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Home My WebLink AboutPlan, Tentative APPLICANT 2/15/2011 (3) s - n - 5175 & 5195 MAII\SIRFt: I SPRINGF-IELLJ, ORFGOt\. 97478 BJ~_).~G ow.~:.~ 030 :'T:;~~~ S:S __C 1390 GROSBEAK CT. REDMOND. OREGON 9775G PHONE (54 I ) 954-02 I 7 CONTACT: NICK BOYLES EMAIL: quahtyapartments@q.com A~C-I~-EC-/:>_A'l' :~ CONTACT ~ EMAIL: KRI5TEN TAYLOR ktaylor@tbg-arch.com CO.~SL ~ ~ A'l-~-S CIVIL & TRANSPORTATION ENGINEERS 3 .~ \JCH : 'JG' ::R NG, \lC. 3 10 NORTH 5TH STREET SPRINGfiELD. OREGON 97 477 PHONE: (541) 74G~OG37 fAX: (54 I} 74G.0389 CONTACT: CIVIL: EMAll: GREG MOWER, P.E. ,gregm@branchengmeermg .com TRAN5PORTATION: EMAll: DAMIEN GILBERT, P.E. damlen@branchengmeerlng.com LANDSCAPE ARCHITECT SCH :~M =< + ASSOCAT:S, __C 375 WE5T 4TH STREET, 5UITE 20 I EUGENE. OR 97401 PHONE: (54 I) 686-4540 fAX: (54 I ) G86~4577 CONTACT: EMAll: CAROL SCHIRMER. ASLA carol@schlrmeraSSOclates.com ~ d 5: o ~ C; o ~ is ~ ~ ~ ~ "'C ..!i5 ~ I.() o me 00. ~~ g~ ~~ do o:::c-.. 0.. - -::'": ...,. N.... .. .0 ~(f co c:.c: cno .~ -g 5~ AB3~:VA-- O~S AVG BLDG CB COl CONC DIM 05 ELEC ELEV EQ EXI5T or (E) FIN MIN OFP 5TRUCT 51M T.O. TC TOP T05 lYP UON VfY - WI AVERAGE BUiLDING CATCH BASIN COLUMN CONCRETE DIMENSION DOWN S;POUT ELECTRICAL ELEVATION . EQUAL EXISTING fiNISHED MINIMUM OPPOSITE 5TRUCl1URAL 5IMiLAR. TOP Of TOP OF; CURB TOP Of PAVING TOP On SLAB TYPICAU UNLESS OTHERWISE NOTED VERIfY WITH NOTE:THI5 LIST 15 INCOMPLETE, VERIfY ABBREVIATiON5 WITH ARCHITECT , ~{t .e:.~...~-"" I . ::> - ASEi, I . FHA~ ING BOUN ~... .. UNE,TYF - ~ J .., N @ (1'\.1 J- AS::) D:V =_0 J1Y1 : '-J- J_A \.J \J.:) 'NTS . . . (; SYM30_S BUILDING 5TRUCTUREGRID 0-. DWG. NO. CD DETAIL REfERENCES 5HEET NO. X LAND USE KEY NOTE 0) o CI LAND U5E ADJU5TMENT KEY NOTE I I- UJ UJ ~ l- V') o :z: N 'L/') :c I- ::::> o Vl fJ CV. . C I . ASSE5SMENT Of EXISTING CONDITION5 C2 UTILITY PLAN C3 GRADING AND PAVING PLAN C4 . CIVIL DETAilS '.C5 INfiLTRATION BASIN DETAILS )<AW ~G ~ ~ )-:X TI TITLE 5HEET T3G ARC,~:IT:C IS & P _A ~~: ~S/I 'JC '32 EAST BROADWAY, 5UITE 200 EUGENE, OREGON 9740 I PHONE (541) G87- J 0 I 0 fAX (541) G87~OG25 MAIN STREET (McKENZIE HWV) 'PHASING BOUNDARY LINE, TYP . MAIN STREET .. . . ,DIJIII,,,,,,u/U/f,,um-J.Jtw//b~/~:.. .~"'~. . .. ~. . ~ti~~! : I. I ~ '. ~ . .~. ~ f~ . . -d I I~ PHASE 1- -d L.~,' ) . . A~C- T:CTUM_ AI A2 A3 A4 51TE PLAN CONCEPTUAL' FLOOR PLAN5 CONCEFTUALfLOOR PLAN5 RESIDENTIAL BUILQINGS EXTERIOR ELEVATIONS _A ~ JSCA ) : LI PLANTiNG PLAN - TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 . .1 -- ASS:SSO .{IS 'fy'A ~ &' --AX =_O~ ~ =O~MA-O.~, / ~ ~ ~ o .....J -.J.J > ~..u CJ w.J ~ u 7: o A55ES50Rl5 MAP T PV< LOTS 17-02-33-32 G200 $ G300 ~ .3ASS 0==, ):S-G~ '..u ~ ~ -Uo... V)--10 7--1 ,. tr) . <UJ$ ~~.~ o?) .~ ~ ., ..u -0 ,I. . " L c: - f,. ~ ~ N '/ <( .~ C:' I ",..u --1 lr) 0 . a....\ I JO. Cl.. ~ ~ : I} .. Ltju... .......'....L.J ' lJ ~ CJ) 1"'\1"'\ ' ,o(J . Z ~ J..I...I .- It'''')- '~... ..... .0.. -- 1'... ,~. 1) L() r;; fJ5 - -~~ D ,p-j~O() .. ; 7!C' ~ _. - PROJECf DESCRIPTION: . . MIXED~U5E DEVELOPMENT INCLUDING A RESTAURANT BUILDING AND (2).. TWO-STORY MULTI~fAMILY RESIDENTIAL , . BUILDING5 WITH ( I 5) ONE- AND TWO-BEDROOM UNITS'. . V:--B. ALL BUILDINGS fULLY 5PRINKlERED (INCLUDING ALLTRASH AREAS) B, M, A. R f 5 COMM~NITY CGMMERCIAL (CC) I CONSTRVCTION 1YPE: OCCUPANCY GROUP5: ZONING DISTRICT: GR05S PROJECT AREA: TOTAL SITE AREA TAX' LOT G200 AREA TAX LOT G300 AREA J.5 ACRES OR G5~G70 Sf .0.84 ACRE5 OR 3G.f?OG 5F . O~GG ACRES OR 2S.0G4 5F f- w w CO; .~ I'..~ f- -..::t - V) ........ ~ Q') "VC _~ N.T.S~ ' N ..@ Y MA :>, ~ = PROJEq # DRAWN CHECKED 200913 AM KT/jEl 02.15.11 . 1'1 F't.fi:02Q~~ 2011 by TB~ ArchItect &. Plann~nc , , Original Submittal... @ Jranch Jngineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4310 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 '.. ,.. tf .BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying <J, L~ </ .. /Jo, ,,'~, <1 1.\ I.\~ ~-- 1 '~"I'" - EX. SD MH RJM=495.97 48>> FL (W)=48B.52 48" FL (E)=488.60 1B" FL ($)=492.43 EX. WW MH r RIM,,=496.22 21 FL=48J.IJ I (PER CITY AS-BUILTS) - '-'-'- .4 1/2" G -21" WW - . -- - . ~- .... 3D ~ - ::-=496 O~_.' <48'> ST- .-= - EX. STORM PIPE FL=494.17 I . - " : 12 " ST - -J--- --. , I - I ,- I -- C?...) 1/,," --'---496,0. ,'/ Jfjf?' EX.CB 0 '~;'. . ;S -r;f- RIM=495.87.. flu-;'" / 8" FL (5)=494.49' . ~/~ 18" FL (N)=492.57 \ ~ I ~- ./' - 1& ~, 1'0 .' I ~\ \\;~'} . l' ~\ : ~-1 r \f-J , I' V Ce~ \ LDD 01::r> I: j -~t::r , ! ~ l.. t4 'Ww 1.... ~ o I I 1 ~-- ).. tr) ~ co CE I c:) ..... ~ ~ " oi ~ ~ J;.3 ~ -'1 J ,I t.,~'~ I ~ I _:H. /" .1 ! !.' ~ i /1 ., ~ ,; .--I~.