST REPORTS 3.75 FC ----------- 7.5 FC 15 FC 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 36000 LIGHT LOSS FACTOR = 0.72 OPTICAL HEIGHT = 19 FEET ARM LENGTH = 0.83 FEET TILT = 0 DEGREES FROM NADIR __ MAXIMUM ILLUMINANCE = 26.4 FOOTCANDLES ( IN FEET ) 1 inch = 20 ft. HUBBELL LIGliTING "SANTh FE" SERIES FORWARD FACING DUAL 400W METAL HALIDE SQUARELUMINARE Wfni INThRNAL HOUSE SIDE SIDELD MOUNThU ON 16' POLE & 36" CONCRhTh BASE. HUBBELL LIGltuNG "SANTE FE" SERIES DUAL 400W METAL HALIDE SQUARE LUMINARE W lIH INThRNAL HOUSE SIDE SIDELD MOUNThD ON 16' POLE & 36" CONCRI:~Th BASE. SINGLE 100W IDGHPRESSURE SODIUM "EUROLUXE" LUMINARE MOUNTED ON BUILDING 7' ABOVE FINISHED GRADE. 80 I AREA LIGHTING FIXTURE . /-\ r-", ) ....... < J \ I \ / / - -~ "- I / '\) \ I '\ I J ) \ ' I / ~... ") ') \,\ \ ! i \ \ '---II~ / ) ) I ) \ ( \ 1 \, "/ \ - ------ I \ / \ J ( r"........ ) ........ ..,-;' '- ,/ j 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 1750 LIGHT LOSS FACTOR = 0.85 OPTICAL HEIGHT = 7 FEET ARM LENGTH = 0 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 2.2 FOOTCANDLES ---- /' " \ C"-~ ) r -.) - "\ '\ l """ I rA/' /--~ \ \. ' ", ill-- \ I , , ::::::-::- ,- ::::::-:;:.. "" -.....- ... - .,..". IESNA: LM-63-1995 [TEST] HP-05331 [DA TE] [MANUF AC] HUBBELL LIGHTING, INC. [LUMCAT] BRI-04-BRSx [LUMINAIRE] EUROLUXE SERIES [MORE] REFLECTOR: DIFFUSE ALUMINUM ENCLOSURE: FROST. PRISM. GLASS [LAMPCA T] 100A [LAMP] 100 WATT IF INC [DISTRIBUTION] ROUND, BULKHEAD MOUNT W/CAST SHIELD [SEARCH] o \0 - - IESNA: LM-63-1995 [TEST] L4581 SF [MANUFAC] SPAULDING LIGHTING [LUMCAT] SF2-H40-H4-F-HS [LUMINAIRE] SANTA FE 2 [MORE] SQUARE AREA LIGHT [MORE] TYPE IV REFLECTOR CLEAR FLAT GLASS LENS INTERNAL HOUSE SHIELD [LAMPCAT] M400jU [LAMP] 400W CLEAR ED28 METAL HALIDE, HORIZONTAL POSITION 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 36000 LiGHT LOSS FACTOR = 0.72 OPTICAL HEIGHT = 19 FEET ARM LENGTH = 0.83 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 25.7 FOOTCANDL::S FIELD-ROTATED OPTICS IESNA: LM-63-1995 [TEST] L 4581 SF [MANUFAC] SPAULDING LIGHTING '. [LUMCAT] SF2-H40-H4-F-HS [lUMINAIRE] SANTA FE 2 [MORE] SQUARE AREA LIGHT [MORE] TYPE IV REFLECTOR CLEAR FLAT GLASS LENS INTERNAL HOUSE SHIELD [LAMPCAT] M400jU . [LAMP] 400W CLEAR ED28 METAL HALIDE, HORIZONTAL POSITION Footprints (TM) by Gordco lighting Footprints (TM) by Gordco lighting o 0\ - """ . r .~ ,. 1.0 "N f ., - SQUARE STEEL POLE NAL SEP 1 1 Z008 PIanner: ,?:? ~ , CONCRETE FOUNDATION 'I'Y pICAL AREA LIGHTING ELEV A'l10N Footprints (TM) by Gardco Lighting N,T.S. t j' D t t: " a.e Received: Vi AUG 2 1 2008 Fin'" ~. 'b~iMe:' aV- tI.l ~ Jooooo4 tI.l ~ j ~~ ~~ :2; ~! -. ~~ m~ t:Q lZl t:Q ~ lZl ~ ~ ~ ~ ~ II ~ ~ - ~ * ~ Q ~ ~ - <:> tt 0\ ~~ ~- ~ ~~ S~ ~o ~ 3~ t' gJ~ }' ~Ei oovS . . ~~ Sr-- 8f3 {( <:>~ -0 \0 . trl'~ ~ '"0 .,.; t'-- - ~ ~ lZl , \0 U \0 o o <'l ffi t:Q o g ~ ~ ~ ~ ~ z o o o ~ ~ Oz <~ O')-4~j ~~ ~~~ ~ ~~ 8 ~ U ~UL1 [ : Z ~ ~ s. en~ NZ~. ~~ ('f')<~ ~~N~~ ~ 0 ~~ cld t: ~:3 r;) ~ en ,..... ~ I en ~Z ~ ~o ~ ~ r/1 ~ ~ ~ fIl J EXPIRES: 12-31-2008' SHEET: C6 60F9 2 FREA 12 HE50 9'BJA \ .S-' 51KEcI IKEE 18 PLMV " COSK .2 FREA ~UC 9 G05K 12 E5C , r 511'<.EET I1'<.EE57 I ~UC 1 VIT ------------- 8E5C 4- ----- ~ /. -.. ,.,.. .. 't A ^ ^ 2VIT ~~'" 11,". ~ ~-r J.2 Ace. ~'~ '-'1 ----I -- , . , 2 OS (. < , ,_~ 3 HE50 ~. ?- ,-~'-V 1 9COS 18 PLMV 9EUA 51~T Il<EE- 4 COSK .25 G05K AU VI510N CLEAR OLLOY'l5 FENCING AT IN I t:t<SECTION 1 FL v ~J\ I 511'<.EET I KEE- 9EUA SMA ~Uc. VEGETATED 5TO~M~TE~ CLEAN51NG 5Y'lALE - TYPICAL 5 c.o5 3 G05K 5 r-r<EA 51 KEET I KEE- 9EUA 6 ESe, 11 VIT 1 C05 .2 AC.M~~ :t '" '" ~ -:-:: ' '" '" ' . "., 1{. -T~-'':'~ ~~~~I '" '" '" '" :t I .. '" '" '" :\ "\ ~'" ~L -,: ~~J '" .. i ,. I l' ......... 1\ ~ I "'...... A ~"'\ ,. . i .. II , ..., "'~: ; I . ... '" ~ r -...... , . I '. ~~' "~AC.RO ',:,1;.::1 \;~~. ., "'. "'...v"'...i...... ~ I , \. 4 VIT '" ...." '. · .) ~ 1 FL ... '" v",J~~~ , 2AUC , ... .~"$ ,,~ .. I '" J...'" ... .... '" .". I I '" ~f .', ...:.{ ".4~' .... ~ ~ "+' 'V ~.. .,; ~." ....."'.... "";,. "" ... ... ~ ~::-~ .'...~~5i-:F:;Z '::--:-:~'... --;. ~ ",.", I '~.~ .A.:. '_;\...