~. ~ >1 ~~ EX. CULVERT I I 'i ' . . ,g; OUTLET ~ -. -~. .'.' ":> FL=494.78 . ---- ,~~I~~ .0< . ~\ 'f J/ j". i, ~. - t., . '\ / '\ f ~----- ------" I t 3~ - / / GRAVEL EX. 8" CULVERT ,--, ' DRIVf.WAY INLET ~ TO REMAIN n=~~~ ~ Q I::r: a I CQ EX. 8- CULVERT INLET FL=495.14 , / -' i ~ f cj z o i= 0... q UJ I- U5 m ~ ~ '5 ~ c. ({. c.. ~ ~ ~ 'C e- (!) 'E w gE o~ fl5~ "'-(9) g3.... ~~ "~ N- ".0 (!) Q) Ell.. ('0 C c: cn 0 .S -g ~.~ Ow EX. WW MH RIM=496.J2 81t FL (N)=484.92 8" FL (5)=484.95 ~ 20-' ~ PAVlvG I / (:) ; <ci , 0) ----t--Ji .."'i- ; W " , ,- / (.:)) " If)) / On. / ""'..rl" I~ V i . / / I / 1 / r r " I' 1 TAX MAP /7-02-33-32, TAX LOTS 6200 & 6300 I .., I - r- <J ,~. " 4 ..' ~1' , 4.. 4" I::.... . ' ~ ''1 ' ': ~ ' .- ~~ ~ ~....... ................... --~-'''"' -~ "'....--...... .""--.0-'---.....191 .0.....,,, --....-.......--............ -----. ~ --------- ~ ~,. M_ ...-..." ----..,........",.,." - ~-----24" ww- _ ~ ~ -. . _----.:.-. ~..._. _, ___ ~ -- ---"'49 ? .0.--.. -~, <:J '\. <J'_: . <1 /, ; --12" W MAI:N' EX. WW MH RIM=497.70 --- -..---....-. ~ :s:: STREET ~ I'<) f ~ ._-~..... -,~ --.~-- -,..~, ._......".~ -----.,.. EX. C8 RIM=495.86 8" FL (N)=49J.66 EX. CB . RIM=496.20 -21>1 WW . :""-- - ,-J- -... .- -- ~ .,~ rfS:) "" \~.'/.~x ,.-;-- . . . -;~. I . "l\. .' ':\) -'",497,0 6' CHAIN LINK ffilCE TO BE REM()VED 4' WOOD FENCE TO BE I REMOVEO 4. WIRE FENCE TO BE REMOVED x: ro~'" ,\'v 0X>< X X X 5' WOOD FENCE ~ X )< X )< X )< Q )(.< X Xx, t .... .' VY~ x~x'). ><~ >\ ><:A) x '-/ ....,.."..'.....',....~ .'t: ~. EXISTING WAtER METER TO BE ABANDONED . 4- 1/2'1 G- ~ f---::t 48/' ST , i1 .d ' -----::<1 '~-~~' .: ',' J I .....:':.\ . . I . ,. I .': . ro!\"~~ ~ /-" /~C;;<o~ '-.~ ~_/~_/ j .-- _.-1' 0 , . ~ '. <' ---- ',. . :~4 , '_:~ :' ...... . t. . . . . . . L I,.,." 4 9 8 0---.. t., . ,:). ~, I"~."', . '-'--'---'~:-2j-~"/''''/''~'<1' ~. ", . .' ',' ' '.CONCRETE . , , <1 fOUNDATION . I Y~ OF FOFIMER ".".,'. '.'. , 'RESIDENCE, TC . " '. ' , , " / .f. REMOVED . 0".".. " 'A.. .J '\ I~/.........:......, ~.. . . . '. . ~ . . . \ 1-': .... .. , . '. '.. -'. I', :' .' .' ' .: '," '" " :., '. . . . . '. , '," EXISTING .: ".'.:' J I ::..,.' GRAVEL ,..' " " " " . .:<ro Bf:RE~O~~);' :~, ::' ;! r ',. -: ,,' ',': " . ',' : .:. ' '. ~!" ";. '-'. - -:'. .-'.: .'. ',-7.-.1:<'<:;" ..;.....: ~:',', '-:.' '.', ~ ' .:' " ,'. -----. ~" ,,:.:-- \ - EXISTING CONCREJE PAD (TO BE REMOVED) I J /. </ : . _ ~., : w': ': <1 ~ t:! '<1" 4 .(\, ~ ,'1 <) , s ~ u __..9;.;., '-'..-.-' - .. -_ 24" WW :f b 00 EXISTING ROADSIDE DITCH - (TO BE REMOVED) '". ' . " <1 ,::j , EXISnNG' 6.' CONCRETE SIDEWALK. . " '0(]' /.1 . "'~ " , fi'ij ,4j I I 1\ -.. . r ',' r" '. "',":'-----'),'- l...}J 1/ .., '" \..----- .._~:..' VI If ----....--..-.-..----.- I~- V 5" "YYYYYX..' .-=~=--496.0---------_---- . ............ ----'-'-4 x........... 97.0--_.__...___ '1 ............................. -----..--....,-_--......._. - (1 ~. '~ y XY", ; ~ -----.......... X: "'J .. /'/ <........ -49 7.0.,,,._ -.--....._-'-,...,..""-,-... ----""'--.....................~----- ---.."------.....- .----..----. ------..... --'- ..........~,.....-.............."""-........ s EXISnNG WATER METER TO BE ABANOONED 4 1/2" G~ . ' , { :;!\" .y .,"J (' ~/~. ~' '\ ...." " l'; I~""IU '" " ',', ,~ 7 " 'J ....!Lr", ."... ...' _ 6' WOOD FENCE \ ro~(j '\" ----------. r , J METAL GATE 5' WIRE FENCE :;b\ ~~ n: ~, /\) ,~ ," '\" '\~ FiRE HYDRANT -12" w- - 21 >I ww - . RJ<? / '0 ~ /.<5>~ / ~ C) ro~t:J(;) '\" EXJ5nNG RESIDENCE TO BE REMOVED x X XXXX 0^^^^~ >< X >< X >< X ~ y< >( 0. ~xs ~xx ~-- 4: ~ 'h BUS STOP l ~ -:II- _ 1 '~ ' , ,.' . . ~. ~,;, , -- if - I' I $ (0 I EX. WW IAH RIM=497.J9 FL (W)=48J.26 r' EX.SD'MiI - RIM=497.JJ FL=489,9J \ )1 &-- . - @ , '" 8D ~ -18''= !9~ / / I~ ~'~"// " . EX. 5D MH ~ I RIM=497.BJ :s: ; ...J fL=491.20 CO I? :\ ~ J. 1- l' I tr) ~ ::: <'\1 ........ I ~~ '"')~ F .1 4 I ~ .c:1 ... . <1: Q :r: (",) J_./ 4 'I .: I .4 ~t -, '-) "t")~ 4 tOW ....~ -:j . '1: 'I $ 1 l- -- I . , .' . ".' -~y ,,' . . .:}, .' .. ...... . "'." f '.: ;. . I I , . ." ". ;" ~~ I::. ,", ;'" 'I ~~ . ':-,,'11 ~ ~' . ". -:-~4 ww- . I.. -.- /' ~Q:i ~ C"I~ ~,~ t I t: E-41 rIl .: .1 " , j . ~ J . I. .i 9 .(1) ~ ~ to .... , 2l1' " PAvlfiG 50' ~/W,. :s: ~ ti :~ I }';;I I :'~', [. , , -J /11 cL ::r::: o i- ~ '1 r--.: 0) '<;f- ITlC2J II I l~.jl ~I!':l- '_I~ -~ . . -Q:: C). \ t:<j. ... k<.1 . ~ '- ::0) I C'\J ....... I- ) -- li; ~ .' ~ t; t; ~~o ~ ~ ~ ~ ~ ~ ~ ce., ,MAIN ST/12~ t7J AST A ST J ASTER ST ~ '\ ~t;~ -i!:t;~ 55 ~ It) BLUEBfUE- ..... CAMELLIA ST Q.;, ~\ ,ij '- I , t; (I) ~ ,~ ~ [-- ~~, ) ..... V) iE ex) U) --- --.. ~ FORSYTHIA DR ./:2 BOOTH I<ElLY!WEYERHAEUSER RD f-.' U) ~- a: ~ t; ~ It') LEGEND -6 FIRE HYDRANT IZJ BUS STOP j ~ ~ / N I VICINITY JIAP SCALE: 1"=1000' SITE DATA ftDOD PLAIN BASED ON FLOOD INSURANCE RATE MAP NO. 4/039C1/62 F. THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. BOlL wpa ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOILS ARE AS FOLLOWS: THE SITE IS (119) SALEM-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. .".,.r.JlBA'D PROmC'l'lON AS ILL US TRA TED IN THE WELLHEAD PROTECTION AREAS MAP. THIS SITE IS WITHIN ZONE OF. CONCENTRA nON (99 YR TOT). lrATDCOUBSBS THERE ARE NO WATERCOURSES WITHIN 150' OF THIS PROJECT. LEGEND ); x PROPERTY LINE FENCE EDGE OF ASPHAL T CURB CONTOUR LINE EASEMENT 81GN LIGHT POLE WITH ARM POWER POLE GUY WIRE MAILBOX TELEPHONE RISER WATER METER ELECTRIC BOX WATER VALVE GAS VALVE FIRE HYDRANT STORMWA fER MANHOLE WASTEWA TER MANHOLE CURB INLET fl ,', { . <<'I- *...". .~....." ~.. ... -. .." ....., ". GRA VEL CONCRETE BUILDING OVERHEAD POWER LINE GAS LINE WATER LINE WASTEWATER SEWER STORMWA TER SEWER I '-I "'{, " .4 '4\ " " ~ .... '\. '\" '\.. " (\(~ OHP -G- -w- .WW' -ST. .' .> . - /. ... .; Jr. , ./~ .~':. EXISTING DECIDUOUS TREE TO REMAIN _489.0_ ..L ~ + -II- ( lMm II] I}lJ [EJ I><t ~'lJu -"" !'i~ ':~.~.-........ '~/;W 1/ '. \!/~ EX/STING CONIFEROUS TREE TO REMAIN EXISTING TREE TO BE REMOVED e ~ @ @ c i GENERAL NOTES I. IN THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. ALL EXISTING INFRASTRUCTURE AND LANDSCAPING WILL BE REMOVED FROM THE TWO PROJECT SITE PROPERTIES. WITH THE EXCEPTION OF THE EXISTING 4' CEDAR TO REMAIN. J 20 GRAPHIC SCALE o 10 20 I I 40 eoelv _;d: TBG ARCHITEL I S & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 EXPIRES: DECEMBER 3/, 20/2 , '.1 - / ..u ~ c... o -l .u > -..LJ ~ ~.u ~ U / o -- .u .u ~ -uo.. tI)...JO ./' ...J f.. CJ) <LU$ ~~5 o<S~~ -oLU, c:-/ N/<C: L.f1LU...J .00.. -i--J LU t/)CO_ ~OU) - - I f- UJ I.U CO 0:::"- J-~ tJ)......... Z~ -~ <0 ~ , Lt"')O ~....J ~::: Lt"') u... o(jlJ Lt"')~ "-0:::: ~ c.. Lt"') V) ASS .:SSM: ~-: OI: :X-S7o~G CO':)--'O~S ~ I I PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 SHEET C1 . €)COPVRICHT 2011 by TBC Archilect & Planner.ollnc FEB1520h.' ." '" Original submittal -- ~ "'i:J'r''F~~' :z of 1/ fXlCe.s <.... @ Branch Engineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4310 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 'n n 11' .Br'anchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying FIRE HYDRANT 1 I I ,'J L~ " I 1-- 4 ~ :.....____ ;/t <1:",,- I (-- , ' Id<1 . ,~ , 4 ~.' I -r- . -\. I I-=--_ ""\. . .4* ." <i .a. \. ...\ <i .a . <1 '/ "'J .<1 '<),' 4 t.J .\. :'" '. A . . <I .tJ . <I' . 4 4, ,....'\ "'1 :--_ ,.1 <I' It r 12" W ~- 1-- -12" W- EX. WW MH RIM=497.70 EX. WW MH RIM=497.J9 FL (W)=48J.26 EX. SD MH RIM=495.97 48" FL (W)=488.52 48- FL (E)=488.60 18" FL (5)=492.4.3 ~ ~l s; ....-. -- -- --24 WW --r[. -.,.......--~. . ~ 1 :s:: 3: ~ t") MAIl'~ STREET "'1- '-', r":') I ~ _._ _...s;:._ b .CO --, r- __, _u.. , -24" WW- -- Ml -......_....- '_'-.,0_0'-" ~ ......._~ --..-.....-. ~~ ...-. -'.-. .-~-......._ ..e--_ -=- -21" WW -48H SJ- I- to <0 I EX. WW UN r RIM=496.22 21" fL=48J.1J 1 (PER CITY AS-BUJLTS) '4 1/2" G EX. CB RIM=495.86 8" fL (N)=49J.66 EX. CB RIM=496.20 4 1/2" G- 4 1/2" G- , e-- . @ \ ' W~. SD \. -- ~ -,-- ,-,--* ~ :J~: -:::::;' ::.:.-: ~7."-= ---- :::::.::: :-- / J?' \ - - 1- :;- - . \~ ~;,- -~ -- : , \L I II ~ ~ I I Ir~2" ;>1- -.1-. f)(, CB ~ ~"I RiM=495.87' S'~ Bt> fL (5)=494.49' .A"" 12" FL (E)=49J.42 .~ 18- FL (N)=492.57 ~ I ~ RIM=496.29 I ;' 0Y 8' ,FLrEJ=49 W~ 12 F.(W)=4J2; ~J -21" WW "21" WW- .4" :, - .JL -. ~\ (.:> I~ T ~ .S: <X) ~ J.. A V} CL :r: II I ~ ~ J ~i ~~ ... I ;. <X) I @--- ~ ~ ~ ~, ~I ~,,' @-____ ... '1" W- ...- ~ ~ o f-- V) .... .. ~ // / ... -4 nWW , -- (1) FL=19.0:J: ; ---- ~ ~ .4" ~ ~ . / 4" MY '\. RIM=496.J5 fiOA\ FL=494.25 ~ @ ~ ~ EX. 8" CULVERT INLET FL=495.14 r: r ....., fIl ~ I~ EX. CULVERT ~ Ouru:r 1- r . _ ' FL=494.78 'C~~ I . \ / EX. 8" CULVERT . J ~ / INLET / FL=494.79 ; ... / FL ..... <;:J . :i~~~.~;.: Jt m;'!i7; " "'j1;,' .-;.,.,\.. 0",.' . . "";', '.;nr, 1 , " " " '" '" ~-- 60. , -----. - JO:f GRAVEL DRNEWAY TO REMAIN f 1-- 01 2L1' ,PAVlfJG 50' ~/W :5: s :s: s 1& o I <X) I Q ::t: o ... ... ,I' / ~ 20-' ... PAW ~G / -~ ~ C9 ,/ ) ~ cj Z o i= a.. q UJ t- en 0'> LO ~ Q) 'S; ~ c ca Ci. .m ~ m en 'C e- m C UJ OE m,.e. 00 tB~ ~~ ~..- ~~ , . or:E N ..- ~;f ca C i::: 0)0 . ~ "'C ~ ~ Den EX. WW MH RIM=496.J2 8- FL (N)=484.92 8" fL (5)==484.95 / I / / I ) r: I' /' ----- / ~ II I 1'tI I FENCE x X X X X X X @RIM=497.25 I-. tr)1 ;: <:'\J ~ FL=495.20 CD ~bt ~"f n:' ~, /\:) ,0; ,,~ '\~ ~ ~~~ ,\v "'-/ TAX MAP /7-02-33-32, lAX LOTS 6200 & 6300 BUS STOP l <1( J ~ <0 I EX. SO MH - RIM=497.J3 FL=489.93 S: <0 I l~' 11' I ..1 I .1' ., . q: , ti :~ I o ..