-' ~~ x _ -l5.:- x x- -"-J'~ '- GRA55Y5~, AU AU 208 AU 208 9EUA .2F~ S I r<.EET I r<.EE- 4PLO 15 ESe 16MA 3 F~LA 6C05 10 cas I VEGETATED 5Y'{Al.E GAA55Y 5V'\ALE ) \ 6G05 --- , , & ~ z :::) 2 ~ lU n.. ~ n.. -- I ./ CURB ON ASPHALT ~\.J'<~ $\..~~,. 2" e~ ~OO" ~ ~~ ~ ~ S-5" vJ::t;, CHECK DAMS @ 12' TO 20' IN 1t::~VALS MIN. 2 DAMS PEr<. SJI'lALE 2' ~ 3' SARI< MULCH '\ s::: 'E ~ C'I 't \f) Id Ii::i <( ~ () ffi H 11-.0( Z :0 12" MIN. / G~ING MEDIUM \ "-4:1 MAX. 2' SIDE SLQFE5 -601 10M - t"'t:f'C'.MEABLE FIL I ~ FABRIC "- '-9:1 MAX. \ SIDE SLOPES t"'t:I"".M~LE FIL I c:ro:;. FABRIC 12" MIN. USE IMPERMEABLE FIL I r:K GRO~ING MEDIUM AD.JACENT TO THE SA' Fe; OFFICE I 6' 5' l' CLEAR FLOYi AREA NOTE MARl< THE NORTH SIDE OF THE TREE IN THE NUR:.my, AND ROTATE ~ TO FACE NORTH AT THE SITE YiHEN ~ POSSIBLE. f. g SECTION A-A GRASSY SY'lALE SECTION N.T.S. SECTION B-B VEGk: I A I t:D 5ViALE SECTION ~ 0\ I r<.FF PLANTING AT PARKING AREAS \:::;J SEC,TION N.T.5. PL.ANT SCHEPUL.E KEY VlIY. BOTANICAL NAME TREES ACG 2 AGM .2 ACRO 5 r-rq:A 11 FRLA 5 ZS6V 9 SHRUBS AIJC cas COSI< ESe BJA MA OB PLO PLMV RH.J VIT COMMON' NAME Ac.er circinatum Ac.er macrophyllum Ac.er rubrum 'October Glory' Fraxinu!l excel!lior 'AureaFolia' Fraxinu!l latifolia Zelkova !lerrata 'Green Va!le' Vine Maple Big Leaf Maple October Glory Maple Golden De!lert A!lh Oregon A!lh Green Va!le Zelkova 9 91 42 41 15 21 16 11 i9 8 25 Arbutu!l unedo'Gompacta' Gornu!l !leric.ea Gornus fJericea 'Kelseyi' E!lcaUonia 'Gompakta EuonymufJ alata 'Gompacta' , Mahonia aU'luirolium O!Imanthus x burkwoodfi Prunu!l laurocerasu!l 'otto Luyken' Prunu!llaurocera!lufJ 'Mount vernon' Rhododendron '.Jean Marie Montegue' Viburnum tlnus 'Spring Bou't,uet' Strawberry Tree Red~ier Dogwood Dwarf Redtwig Dogwood Gompact Eecallonla Burning Bush Oregon Grape Burkwood OSmanthus otto Luyken Engli!lh Laurel Mount VernonUUrel .Jean Marie Montegue Rhodo. Spring BouGl,uet Viburnum MIN. SIZE COMMENTS o' ht. 2" cal. 2" cal. 2" cal. 2" cal. 12" cal. /5 qal. 9O"ht. .2 gal. 12 gal 159al 15 gal. 15 9211. 5 gal. ;3 gal. 15 gal. 15 gal 1 gal. 1 gal. 1 gal. 1 gal. multi-fttem~ B4B Matching, limbed up to approx. 0 ft. Matching, limbed up to approx. 0 ft. matching. Full Matching, full, B4B MatchIng, limbed up ta apprax. 6 ft. matchIng, rull matchIng, rull matching, rull matching, full match ing,full matching,'rull matching, full matchinq, rull match ing, rull matching, rull match lng, rull match ing, full matchlnq, rull full matchIng, rull PJ..ANTINGr NOTES 1. SEE SHEET LA-.2 FOR IRRIGATION INFORMATION. .2. SEE SHEET LA-9 FOR SPECIFICATIONS. 9. GUANTlTIES IN PLANT LIST ARE FOR CONT'RACTOR CONVENIENCE ONLY. CONTRACTOR RESPONSIBLE FOR PROVIDING AND INSTALLING ALL PLANT MATERIAl. INDICA 1 Q.) ON PLAN. 4. PLANTINGS AT VISION CLEARANCE AREAS TO BE MAINTAINED BELOVi 90" HEIGHT. 5. 5-.... i AT SY'fALE AREAS TO BE 'POX' BY HOBBS AND HOPI<JNS, LTP; (509) .2S<:,{-1518. APPLICATION RATE TO BE 1 lb. t"'t:l'<. 1000 S.F. o ORNAMENTAL "J"REE5 <<} SHRUBS ~ GROUNDCQVER (AU) ~ GROUNDCOVER (RUG) ~... '+'~ 'V""...... :"'... 'V",": SEEDED 5~LE AREAS '" ~~"'~"''V_ ADJACENT BUILDING OR EDGE OF PLANT BED o o ~ ~ ~ ..... () ~ It . \ o o GROUNDCOYER5 AND rt:RENNIALS JldJ HESO MAN RUC GUY ~IRE 24" a.c. Arcto!ltaphylO!l uva-ur!li 12 Hemaracalli!l 'Stella D' Ora' 24" o.c. Mahonia nervO!la 1.2" a.G. Rubuscalycinolde!l I Klnnikinnfck Stella D' Ora Daylily Long Leaf Mahonia Rubu!l PJ..ANTINc& L.Ec&ENI:> u. "'SHADE TR.f1=<=) w o STAKES AS SPECIFIE!? - EVENLY SPACED (2) EACH ORNAMENT AL/CONlrc;ro:. TREE (9)EAGH SHADE TREE o o SPACING "D" 18" O.C. 24" O.C. 90" O.C. 90"0.C. 48" O.C. COMPAC I t:V TOPSOIL (BEL01"l ROOT BALLS ONLY) P _A \I-I \lG P _A \J ,0 o REMOVE BURLAP FROM iOP 1/9 OF ROOT BALL o MULCH AS SPECIFIED (2" CLEAR AT TRUNK) SPACING "D" S" O.C. 6" O.C. <:'{" O.C. 12" O.C. 15" O.C. R~"A" 2.0" 5.2" i.8" 1QA" 19.0" GONC~I c: V'tALK OR CU~ ~ 8 It 0" o ROYi "A" 15.6" 20.8" 26.0" 90.0" 41.5" <~ GROUNDGOVEFt SPACING DIAGRAM SECTION N.T.S. 64 SEP 1 1 2008 Planner: '., /l//Y C) PLANTING SOIL SUB GRADE. -. NORTH Final Date Received: AUG 2 1 2008 · ..(2); - o 4 8 16 32 SCALE: 1/16" = 1 '_0" SCALE: 1/2" = 11-0" ~G\ST€.J?p. ~v 279 <:/) .~~ ~ David J. Dougherty ~ ~ U ~ OREGON ~ 0}PE A~& j .~ '-' c:l ....~ f5 ~-.. ~t Qa ~ .e tt\ ~ ~ '" ~ 1f '-0 ~ Q) , ~~~ "'0\'" ! C · Q)O.c etnQ,. ftS ! - =00 3:Q)CO c'" jtQ)tb 'V ~I LIoI . :;; '" en ~ WW Cl.~ <(W U> enO OrY L:.n <(~ " I c: 0 0 e> Q) +-' S- O :::J - <( u . Q) .- t . "l- e> CJ) c: .- m S- o. 0 en U +-' CJ) CD ~ -C C m +-' t=-: CJ) () m w ...., W 0 0:: a.. DATE: so MAY 200; REVISONS: 1, OCT 200, 1 NOV. 2001 18 AUG. 2008 I DWG NO. LA-1 ~. DLA lac. COPYRIGHT 2007-8 -~ 0 0 0 0 o~ 0 0 0 '--' -- ~~_u,u... CD CD '-"1" C~ t) / (]. e) (] ~ .) (1) ~4111, r:::-~1-114" 1" ..., ~ ; . I~ I I I I ~ \. L: -:- fFfl", 1 1 r - - - - ~~~~~ :~'~'r9~ J 0 ~~~;t. ;';~.,:~:r;,~- .:, ",::, f . ,':, .:,.,.; ....~ &0;~i f" .~ ~I ~. ' 1-1/4" // /7 / Q) / /..-::;'1- ~ r~ 2 0000' II t 0000"/, " 2 '\ 9/4" (::;'\ 9/41 I) 0 d n 0 ~..,...,.. ::t 9/4~ ~9/4"j=t e e,)\JZ 41 - - - J?: QJ o ~ Jf'{A I t:K PROOF CONNECTION 9O-INCH LINEAR LENG1l4 OF ViIRE. COILED ID TAG - RAIN 61F?D VID SERIES ~ VALVE Box Y'iITH L.OCKING COVER: ~ 1.2-INCH SIZE. SROViN, LIDS IN PLANT BEDS. GREEN LIDS AT ~S . ,', '... F'INISH GRAOElTOP OF MULCH .// (' If~ REMOTE CON1"ROL VALVE: S~'-5" , RAIN BIRD r~D I, , S" PVC SCH 80 NIFFLE 1 , '~ ' NIJ3CO T-119 GATE VALVE I!. ~ . c;rPVc. SCH eo ElL ~ t' PVC MAINLINE PIPE \n ' 7'- ArrKOVED FILII::K FABRIC Ul , ""- AT ALL OPENINGS OR. HOLES li6~~~r;t~f!.~~0;;;~~\~:Ii~~~~7t~~1~ ~;-~~ ~L:PEBOX SUMP vmH La:> "" ANGLE TO SFEC.IFIED DEPTH " SAND BASE ~ @ AUTOMATIC CONTROL VALVE @ SECTION 1" = f-o" P Lc (1- /"">. - o e- e- ~ ~ ~: --, -/-~ -'-v -~ )~I- MOISTURE SENSOR ON SOUTH OR Y'(EST FACING SUILDING EAVE -- -'-.- /i\f ~ -4) ~ o ~ ~ It t) Jill ~~ "IJ. ,lolli, n"" <~ ~ , iJ> 41 l}:o ~ ~ ~ o ... , , ... , -- ~ ./\. L J (f .) I (5)~ 1)'0 H/~~-1" ~~I~:G ~ I ~': ~,I . I -------I~I, ~ , 6/4" I ~7 1" ,_ '?(5/#1 :~:>1-1/4" j~ '0 0 -0 ~. """_IiIIIII~..~ ~ r-... .. r'\ - -- ------- ~ e-a ~-(. o l}. I t) v c. I) 9/4" '-.., I () .) I AUTOMATIC CONiROLLER - EXACT LOCATION TO BE COORDINA I t:v IN FIEU? ~l () .) G o ~ I .), o 0_1" '-9/~' , -1-1/211 o ~ ( ~H/4" ;211./ o 0 00 I ~ ~ t)1 I t) i I) I t)1 C) p ~ E""".~ !~ -P' Q}- ! . [p, Qj ~ 1'09/.11141\ ~ ~~9/4" ~ [3 .qJ ~~al:,LI.l. It 9/4") Qj ~, ~ o FINISH GRADE 10" ROUND VALVE BOX ~ITH LOCKING LID 4" CORRUGA I t:V PIFE SCH. 00 NIFPLE SCHAO FVC TEE PVC MAINLINE BRASS GL.OBE VAl...VE 1 CU.FT. DRAIN ROCK ~ITH FILTER FABRIC, SURROUND SECTION MANUAL MAIN LINE DRAIN VALVE 1" = 11-0" ~ ~ o rSUllDIN6 'IW.L~ ~5FECIFIED CONTROLLER: G ~ e;g ",-, ~ '-. ~ ~ ~ ~~ -1.5-INCH CONDUIT AND FI1TINGS .JUNCTION BOX .J.^tIRES TO REMulc CONTROL VAt... VE5 . t-lNCH CONDUIT AND FlmNG5 TO P~ER. 5UFFL Y CONDUIT AND II I liNGS: UNDER GROUND: F1..ASTlC, CLASS III. It:J.,..It:AAJ... SPECIFICATION Y'i-G 10CW. ABOVE GROUND: ALUMINUM. h::vc1"".AL. SPECIFICATION ~-G-540. .@ AUTOMATIC GON I KOLLER ELEVATION 1" = 11-0" LEGEND HEAD SCHEDU,I F, ~ SYMBOL MAKE . RAIN BIRD e RAIN BIRD ~ RAIN BIRD e RAIN BIRD ~ RAIN BIRD ~ RAIN BIRD EB RAIN BIRD G RAIN BIRD Cd RAIN BIRD o RAIN BIRD G RAIN BIRD G RAIN BIRD . RAIN BIRD e RAIN BIRD ~ RAIN BIRD ~ RAIN BIRD ~ RAIN BIRD e RAIN BIRD ~ RAIN BIRD (!3J RAIN BIRD W RAIN BIRD 'V RAIN BIRD AUTOMATIC CON"1"'R.OL VALVE ~ RAIN BIRD PES ... MASTER SHUT-OFF VALVE - KENNEDY 80S; ~ AUTOMATIC CONTROLLERS - RAIN BIRD ESP-6U< PLUS N [1 BACK FLOY'( PR.EVENTER - ~ILKINS MODEL <15O-XLT - 1" ~TER Mt:leR - 1-1/2" SEE ENGIN~'5 ~INGS ~ , t. (' RAIN SENSOR - HUN I c~ ~IRELESS RAIN-c.L1K LA I t:r<AL LINE AND SIZE IRRIGATION MAINLINE - 2" THROUGHOUT a:= ~ IRRIGATION SLEEVE (23) @ IRRI6A TION V AI.. VE NUMB~ VALVE SCHEDULE IRRIGATION ZONE NUMBER ZONE AREA 1 .2 9 4 5 6 SHRUB - NY'i GaRNER. SHRUB - S~ CORNER. SHRUB - SE CORNER SHRUB - E EDGE SHRUB - NE EXPOSURE NE SPARE ALL.VALVE5 TO BE EGlJlrrc..J Y'iITHFF?5-D PRESSURE REGULATOR IRRIGATION NO I t:S 1. CONVENE ON-SITE Mr:t: liNG Y'(ITH LANDSCAPE ARCHITECT. IRRIGATION CONTAACTOR AND GENERAL CONTRACTOR PRIOR TO STARTING ANY IRRIGATION ~. 2. CONTRACTOR TO CONTACT LANDSCAPE AR.CHlTECT 48 HOURS PRIOR TO EACH OF THE FOL1-0~ING INSPECTIONS OR Mt:t: liNGS: - PRE-GONSmtJCTlON MEETING - MAINLINE PRESSURE TEST - SYSTEM PERFORMANCE TEST 9. PIPE SIZES INDICA I t:V APPLY TO ALL PIPING DO~NS"fREAM FROM LABEL TO NEXT INDICA I t::V PIPE SIZE. CONtRACTOR TO VERIFY MAX. VaOCI1YOF 5' rcI'" SECOND. 