<1, 'It) -- ,~ . ~. 7, ..... , . J ,. i CONSTRUCTION NOTES: (!) SPRINGFIELD UT/Ll7Y BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECT/ON TO EXISTING MAINLINE. fiA\ SUB TO INSTALL WATER LINE (SIZE AS SPECIFIED ON PLANS) FOR FIRE HYDRANT, \..!V FIRE SUPPRESSION AND DOMESTIC WATER USE. ~2 CONNECT TO EXISTING WASTEWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS ~ AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. fJ\ CONNECT TO EXISTING STORMWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS \..::J AND REQUIREMENTS. EXISTING STORMWATER SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. (1) FURNISH AND INSTALL 3" WASTEWATER. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEEr C4. o FURNISH AND INSTALL 4" WASTEWATER PIPE OR MATCH EXISTING PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. (1) FURNISH AND INSTALL 4" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. (J) FURNISH AND INSTALL 6" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. o FURNISH AND INSTALL B" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. (1) FURNISH AND INSTALL CLEANOUT, PER DETAIL 11, SHtt I C4. @ FURNISH AND INSTALL DOUBLE CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT, PER DETAIL 6, SHEET C4. @ FURNISH AND INSTALL SINGLE CHAMBER CATCH BASIN, PER DETAIL 3, SHEET C4. DIRECT OUTLET PIPE TO INFILTRATION BASIN. @ FURNISH AND INSTALL DETENTION STRUCTURES, PER DETAILS 1 AND 2, SHEET C5. @ PROPOSED CURB INLET. PER CITY OF SPRINGFIELD STANDARD DETAIL #4-21. TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. @ FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2110 FLOOR AREA DRAIN WITH J" OUTLET) FURNISH AND INSTALL i" SCHEDULE 40 COLD WATER P-TRAP PRIMER LINE. COORDINATE WITH PLUMBING PLAN, PER DETAIL 9, SHEET C4. @ FURNISH AND INSTALL SCHEDULE 40 PVC WATERLINE SIZE PER PLAN. @ APPROXIMATE WATER METER LOCATION. COORDINATE WATER SERVICE AND METER SIZE WITH S.U.B. @ FURNISH AND INSTALL BACK FLOW PREVENTER UT/Ll7Y VAULT. BACK FLOW PREVENTER TO BE SPECIFIED. INSTALL BY DESIGN/BUILD CONTRACTOR. @ . FURNISH AND INSTALL LANDSCAPE AREA DRAIN, NDS 6'>X6"X4*' SQUARE GRATE AND ADAPTOR (MODEL 640) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIRCATIONS. 4" STORMDRAIN CONNECTION 7YP. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 1, SHEET C5. @ CONSTRUCT VEGfIATED INFILTRATION BASIN, PER DETAIL 2, SHEET C5. @ S.U.B TO INSTALL PUBLIC FIRE HYDRANT. CONTACT SUB FOR INSTALLATION. @ PROPOSED 12" STORM WATER PIPE, TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. @ PROPOSED 150 WATT HPS STREET LIGHT AT JO' MOUNTING HEIGHT TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLAN. LEGEND EXISTING PROPOSED r..m .SFV . CD ) . . - SD :-:48'~ fY/-; ~, '. / / '- . EX. SD MH RIM=497.83 fL=491.20 '/ 4, I _ .: IFL=:491.8:l:fJ\ . ~ \..::J 1 <- 9V ~I /' ~ Cj . 1 .~. /'r" I. t '/'1 j. 1A :: '.. ~\ (Q '~ 4}1WW~ ~ e-. I '\ 'l fIJ' . ....L6'" W ' I -"""'r -- . .' I I '<;~, ~~ ': ~ 16 "'-'-~ "tS . I ,a ~i ''C 5! 'Uf 1 ~ L ,," )... .' .. ~~ ~ '. ~ , "I --0:: . Q -, :1 t If{ CD ,,, ; ~ .... PROPERTY LINE FENCE EDGE OF ASPHAL T CURB CONTOUR LINE EASEMENT SIGN LIGHT POLE WITH ARM POWER POLE GUY WIRE MAILBOX TELEPHONE RISER WATER METER ELECTRIC BOX WA TER VALVE GAS VALVE FIRE HYDRANT MANHOLE MANHOLE CURB INLET GRA VEL CONCRETE BUILDING OVERHEAD POWER LINE GAS LINE WA TER LINE WASTEWATER SEWER STORMWATER SEWER QJ 'W FL. ww srI. r :,y, -,'^,,:",<":y ::':"'.. "I~ "",....." _489.0- tlLJ --- m . ~ + -II- ( . IMm [f) 00 [E] [><J e ~ (@) ~ H I~ e. '. _ :.: '_:,:, ':....,: t , .... ''!, " .G 'AI (.VVV1 'OHP -6- -w- . .ww. .. .ST. ~i ~ -~~ EXISTING DECIDUOUS TREE TO REMAIN 20 WATER METER BACKFLOW PREVENTER WASTEWATER AREA DRAIN CLEANOUT DOUBLE CHAMBER CA TCH BASIN DITCH INLET (ODOT TYPE DJ SINGLE CHAMBER CA TCN BASIN LANDSCAPE AREA DRAIN CURB INLET WA TER LINE WA TER LINE WASTEWATER SEWER STORMWATER SEWER BUILDING J GRAPHIC SCALE o 10 20 40 EXISTING CONIFEROUS TREE TO REMAIN ( IN FEET ) Date Receive . FEB 1 5,2011 ~ubmittat THG ARCHITECTS & PLANNERS / lNC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687..1010 Fax (541) 687-0625 ~~~t.tJ PROf'tSJ' ~~G'N~/a @fA)'#53,800 .,p \ ~ ,~/J~tv; 6> \. .-,6REGON,"j~ %~ 9, ~~~ O/?y A.\,\\J EXPIRES: DECEMBER 31, 20/2 - . ~~ /,... ..u ~ ~ o -I ~ > ..u ~ ..u ~ u /': o - -u ..u ~ -Uo.. tI)....IO /l "....1 I "r CJ) <u.J$ ~~5 ~~~ -a u.J , C-/, N/<( Lf)u.J....I 100.. -I--J ..u fJ)CO_ ~O(J) - .- f- L.L.J L.U 00 . ~ ......... . J- ~. r.J) ......... . 