4. PIPING LOCATIONS ARE DIAGRAMMATIC. PIPING TO BE LOCATED IN ADJACENT LANDSCAPE AREAS. 5. CONTRACTOR TO VERIFY SUFFICIENT FLOY'( AND PRc:,:;URE FOR IRRIGATION SYSTEM AS DESIGNED PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT IF DISCREPANCIES EXIST. 6. EGlJIPMENT LOCATIONS ARE DIAGRAMMATIC. CONTAACTOR TO INSTALL INDICAIt:V EGUIPMENT IN ADJACENT PLANT BED. ;. ALL 51 Fl=VING TO BE 6" SCHEDULE 40 PVC PIPING. 8. CONTRACTOR TO V~IFY SLEEVING' AS SHOY'4N IS SUFFICIENT TO INSTALL SYSTEM INCLUDING SPARE r\1RE5. CONTRACTOR RESPONSIBLE FOR PROVIDING ADDITIONAL SLEEVINGIF NECESSARY. <::f. PROVIDE AND INSTALL Sf'ECIFIED ISOLATION VALVE IMMEDIATEL YUPSTREAM OF EACH AUTOMATIC CONTROL VALVE (SEE DETAIL). 10. PROVIDE AMD INSTALL RAIN BIRD VID1Y241D TAGS AT EACH AUTOMATIC CON"1"'R.OL VALVE A5SEMBL Y. 11. PROVIDE ONE SPARE Y'tIRE TO FURTHEST CONTROL VALVE FROM CONTROLl-ER. 12. SEE SHEET LA-1 FOR. PLANTING LAYOUT. 19. SEE SHEET,L.A-9 FOR IRRIGATION SYSTEMSFECIFIC.ATIONS. MODEL 1804/6 1004/6 1004/6 1804/6 1004/6 1804/6 1004/6 1804/6 1804/6 1804/6 1004/6 1004/6 1804/6 1804/6 1804/6 1804/6 1804/6 1004/6 1004/6 1004/6 1004 1004 NOZZLE PSI 15F 25 15TG 25 1~1 I .25 15H 25 15T .25 1SG .25 1.2F 25 12TG .25 1.21T .25 12H 25 1.2T 25 12G .2S 10F 25 10H 25 10T 25 10G .25 8F 25 eH 25 8T 25 00 25 151t"'c:,'IRC5 25 155ST 25 HEAD PSI GPM 1006 1006 1006 1806 1006 .25 25 25 25 25 40.15 4.2.12 4.2.12 11.48 29.59 GPM S.9O 2.48 2.21 1.65 1.10 .8S .2.40 1.80 1.61 1..20 .80 .60 1.44- .12 .48 .S6 .82 .41 ..21 .21 .45 1.11 SIZE 1-11.2" 1-1/.2" 1-11.2" 1" 1" pop-UP SPRAY SPRINI<l..ER. FINISH GR.ADElTOP OF MULCH SPIRAL BARS EL.6OY'I. RAIN BIRD SBE MOvcl.. OR"APPROYED SViING PIPE. 1S-INCH MINIMUM LENGTH: RAIN BIRD SPX SPIRAL. BARB FI ~Y'(. RAIN SIRD SSE MODEL OR APPROVED PVc L.A I t:~ PIPE PVC 5CH 40 TEE OR ELL MARJ...EX STRct: I ELL I r !-11L o. ~n :. Y'(IRES TO CONTROL..1..ER RECIEYER MOUNTED ON Y'(Al.L ADJACENT TO CONTROLLER FLUSH MOUNTED POP-UP f5\ SPRAY NO,77LE SPRINKLER ~ SECTION 1-1/.2" = 1'-0" ~ HUNTER ViIRELESS AAIN-CLIl< MOISTURE SENSOR Y'lEST EAVE FACE NOTE: MOUNTING SURFACE MUST SE EXPOSED TO UNOBSTRUCTED RAINFALl.. AND NOT IN THE PATH OF SPRINl<LER,5PRAY. LOCATION TO SE REPRESENTATIVE OF SITE'S HO I I t:5T EXPOSURE. I ~~GA - 0 \Jp _A ,\j - VilRELE55 MOISTURE 5ENSOR - o 4 8 16 32 SCALE: 1/16" = 1'-0" G& SECTION 1-1/.211 = 11-0" NAL SEP 1 1 2008 Pfanner: t?? Y CD 64 Date IMliJiVed: ~~\STEl?,b ~v 279 ~.IJ .~~ t-4 David J. Dougherty E-c ~ U ~ OREGON fj Q)e: ~ 4PE l\~\v~Y ~ ~ .~ .., a::~ ....t ~s ~t Cil ~ J ~ j co :" 00 CI') f'b ~ co ~i~ CI')~~ ~ c · E ~i. eoS 3:cuOO clfl r:!:cptIl'\ -c:t ~ ~ LU~ ~ en I- L Ww c..~ <(w U> enO r~, ~c.. <(~ I c 0 0 0> (J) ....... L- 0 ::J ~ <( U (J) .- ....... ,. I t>> en c: CO .C 0- 0 en () ....... en CD S -c c CO ....... t=-= en () CO w -" W 0 0:: a.. DATE: 90 MAY 2001 REVISONS: 1 NOV. 2001 11 MARCH 200e 18 AUG. 2008 DWG NO. LA-2 DLA Inc. COPYRIGHT 2007-8 SECTION 02800 -IRRIGATION PART 1 GENERAL 1.1 SECTION INCLUDES A. Pipe and fittings, valves, sprinkler heads accessories. B. Control'system. 1.2 RELATED SECTIONS A. Section 02900 - Landscaping. 1.3 REFERENCES A. ASTM D2235 - Solvent Cement for Acrylonitrile - Butadiene - Styrene (ASS) Plastic Pipe and Fittings. B. ASTM 02241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe (SOR-PR). C. ASTM 02282 - Acrylonitrile-Butadiene-Styrene (ASS) Plastic Pipe (SDR-PR). O. ASTM D2564 - Solvent Cement for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings. E. NEMA 250 -Enclosures for Electrical Equipment (1000 Volts Maximum). 1.4 SYSTEM DESCRIPTION A. Electric solenoid controlled underground irrigation system. 1.5 SUBMITTALS AT PROJECT CLOSE-OUT A. Record actual locations of all concealed components, piping system, sleeves and drain valves. Record drawings to be updated on-site daily and available for review at all times. B. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturer's parts catalog. C. Provide schedule indicating length of time each valve is required to be open to provide a determined amount of water for 3 seasons. Schedule is to account for differing water requirements of lawns, shrubs and different solar orientations. D. Provide laminated reduction of plan inside controller cabinet with valve and zone locations clearly identified. 1.6 QUALITY ASSURANCE A. Installer: Company specializing in performing the work of this section with minimum of 3 similar projects. B. Maintain one copy of plans and specifications on ,site at all times that work of this section is occuning. 1.7 REGULATORY REQUIREMENTS A. Conform to applicable code for piping and component requirements. B. Products Requiring Electrical Connection: listed and classified by Underwriters Laboratories Inc.' as suitable for the purpose specified and indicated. 1.8 PRE-INSTALLATION MEETING A Convene on site meeting with general contractor, landscape contractor and landscape architect one week before starting work of this section. 1.9 EXTRA MATERIALS A. Provide: 1. (4) sprinkler heads of each type and size. 2. (4) nozzles of each type and size. 3. (2) valve keys for manual valves. 4. (2) valve box keys. PART 2 PRODUCTS 2.1 PIPE MATERIALS A. Main lines: Polyvinyl Chloride (PVC) 1120, Schedule 40, ASTM 0-2466 B. Lateral Lines: Polyvinyl Chloride (PVC) 1120, Class 200, ASTM 0-2241 C. Branches and Offsets at Sprinklers: Triple elbow assembly using Irritrol System's ftBlue Stripeft tubing, ASTM 0-2466, Schedule 40 socket typefrttings, and ASTM 0-2464 Schedule 80 Threaded. D. PVC Fittings: Polyvinyl Chloride (PVC) 1120, Sch.edule 40, ASTM 0-2466. E. Solvent Cement: ASTM 02564 for PVC pipe and fittings. F. Sleeve Material: PVC 1120, Schedule 40, ASTM 0-2466. 2.2 OUTLETS A. Pop-up Spray Heads: Make and models specified on drawings. 2.3 VALVES A. Master Shutoff Valve: Make and model specified on drawings B. Backflow Preventer. Make and models specified 'on drawings. C. Valve Box and Cover: Backflow Preventer - Access (Ametek) Jumbo; Automatic and Manual Control Valves - Access (Ametek) 12" standard wI locking lid; manual drain and isolation valves - Access (Ametek) 10" round wI "irrigation maintl labeled on inside of lid. Lid Color. Brown (except BFP). D. Manual Drain Valve: Lawnlife 075 AV E. Drain Valve Sump: Provide minimum one cubic foot (12" deep by 12" square) of%" minus pea gravel wrapped in filter fabric below each drain valve. F. Control Valves: Make' and models specified on drawings. G. Valve Tags: Rain Bird VID1Y24. 2.4 CONTROLS A. Controller: Make and model specified ,on drawings. B. Wire Conductors: 14 gauge, single strand. Color-coded: White - common, Red - zones, Blue- spare. C. Wire Connectors: DBY by 3M or approved. PART 3 EXECUTION 3.1 EXAMINATION A. Verify location of existing utilities. B. Verify that required utilities are available, in proper location, and ready for use. 3.2 PREPARATION A. Piping layout, indicated is diagrammatic only. Route piping and valve boxes to avoid trees, shrubs, ground cover, and structures. If conditions differ significantly from those shown on plan, contact Landscape Architect immediately. B. layout and stake locations of system components. C. Review layout requirements with plantings and other affected work. Contractor is responsible for insuring irrigation equipment locations do not conflict with proposed plant locations. 3.3 TRENCHING A. Trench and backfill as detailed on drawings. B. Trench Size: 1. Minimum Cover Over Installed Supply Piping: 18 inches 2. Minimum Cover Over Installed Branch Piping: 15 inches C. Trench to accommodate grade changes and slope to drains. D. Maintain trenches free of debris, material, or obstructions that may damage pipe. 3.4 INSTALLATION A. Install pipe, valves, controls, and outlets in accordance with manufacturer's instructions and details on drawings. B. Provide 3" sand bedding below all piping. C. Set outlets and box covers at finish grade elevations. D. Provide for thermal movement of components in system. E. Slope piping for self drainage to specified sump. F. Install pop-up heads as detailed on drawings. G. Control Wiring: Provide 10 inch expansion coil at each valve to which controls are connected, and at 100 ft (30 m) intervals. Bury wire below pipe and tape at 15' intervals. H. Provide two spare control wire to furthest point of mainline. I. After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head of water. SECTION 02900 - LANDSCAPING 3.5 BACKFILLING A. Provide 3 inch debris free cover over piping. Backfill trench and compact to subgrade elevation. Protect piping from displacement B. Coordinate the work with site backfilling, landscape grading and delivery of plant life. PART 1 GENERAL 1.1 SECTION INCLUDES A. Soil preparation and fine grading B. New trees, plants, and ground cover C. Mulch and fertilizer O. Maintenance E. Tree pruning 2.4 MULCH MATERIALS A. At Plant Beds: Shredded fir bark 5/8" - %" diameter, free ,of growth or germination inhibiting ingredients. 