0'\- ~ ~~ ~~. Uj 0 ~ 0'\ --' ~ r- !:: : Uj u.. ~ c.J~ o(:S . Z Uj -. ......... ~ ~ ~ 0.. · Uj r.J) . -...; J- Y .:> _A ~ , ... PROJECT # DRAWN CHECKED DATE 09-159 ARS CAM 02/15/2011 SHEET C2 @COPVRlCHT2011 by TBC Architect & P1annersflnc 30f II ~6 L @ Branch Engineering, Inc. TBG Sale~/Keizer Office 4310 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 ARCHITEL I S & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 _ (541) 687-1010 ~ Fax (541) 687-0625 " "n .BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying CONSTRUCTION NOTES: (]) CONSTRUCT VERTICAL CURB. PER DETAIL 1, SHEET C4. Q) CONSTRUCT ASPHALT PAVING. PER DETAIL 2, SHEET C4. (1) CONSTRUCT CONCRETE SIDEWALK. PER DETAIL 4, SHEET C4. (]) CONSTRUCT CURB ENDING TRANSITION FROM 6" EXPOSURE TO 0" EXPOSURE OVER 12': PER DETAJL 4A, SHT C4. (1) CONSTRUCT 12" WIDE CURB OPENING WITH J'XJ' RIP RAP PAD. (1) CONSTRUCT RAISED CONCRETE CROSSWALK PER DETAIL 4 SHEET C5. (]) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH WITH CURBSIDE SIDEWALK PER CITY OF SPRINGFIELD DETAIL #3-22. o CONSTRUCT ADA RAMP, PER DETAIL 12 OR 13, SHEET C4. tg'\ CONSTRUCT 6"WIDE X 12" DEEP X LENGTH SHOWN CONCRETE EDGING FLUSH WITH ~ FINISHED GRADE FOR TRANSITION FROM PAVERS TO ASPHALT PAVING @ CONSTRUCT 2' WIDE CONCRETE VALLEY GUTTER PER DETAIL 5, SHEET C5. @ CONSTRUCT PERVIOUS PAVERS SURFACE. @ PROPOSED STREET IMPROVEMENT TO BE DESIGNED AND CONSTRUCTED UNDER PUBLIC IMPROVEMENT PLAN. @ GRADE TO DRAIN TO LANDSCAPE AREA DRAINS. RRE HYDRANT BUS STOP l \ I _ _ I-=--_ :1~ q ~_,~,_ II I -~ ':7' '.. . . -- .....-- - - I -r- ~, 1. _ _. I _ a' . !- ~<1 , , ' /.1 <i -~ ''''-~---. --.."-----..-J..-~"-., 4.9 ?: 0 -~--- .................. -------- --------~ <f'L ' . , . -- .L,' "t'l L\ ~ i ~.L~-. ,~ \.~.. ~_...._. <J :\. r . ...1- '<i t.1, <J <:1 \", ; 4'~ . <1 ~ <1'4.(j . d ' is. . <1' ':" 4 /1 : <! . /b= <:r: d <1 .. EX. WW MH RIM=497.70 EX. SD MH RIM;::;49S.97 4BH FL (W)=4B8.52 48" FL (E)=488.60 18" FL (5)=492.4J EXPIRES: DECEMBER 3/, 2012 MAIN STREET '- ~ s -~ <0 (.Q -~ ~ /' ..u ~ C- O --I -U > c-u 8 -U ~ EX. 5D MH - RIM=497.JJ FL=489.9J EX. ww MH RIM=497.J9 FL (W)=4BJ.26 I EX. CB RIM=495.86 8" FL (N)=493.66 EX. CB . RIM=496.20 ~49/ .0_____. .....- -\ 19 ~ SD l'= ;~=7 =:::. ..:.:"_~ .---- ::::...-~__ , (- " :t ::- --- --- I "- xr~6' \b., '\'O,~, : I r " EX. CB-~ \ RIM=495.87 I 8" FL (5)=494.49 12" FL (E)=49J.42 181t FL (N)=492.57 j9==~ , / ~'// ~- EX. SO MH RIM=497.83 R.=491.20 SITE DATA CUT AND FIU, CUT: 600 CY ~ FILL: 200 CY:2 ~'. U '/ o ~I /4 r l<t. ~ ()l + ~ -- ~ .6 -U =-U ~ -uCL VJ-JO z-J1 ,- CF) <LJ.J$ ~~5: ~~~ ~~/ ~ /: <( NLJ.J-J ~oCL +-J LJ.J rJ)cc_ ~O(J) )..' 1:0~ arl;E t"")~ Q . : . : 9AS/N. A LEGEND ~ 4- -I , ,. ~l ./1 L1. i _: I d ~ - -j .... - TC:.:.96.80 . .. . .. . .. .. .. . .. AC:496.pO . ~+ .. .. . . "'. _ . . :~W r ::::i~/~A \. :<(~>> '" '\ .>.........~ ,1 - - EXISTING PROPOSED ~~ ' <.1 .. ,1 I ~ (\.1 ~ \ , .j .e:- ~ I : ..: \ TC: 497.55, Ci) '-.....4( 7"'0 AC 497.08 ~ ~ " ,;, -7 VALL EY GU1lTER Sl.=O.50~ \ .., 'f"' \ TC:497.1o AC:49 .50 PROPERTY LINE " H FENCE """"'" EDGE OF ASPHAL T CURB _489.0, CONTOUR LINE --........- EASEMENT ..L SIGN ~ + LIGHT POLE WITH ARM -II- POWER POLE ( GUY WIRE IMBI MAILBOX rn TELEPHONE RISER M WATER METER (E] ELECTRIC BOX I><l WATER VALVE e GAS VAL VE ~ FIRE HYDRANT @ MANHOLE ~ MANHOLE l 1 CURB INLET k :' ., " :.::-,::, :,..~ t GRA VEL I ....~ .: ~ CONCRETE . .'. ' 'd (VVV~ BUILDING OHP - OVERHEAD POWER LINE -6- GAS LINE -w- - WA TER LINE .WW' WASTEWATER SEWER -ST. - STORMWA TER SEWER . -" EXISTING DECIDUOUS TREE / .\ TO REMAIN ~ '~v~ EXISTING CONIFEROUS TREE ~~ ---- J .'- . \ ~. TO REMAIN /1;( CURB (4) I 43/.30 " TC:497.78 PROPOSED SPOT ELEVATION AC C TC TOP OF ASPHAL T TOP OF CONCRETE TOP OF CURB DRAINAGE FLOW ARROW BUILDING d . ).. ~~ L1 (c)!ii ......~ -:7 C:i 'I f . ~ /.J RIM:496.J5 f]) ...- ~ a: j .-" ...1 I A! '-1 "I - f-I .;L I 6 -- ,. I n:,)~,~ ,. " + I~ -- ~ !i r j 60' RIW! ,.; _:\ ~ \ JO:l: t 0 GRAVEL I: --~ DRIVEWAY I : '1- TO REMAIN ;= . 20' I '11 ~ ~ PAWN~ ~ _', ---- ~ <0 ,.. 0) I ~ J-.q.. EX. WW MH ____ RIM=496.J2 ~ 8" fL (N)=484.92 .~ VI 8" FL ($)=484.95 AC:497.45 TC:496.60 AC:496.60 \ -....... .., Dl .... to J- L.LJ wCO ~ t-..... ~ r- <t:::t ~ t/) t-..... :0 Z (j). - ~- ~ ~- L.O 0 ~ (j) .....J ~ LU - ~ -~ L.O u.. :: o(S lJ : l1j~~ '" ~ = ~ c..- If'') t/) ~ , t ;: , fi . j' '. : [ EX. CULVERT OlfTLfT FL=494.78 , ;; I , I 4-il 91 '~ ):~I 81 .. <1! "tt) I,:~j : . I , " - . I 't1 ~ lQ ':~l I EX. 8" CULVERT . J ~ INLET ~ fL=494.79 - --~-.. ---.. /\ iiifHH ~+~"...~.. ... t" In ... ~ .. . .. .. . ,111 .. . .. .. .. .. .. . to ... -{ ...1t... . .. . .. .::::,,~/,:>, "'.:....... ::;;;:.. . :-- / \\. ..... 28' PAVING .. .. .. ... + .. ... + ... 1 50' ~/W I' EX. 8" CULVERT INLET I FL=495.14 GRA) ~G & ~AV ~G :>:_A\I ~ ,. J ,. 0) ,. t1)) ,. an, I, ~r ; V ! .~ ).. " ~~ ~~ ' ',I ~. I II </ ____ rJ . --- [I]IJ{] + 8::11 5' WOOD FENCE t (j z o i= 0.. q UJ t- U5 CF> 1.0 ~ 3: lI.l '5 ~ c:; ro '0.. 2 ~ Q) (fl 'C:; a- Q) E UJ OE ~~ m~ ~~ ~~ ~.q- N..... ~~ (0 c:; c: cno .~ "2 ~~ Ocn ,. / ,. F /' ,.. /' j 1+ I METAL . GATE 5' WIRE FENCE /1 I .~ )< )< )< ~ X XX XI' ~. x X X X X X :)b\ '!J"1 n: ~, /~ ,~ ,'\~ '\~ >(x< >( V/ >( "AI. ~ ro1> ~ PROJECf # DRAWN CHECKED DATE 09.159 ARS GAM 02/15/2011 .... ./ GRAPHIC SCALE 20 0 10 20 40 ~ 1 ( IN FEET ) C3 SHEET TAX MAP /7-02-33-32, TAX LOTS 6200 & 6300 Date FEB 1 5 2011 , €)COPVRlGHT 2011 byTBGArt:hitcd & pfannelS/lnc , , , , Jjof II {h~e~ ~ ubmittal STRAIGHT CURB SECT/ON CLASS f'ct 3.500 PSI CONCRETE. \ MINl, MUM. S, JDEW., 'ALK OR t \ TOP SOIL , '/ ' 11 . ~ . q;' } rl ! I I! I !' I ",. -. >- ./ ,"~~." ~,...t11" 2b~~~~~~~ ~ I ~ ~11~<<<~~<<<<<<~ /:-/ y y ~' /y /7-?%~'\-%"">>~~~ ~~~~~~~~%%%~ ~~,>> ~~~~~~~' ~~~ ~ ~~~~~~ 1<~~~~'0<, 0~'0:~</ 6>-- ~ ^ /~ ,,\ \ "/>- ~-- ~ SITE PAVING (SLOPE TO DRAIN PER GRADING & PAVING PLAN) SUB-GRADE COMPACTED CRUSHED ROCK ~ 6"..: VERTICAL CURB DETAIL SCALE' N. T.8. o ~1f CHAMBER CATCH BASIN ~ 'I "\t - , RIM: SEE PLANS ,\> I> SIZE PER PLAN7 -, b _~ FL' (SEE PLANs) ~1:, ti 1).' ~ >~, ~ , .I {~ ' N .,- J ",,'" . ~ '. "1' .' f..l. ~ 'f; . , 15' 10 f _ 6.l- 24- 3611 , t ." \> . [) .' . ~ 6.- SECTION A - A B .. . I'. . 't>o . A '. I> . : 'I). A I.' A I I I ' _I -, C. 1. ~ ::-...., ---r- i d z o i= D- O W J- <i5 fR ~ Q) '5 ~ c: (tl 0. .$ ~ Q) en '8- IV 'E w OE ro.g.. 0...... m~ ~~ 8~ ~- . . "d' N..... ~~ (tl c: C cn 0 .~ -g ~ ~ Ow ~ -.. . to, ' t> ,I , . l> tt> B -c PLAN NOTES: I. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 2. G-2 GRATES MAY BE USED IF APPROVED BY THE ENGINEER. 3. CATCH BASIN. FRAME. AND GRATES SHALL MEET H20 LOAD/NG. 4. INS/DE FRAME DIMENSIONSt 2' 3-318- X 2' 8-1/2-. . @ :J!~..;;P CATCH BASIN SET RIM FLUSH TO FINISHED GRADE PROVIDE I 112" DEEP CONTROL JOINT AT 6'-0" MAX. CONSTRUCT JOINT WITHIN 16 HOURS OF .p~~ . l.. ,_ ,. (2") 3/4"-(01 CRUSHoD ROCK. _ ~.:. ; :.. .i:~: ::. .'.: '. : < : /:.~ :~ ,. ../. ::.: COMPACTED AT 911 .,.. , \.' ...._ .... . .J>" .. ...', . :: ",' .. RELA TIVE COMPACTION MODIFIED PROCTOR - 4" THICK P.e. CONCRETE SIDEWALK WITH BROOM FINISH . C) ~ ~ ~I b.D ~ .~ I Q) ~. · ...-4 l:tV ~ ~ ,.c= C,) ~ aj J-. ~ l"- l"- it Q) d Q ~ ~ Q,)El"'- ~ bO ~ 2 tn .. 0 ~ ~I g.~i~ "'C:J ~ ~ - C\1 ....... Q)0~"'l:!4 _..-4 It) ....... 0":) "'-' (1) · C)~ ..... :z; ::= 0":) O Q,)o ::to":) ~ if ~ ~~d~ ..... Q U':) (1) -. ttll N ~"Oo) , .......... ca S ~ S E3 .. to- (1)oS-' ~ ..-4 Q,) C':> ~c:r')'taO trJ"'l:!4tne bO .~ I 4" OF 1/2" DENSE r LEVEL 2 HMAC PAVING (COMPACT TO 91 % RELATIVE COMPACTION R/CE) WITHIN OUTSIDE r UNDISTURBED + ...... PAVED AREA .PAVED AREA..... SOIL ....-------..-----..----------------- -11/-" Y'/':V..0v ~ ::::::::::::::::::::::::::::::::: - . j 11~~~,*1~<<<~~ :::::::::::::::\:~~,,~:~:~,~~.=.:.::,~L:.~,: =i~ ~~~ PAVING ':>:>'(:'<',T<~;/;,:::~.' - \0~~0{//'>>'~ / /" STRUCTURE "~"~: ,." ,'j;~, :l" - . ",,;-,:",""-'" 0 UJ :",::''<'<',':,,: :,~'::" -' lL. ~ ..' ,.."" ".-: " .', - --- COMPACTED ....J t FO,,-::::- NA TlVE ~ ffi . ''- ,<> <> BACKFILL ~ COMPACTED 314- -0 ______ ~- I I ~ ~ CRUSHED ROCK ~ . f' . COMPACT 3/4ft-O BACKFILL IN 8" UFTS AROUND CATCH BASIN rHEAW DUTY BICYCLE-PROOF GRATE ~ f~~~~'~~~~~~-~'~~:~-~~'~~: ~ 10 /,~~~, ;;:;.- ~'\... Z{ t" OUTLET PIPE ~~\: L ~ ~ (SEE PLANS FOR ~~~ L~ '/V ~~OC~ 'M'<<(~ ~ se M'\/<'- "FERNCO" ~~~' V ~~ CONNECTOR M'<<(~ ,/('\( ~~ y)'y)Vj '. ,_.. ,.. ~ y)'y~" ~ \<<,,<<,,% ~ '- "^'<<"<<"/ " "-- ~~ 'VM~NM~ />> ~~~~ ~FfrftsfnNm:1f ,0"00000,,,<, <,-< ~000 CLEANOUT LID UNDISTURBED SOIL OR J" MINIMUM COMPACTED 3/4 n_O ENGINEERED FILL CRUSHED ROCK BEDDING PIPE SIZE AND TYPE PER PLANS COMPACTED SUBGRADE AS PER GEO- TECHNICAL 08SERVA TlON ~~~~~~~~ ~~~~~~~;" '. ! I ~/0(~~/~<~~;/~~<;:)~<:~Y; ~7/~/):Y>'V~/~)Y:~/""/ , "'121# 3/4"-(0) CRUSHED ROCK, COMPACTED AT 95% RELATNE COMPACTION MODIFlED PROCTOR COMPACTED SUBGRADE AS PER GEOTECHNICAL OBSERVATION. o ~!e:~!.-fK SECTION 3. MIN. BEDDING .t t tlGIBSON STEEL" OR "LYNCHu MANUFACTURED 1 0 GA. ASPHALT DIPPED STEEL CATCH BASIN 24"x24" * UNLESS OTHERWISE NOTED ON PLANS . <a <:.> 8j o <:.> c.> <P . ..... blJO .s ~ J.4 . Q) d Q.) 0 d:;J .... :i b.O... d 0 f;a g.. '5 a drt:: ~ . ~ fI) ,:Q Q,) . ... ~.a a: <:,) = .5 tr.I . ~ ~ .~ NOTEt A T CONTRACTOR'S OPTION. MULTIPLE UTILITIES MA Y BE LOCA TED IN THE SAME. TRENCH. CONTRACTOR SHALL VeRIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARA TIOM BETWEEN JOINT TRENCH UTILITIES SHALL BE 12- OR GREA TER. o 1~ ~1.8.V1NG SECTION o 2~~ CIIAMBER CATCH BASIN . @ CURB ENDING SCALE' N. T.8. o l'''rPICAL TRENCH DETAIL SCALE' N. T.8. S/GN~ / CONCRETE WHeEL STOP TYPICAL .