2.5 ACCESSORIES A. Stakes: Softwood lumber, pointed end, uniformly sized, capable of at least 2 years ground burial. 2ft X 2ft minimum size. B. Cable, Wire, Eye Bolts [and Tumbuckles]:Non-corrosive, of sufficient strength to withstand wind pressure and resulting movement of plant life. C. Guy Wires: No. 10 ga. annealed, galvanized steel wire. D. Plant Protectors: Rubber sleeves or hose, 2-ply reinforced over cable to protect plant stems, trunks, and branches. 2.6 PLANTING TABLETS A. Planting Tablets: Scott's Agriform Fertilizer Tablets 2.7 HERBICIDE AND PESTICIDE A. Herbicide: As approved by landscape Architect. B. Pesticide: As approved by landscape Architect. 2.8 SOURCE QUALITY CONTROL AND TESTS A. Provide testing and analysis of imported topsoil. B. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt and organic matter and pH value. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that prepared subsoil and planters are ready to receive work and have been approved by Landscape Architect. B. Saturate soil in tree pits with water to test drainage. C. Verify that required underground utilities are available, in proper location, and ready for use. 3.2 PREPARATION OF SUBSOIL A. See Backfilling section. B. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend'slopes into level areas. C. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil. D. Scarify subsoil to a depth of 6 inches below all landscape areas prior to placement oftopsoil. Repeat cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted subsoil. E. Where crushed rock exists below landscape areas, remove additional 6" of subgrade' prior to soil placement. F. Dig pits and beds 2x diameter of root ball or pot minimum. 3.3 PLACING TOPSOil A. Do not place topsoil untilsubgrade has been approved by Landscape Architect. B. Spread topsoil to a minimum depth of 24" min. for plant beds. Compact topsoil to 85%avg. density. Rake until smooth. C. Place topsoil during dry weather and on dry unfrozen subgrade. D. Remove vegetable matter and foreign non-organic material from topsoil while spreading. E. Grade topsoil to eliminate rough, low or soft areas, and to ensure pOSitive drainage. F. Coordinate with installation of underground sprinkler system piping and watering heads. 3.4 SOIL PREPARATION A. Place 3" organic material upon all plant bed surfaces. Mix into top 6ft of soil. B. At Plant Beds: Apply fertilizer in accordance with manufacturer's instructions at a rate of 20 Ibs. per 1000 SF. C. Apply after initial raking of topsoil. o. Roto-till thoroughly into upper 8 inches of topsoil at plant beds. E. Lightly water to aid the dissipation of fertilizer. F. At tree pits add the fonowing amendments to the topsoil and mix thoroughly to achieve the proper mix: 1. One part organic material to 5 parts topsoil. 2. 6 Ibs. commercial fertilizer per cu. yard of planting mix. 3.5 PLANTING A. Place plants for best appearance for review and final orientation by Owner's Representative. B. Set plants vertical. C. Remove non-biodegradable root containers. D. Set plants in pits or beds, partly filled with prepared plant mix, at a minimum depth of 6 inches under each plant. Remove burlap, ropes, and wires, from the root ball. E. Add planting tablets per manufacturer high rates. F. Backfill soil mixture and compact in layers. Maintain plant material in vertical position. G. Saturate soil with water when the pit or bed is halffull of topsoil and again when full. 3.6 MULCHING A. Mulch all plant beds to a depth of 3" minimum thickness within 24 hours after planting. 3.7 PLANT SUPPORT A. Brace plants vertically with plant protector wrapped guy wires and stakes as detailed: 3.8 TREE PRUNING A. Prune new and existing trees as directed by Owner's Representative. 3.9 FIELD QUALITY CONTROL A. Section 01400 - Quality Assurance: Field inspection and testing. S. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.10 MAINTENANCE FOR PLANT BEDS A. Neatly prune plants where necessary. B. Immediately remove clippings after trimming. C. Water to prevent soil from drying out. D. Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions. E. Apply pesticides in accordance with manufacturers instructions. 3.11 CLEANING AND REPAIRING A. Maintain sidewalks and paved areas clean at all times. B. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other paved or surfaced areas. C. Remove lawn barricades as soon as lawn is established. D. Including work of other Sections, clean, repair, and touch-up, or replace when directed, products which have been soiled, discolored, or damaged by work of this Section. E. Remove excess materials and debris from project site upon work completion or sooner, if directed. END OF LANDSCAPING SECTION ~~\ST.€.l(p ~V 279 ~.o .~~ t-4 David J. Dougherty E-t ~ ~ ~ OREGON ~ 0tPE A.~& j .! ~2t ....i --C.3 ~t ....1 ~ J ! ~ OJ ;; l~! c./)~~ t ~i ~~I it st-' "It :ST' W . ~ 3.6 FIELD QUALITY CONTROL A. Prior to backfilling, test system for leakage at main line piping. Pressurize to 100 psi for 24 hours. Perform test in the presence of Landscape Architect or owner's representative. B. System is acceptable if no leakage or loss of more than 5 psi occurs during test period. 3. 7 INSTALLER'S FIELD SERVICES A. Prepare ,and start systems. B. Provide one complete spring start-up and one full fall shutdown. 1.2 RELATED SECTIONS A. Excavation B. Backfilling C. Section 02800 - Undergroundlnigation System. W I- "e:;. II' W (L~ <(W 0> Wo 00::: fIIt:..(L <(I · .....I~ c: 0 0 0) Q) ......, L- 0 :::J - <:( U Q) -- ......, 'f- uJ CJ) c: -- CO L- 0. 0 W () ......, CJ) (1) $ -c c: CO ......, CJ) CO W DATE: 90 MAY 2001 REVISONS: FjNAL SEP 1 1 2008 Planner: tP ~ S:>=CI- CA IO\JS DWG NO. LA-3 DLA Inc. COPYRIGHT 2007 Uate ReceiVed: ~ AUG 2 f 2008 Final Submittal O~.. 3.8 ADJUSTING A. Adjust control system to achieve time cycles required. B. Adjust head types for head to head water coverage as directed. 1.3 REFERENCES A. ANSI Z60.1 - Nursery Stock. B. NAA (National Arborist Association) - Pruning Standards for Shade Trees. 3.9 DEMONSTRATION AND INSTRUCTIONS A. Perform coverage test of all zones in the presence of landscape Architect. B. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads. Use operation and maintenance material as basis for demonstration. C. Instruct owner's personnel in winterization and activation procedures for entire system. 1.4 DEFINITIONS A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Moming Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass.. Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. 3.10 SCHEDULES A. Schedules as shown on drawings. 1.5 SUBMITTALS - PROJECT CLOSE-OUT A. Maintenance Data: Include pruning method; types, application frequency, and recommended coverage of fertilizer; and other routine maintenance schedules. B. Submit sample of each of the following to Landscape Architect for approval: 1. Topsoil and each soil amendment 2. Mulch END OF IRRIGATION SECTION 1.6 QUALITY ASSURANCE A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three years documented experience. B. Contractor Qualifications: Company specializing in installing inigation and plant material with 3 years documented experience. Contractor must be licensed under ORS 671.510 to 671.680. C. Tree Pruner Qualifications: Company specializing in pruning trees with proof of Arborist Certification. D. Tree Pruning: NAA - Pruning Standards for Shade Trees. E. Maintenance Services: Performed by installer. 1.7 REGULATORY REQUIREMENTS A. Comply with regulatory agenCies for fertilizer and herbicide composition. B. Plant Materials: Certified by state department of agriculture. Described, by ASTM Z60.1; "American Standard for Nursery Stock. It 1.8 DELIVERY, STORAGE, AND HANDLING A. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. . B. Protect and maintain plant material until installed. C. Deliver plant materials immediately prior to placement. Keep plants moist. 1.9 ENVIRONMENTAL REQUIREMENTS A. Do not install plant material when ambient temperatures may drop below 35 degrees F' (2 degrees C) or rise above 90 degrees F (32 degrees C). 1.10 COORDINATION A. Install plant material after and coordinate with installation of underground inigation system piping and watering heads specified ,in Section 02800. 1.11 INSPECTIONS FOR APPROVAL A. Request visitation by the Landscape Architect 2 days in advance of the following: 1. Sub-gradeexcavation: After sub-grade 'excavation and prior to placement offills, Landscape Architect will, review work for compliance with specified depths and sub-grade scarification. 2. Finished Grading Review: Immediately after placement of fills Landscape Architect will review work for compliance with speCified tolerance of grades, slopes and surface drainage and will determine if additional work is required. 3. Materials and Prototypical Layout Review: Immediately prior to installation, place (but do not install) plant material for one sample area as directed by the Landscape Architect. All materials shall be reviewed by Landscape Architect for compliance with specifications and submittals. Layout and materials will be approved by Landscape Architect and will be representative for continued work. 4. Installation Review: At time of Substantial Completion Inspection, Landscape Architect will review installation of all work of this Section. Installation Review will not occur until completion of all planting. 5. Warranty Review: immediately prior to the expiration of the Project Warranty, review all work of this Section for compliance with requirements. Make any corrections required by these reviews. 1.12 WARRANTY A. Provide one year warranty under provisions of Section' 01700. B. Plant Material Warranty: Include coverage for one continuous growing season after date of final completion; replace dead or unhealthy plants. Contractor is not responsible for defects caused by unusually extreme weather, vandalism, or lack of owner's maintenance. C. Replacements: Plants of same size and species as specified, planted in the next growing season, with a new warranty commencing on date of replacement. 1.13 MAINTENANCE SERVICE A. Maintain plant material until Final Completion is approved by Landscape Architect. B. Plant material maintenance to include: 1. Cultivation and weeding plant beds and tree pits. 2. Applying herbicides for weed control in accordance with manufacturer's instructions. Remedy damage resulting from use of herbicides. 3. Remedy damage from use of insecticides. 4; lnigating sufficient to saturate root system. 5. Pruning, including removal of dead or broken branches, and treallllent of pruned areas or other wounds. 6. Disease control. 7. Maintaining guys and stakes. Repair or replace accessories when required. 8. Replacement of mulch. PART 2 PRODUCTS 2.1 TREES, SHRUBS, AND GROUND COVER A. Trees, Shrubs, and Ground Cover: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the Work. 2.2 SOIL MATERIALS A. Topsoil: Imported, natural loam with 10% humus and possessing characteristics of representative loams in the project area. Free of rock, subsoil, clods, lumps, plants, roots, sticks, weeds, seeds, and other deleterious substances. It is not anticipated that on site soil will possess these characteristics. 2.3 SOil AMENDMENT MATERIALS A. Plant Bed Fertilizer: Containing fifty percent of the elements derived from organic sources with fast and slow release nitrogen; of proportion necessary to eliminate any deficiencies of topsoil as indicated in analysis to the following proportions: Nitrogen 16 percent, phosphoric acid 16 percent, soluble potash 16 percent. B. "Garden CompostU from Rexius Forest By-Products or approved. 100% to pass through %" mesh screen. Free from weed seeds and debris, and containing not more than 50% sawdust, straw or shavings. C. Lime: Ground limestone, dolomite type, minimum 95 percent carbonates with 99% passing through an 8 mesh screen and 75% passing through a 60 mesh screen.