~~- I -~~aVQ . J- ~::::.:.:::.:::'::::::::::,:::.:::,::.:::~:::::::::.::::.:::::.:I ~.v G'TYP. ~ j L 2' TYP. TYPICAL ~~ USE AASHTO M~248. TYPE N. ALKYD-RESIN TYPE COR APPROVED At TERNA TEl TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNeSS OF /5 M/LS (O.4MMJ / WHERE SHOWN ON PLAN 9> /" CURB ~ n.t' ''l<I.- I ': :,':...~'.~':""::" d'~"~"~""''''''''''''':::'''~'::I l:-~''''''''':'''' ':::,~'..,\'..,'.-:.-,'.':.-:,':..:...'.'.~': ~ t> o I' '" 4" THICK CONCRETE l SLAB OR PAVERS / , ,../ :1.' ,. 'A 'b.' 'tl> t> , a ~ ~ 52 ~ a: ~ ~ ~. 0: ~ I- q: (J ~ ~ ~ ~ (I) (J o b _, _I <0 Ul - - c PARKING WITH D.M.V. DISABLED PERMIT ONLY V10LATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UNDER ORS 811.615 6'-0" TYPICAL '-4ft STRIPU TYPICAL 3" TO 3" SEWER -P AND DRAIN REDUCER , ~ '" ... ., ... ~ 3' TRAP ~ PRIMER FITTING (t) S (.) I VAN ACCESSIBLE J " It , 9' PAVEMENT STENCIL WHITE, BLUE BACKGROUND AND BLUE- PAINTED CURe OPTIONAL ... WHEELCHAIR USER ONLY , '- SIGNAGE AT HEAD OF EACH SPACE. MOUNT BOTTOM OF SIGNS AT B41l ../- 3" ABOVE PAVEMENT AT EYE-LEVEL 8'-0" 9'-0" COMPACT SPACE STANDARD SPACE " 8' ~ - j - ROIJIW) GRATE WffH SEWER All) DRAW ELBOW 10) ; r;]\ PARIw.'1G SPACE DETAIL. \ 0) SCALE, N. 7:8. O ROUND AREA DRAIN DETAIL SCALE' N. T.8. DISABLED PARIu.LvG SPACE DETAIL BCALE' N. r.B. t. ' .'---4 / --- ~ L / / ,,- .......... ( \ \ ) '-... --" r- 2' 4-3/4' -f/4- u u --//2' X 2-//2" SQ. EDGE FLA T BARS !!. MAX (TYp.J X G~6T0~ . , 4'. . . ~<.\"14 <\ ,~, <\., "<\'~ ~<i"" .. ""-'.' ,<.\., ~ ."'l.".. ... <. ~. .~. SECTION A-A ~. l> ) , 6- ~ FRAME PLAN CAST IRON FRAME AND ~p"URSIS5,RI'2~;~'JIN (FINISHED COVER - ADJUST TOP TO L. lVI, . GRADE - - MATCH FINISHED 2" MIN GRADE .--------..-..-.. . . d:. . . ~ ~- ~_...... - - - -.. - --- - -t - j' - --- --.. --..- .,..-..----- _::::::.::::::::::::.::' ; . . -~ '.~;;;~;;_;:::::::::::::: :: ~~ l ..----..-----.-----,---..-, .'""- ..--.-..'..-....----...----..-.. ~ ~~~~.~~~~~~~~~~~~~~~~, ; : "'''' '''''';; ~~~~~~~~~~~~~~~~~~~~. <0 ~'l ~J?)"- ~', - ::>:.:,';:...~ ; I :~: ~~()"~ilfit1i .. - 'l~.. ~~/-..~ :>'.'~~,j ~ ~ )}~Y6_~y~J ~ PROVIDE 1/4" CLEARANCE-"~{ ~~:~ji :\,!:J,e/3J/y,J - t BETWEEN CONCRETE PAD #4 HOOP AND RISER PIPE. 4" CENTERED IN .- MIN. COMMERCIAL GRADE MECHANICAL PLUG - - . CONCRETE PAD .. -'-~1--l'-{ ~~ O~~W~"'~, , (WITHIN TRAFFIC COMPACTED 3/4"-0 '11J;f.1~ ~l~tt~~~ AREAS ONLY) CRUSHED ROCK }lJ~4~d;7:. ~ ~ ~l:~-~l .{y:-l-?~~::~ \~i1j:t,b -i~~~C~,~~. ~t)/i"I:JJr.-,~ ~g.$.,~:;;d!;)S"~~P..q ..<'i: .,...'1, ):",.1 l;;J . ~ - .~ J5;:J. ' )O~' ~ 0 ,,_ -"'~><-J~ C \ ~ ")61"-)(.../ ( .:::r""~I...J~:.'t_/~-. ~ ;rlld:..r~S:-)-~~u,:. ~ ,. '~'-,.....<~_7'-"" .p-:--L:;"1 JA. "~b.~ '.::{ . .\... ....~ ..1~.. >c~,gs~{.J.s;;r.~~"'~~.) \'~""1""'<:" );., ~ } tfJi~~v- <, .J.s:~ "'~ -'. S"1.., , . K -", \ ~.:x .,:;r J'.:::{ }(~;a :1~ - J rb.; ')r,- ~t ~-t5.CL: J ~~ \~ \' '~c) -.~o<~0~ :r ~?..-Yt.(i?5/'~J:()::{~. t::y....'->(('- /' <~- 'rj "\'J;.-'l....l1:.:(1f,,:{'-,..~ ts~( .. ~g.OQt5~O~~. ' fl. ' .~t)/C(~~~A.~e !1~J!:A)-!irJ1~ flit,' ' . ,{!:;~r:tW~ j!i1ifl:tJttI];", ; ,~ ~"filiy, ~~~l " "'" '''''''''''' 'i,..", · '" SLOPE ,," n" 'rrtiT#. '......J' I I II II II !f " ./1 0 1/ ~I Jill JI 'I fI If I~ ill' '/ fI I~ (I (f /I tI if tit/II (' ,1 JIll 'II( (f II t.L....1!; '("!i 1/ H V rf'1I II J '~6fr~.';c-000C5~'-mgrj'-~~ ...- "~~( (~~..!..!.d?,:'>~..l-.. -c~~ BC"'DDING ~j!j~~~l~th. <: t;" <~, ~ ~ {: (. J~<o s:>~_.,.l}:t~,.;ft:.~~ <J-1~r~; SEE TYPICAL L.~1J-.,)~~:~~/~B'~~,-..,1t ,-,(>~)&\ ~'t:?~;y~'},5', '-i.f:?J'1--(5f!il~ 9RENCH DETAIL) ;........ ~~.. _k'"1..j~"",' ~-rt. J..~J-.} )f.::.uq )"-~n J 1- j-4..-~ / V ~ V// /.V / "/ / v /'77 :../ / ~//' "/ <~V ~ ~/ ;- A"'< A"< /<Y A"'< A~A'\~,/(Y^'" /.<'\( /-':\. /(:;'\~ UNDISTURBED NOT8 SUBGRADE 1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4" MAX SIZE) J. ALL CONCRt.1 t. SHALL BE COMMERCIAL GRADE CONCRETE. 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. 1> ' . t> t> ". ~ ~..J .. ~ .. Q) ~ l> ': 1:1 II . l> GUTTER NO LIP (f) ffi Zi 8<0 ~ '\trt) 7 ^/I 'I<< II .r> t; . f,. t>- - ! A 3- X2-1/2- X318' / ANGLE , t . 1>, ~' ~. . ~ 9" SECTION A-A -WITH MONOLITHIC CURB & SIDEWALK . 'If -'- t n ._AI' . v. . ,," l z " ;. 'A "1>" ~ ,.hl' . 2' 3-3/81 ..f6'..Jto 3' 3-318- Slope 2% max. Slope 8.33% max. 2' 3' f ~ 1 Tt ~ ~ rt) t (\J SECTION B - B fl c <J= ... 2-1/2. . \" ---518' X3' BOL T----.::. 2 EACH END 4 - ANCHORS "'J 1/4' - f'" ........ .,. '''l .."'_.fI;"."........."." .......4........... ................ ... ... ............... ........ ............. .... Truncated dome detectable warning surface NOTE: 3/8' CROSS BARS SHALL BE FLUSH WITH THE GRA TE SURFACE AND MAY BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS. 4'X 4' MIN. LANDING 2%- MAX FRAME SECTION 518' X2-21/2' SQ.____ EDGE FLA T BAR -......." 518' X2-I/Z' X30' / 8Q. EDGE FLA T BARS 2' 3- SQ. EDGE FLA T BARS I . SPACING 3' O.C. -1 :-f-3//6' ~3116' 51B!..! J- 5/~ t- ! U U 1I II II /I 1I II U 2' 8' GRA TE SECTION TYPE I ..t ~ I (\J ~ -j PERPENDICULAR CURB RAMP r - - PLAN . @ !!!~~~ CLEANOUT i @ ~: N.ffRB RAMP D&TAIL " - GENERAL DETAIL NOTES: /. CIVIL DfT AILS ARE CONCEPTUAL AND MIGHT CHANGE A T THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL COMPL Y WITH RELEVANT CODE STANDARDS. . 8'. ROUND GRA TE .....J 0.4" ---- , / '\ 02" I- 0,9" -I T 10\ 3" SEWER AND DRAIN RISER PIPE :- t.> A ~ ~ .,..... ..... 0.9" ~. 1.66':" _ 'II. ~~< A ~ @ ~ ~~ -- <,.'~ @ @ @ ~ ~! L'I ~@@@~~~ ~ a:: l~@@@~~'" /' RAMP WIDTH , /' ..... ..... COLOR: VAR.. SAFETY YELLOW <,. CURB ~ ....... TRUNCA TED DOME DETAL - COMPACTED CRUSHED ROCK RAMP TEXME PAlltlfN DETAIL @ TRUNCATED DOME SCALE' N. T.8. ~ . ~J,T~~ 5. 4: ....' ,<lo' <.. . o' X MAX~ .. .' ~t . <\ ' " . . . .<lJ . . ~':~ (TYp.) .4.:~ , <:' -~ SECTION A-A GUTTER NO LIP g" SECTION A-A -WITH MONOLITHIC CURB & S/DEW ALK <l= Slope 2% max. .. Slope 8.33% max. ~~~:~::~~::~:~:~~:m Truncated dome detectable warning surface -SCALE FROM PLANS @ ~N.ffRB RAMP DETAIL Date Ree ;)\ ~'~r1'1ina' submittal- TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene/ Oregon 97401 I (541) 687-1010 Fax (541) 687-0625 I EXPIRES: DECEMBER JI, 20/2 .- / ..u ~ ~ o -1 o..LJ > -..LJ C) ..LJ ~ U /. o BICYCLE -PROOF RIM TO INV, 1.2' REMOVABLE~ GRATE ~TE NON STANDARD FIL TR~~,'O~ ~~, ~~, ~~.'... '. .. / )OCKABLE COVER ~ T~ ~T DIMENSION .' I ~b cd j '\ " ..".... . .... ..::o-r~- . .....j..:.. '-- ' '",,~ <[,:' ',." ,;'7 - - - - A ".,.. ~,', '~,<1 ", '. , .... '..'<> . 4" . ". .. . ,- .' 't? ~'.. .~. *' ~" 4 '~: , ~~ " ' -~, ' 'v""', 4 .~ \-->)0>50>\:, 10 ..A . :f.. ':. ,:'~ (SEE PLAN) , /~~"(i..." tr) /' ~ J:"-"',:~:.'~:', ..::~ V>y~"" '. . A. ~ ,.'. ,....... ..~' .... ~~'<< ;, -------- ~ ~ . :. ~ ~ >8' "FERNCO" ~~)% "o'~ 24'" . _. ~ ~ .' '.' >:: ~~ HUBBLESS ;::)>~~,.,. , -. ,~. :"~~~ CONNECTOR ~~~\\ . .< .'. ". ..' ;",,-.,:..~'::'V "~;y " ~~~'~<~~/;(" r/.~),('A' ....//v~ . ~:e<<~~ A" 6" SQ GREASE ~~~>~5>~>/25%~>?}~*>~~~%%>>"S~ TRAP "IWTH HINGED / /; ~Y(/,,/::(,,<<~~0"J//" />-.! / /., //, / ~ / / /./ /Y CLEANOUT LID \ "GIBSON STEEL It OR .t YNCH" UNDISTURBED SOIL OR 3" MINIMUM MANUFACTURED 10 go. STEEL CA TCH ENGINEERED FILL BEDDING BASIN 24"x24ux36''D (\ ~ . G" S~fR AN~ DRAIN PIPE \ 1/4" BEND SEWER AND DRAIN ELBOW - SEWER AND DRAIN p.. TRAP - --LJ ..LJ ~ ~Uc.. U).....JO /., ......J I ,I CJ) <u.J$ CJ).J.J ~C2> ~~~ ~~/ ~ / <( Nu.J.....J ~Oc.. +-J u.J t/)CO_ ~OU1 - - f- u.J UJCO~ ~'" J- ~.~ VJ t-.... . 0) . ~ ~~ <0 ~ ,- 0- L1j . 0) ...J : LJ.J ~_. L1j W- oes l:) - z- L1j - : '" ~ ~ r- 0.. . Uj (j) c-v- _J :-A ~_S PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 C4 SHEET @COPVRlGHT 2011 by TOG Architect & P1anmmJlnc sof II paOfS L I FRAME & GRATE~ RIM 496.~ '\ . r BASIN TOP=496.50 J:1 S/DESLOPE ~~~. FRAME & GRATE '1..'. .',' ~..~ \ .P- ':" """"O\IE'RR.OW 496.00 RIM 494.5 <~ ~ ~ .", ;,J;,"),%'::-. .:., ~ '6"X6" TEE BASIN BOrroM=494.oo~\ . ~.; .,;Sf,.~ ;\ I . ;.., .. '. - ~ ,~':, 1 .<.::>/:;;. ~.:'~ , 6>> - J :.:~ ',- '. '- .. 1 " .'. .',' /,', , to, lJIf T ,.. ./.'. " ./' . ..- .,' "', u .....".-.' :.:' I:" )'>~' ;..,' :'. I .w /,;'),. 6 Pt/C PIPE . :' '. ~ " ;~.. .:" ~ If .:..::;~j~~Z ;' f, .}... '.: '.;" .. ;\' .:~ 1;<:[:;> FL =494.50 " .... ~ ." # . ~ .- ..",'\~ '.. , -....." . ..,.... ,-~,". ';" '::. "7," ~.. ......... ',:",);(,/\:/"::, "J:~""':-' ,q,~ .\:(~:2.? ..':'> ::.":, '< ,. .... /.,,/;>:,',,<,,~,,'/. \, ;-;~:,>~:,~'>F<>S'::,<;:,~>'"C ' 6" PVC PIPE' 'PIPE CAP WffH ODOT TYPE D INLET 1 1/2" DIA ORIFlCE BASIN A DETENTION OUTLET STRUCTURE N. T.8. .. / / " : / ,/ " {;1+ I 0 i S)'........... 0 .. I I J "'.~ *'S,' .tt ..... 'I' 'j.o 'I' .... 'W 'j. , ~' 'W' .1' .~ '.v '.v ,,v .... 'j. v -.j.. .1' '4' 'J- ~, ,~- '1' ). '1' _ 'I. ,~. .,j., , J--.v ~ 'I' ~, ,V ~ j.o 81t Sf- ~ 'j' I ,'I' \7~ : .v 'V ,I' ",jr '.1- ~ 'v ~. 'I' ,!, 'I' '.' = B -1, 'l' " 'I' .~, .... - .' 'l,r 'I' " I , 'I' .,), ,. 'I. iJETENTION " '~, .... ' 'v 'v ST?UCTURES '<~ 'v I. 'l' 'I' 'v :ifE ~~i"v ~,~u [~96' W t. -1- '4' W ,~. ~.. .~, ,~. J tr-4 95 ~ _ ,~, 'I' 1.1] oj.' oJ.- ~ ~, 'I' I 'I- . X' '.' - o.I'{,' .. 4::t 4'1' . 'V '1/ 1 '1/NFJLTRATlON ~ ," J; t,-..I 'BASIN A ~ ~ '.' I~' 'Ir '-I' + ~ ~ ~. ~. - 'v .jr 1 '>\- 'I' '.. <.t) -t I ~ ~ 'V ~ ~ 'V 'I' -l.. 'V 'v - " '.v ,~, J- V) ..r;(.-t>~OQ~Q'(i'fio.~ ;>o()o":o~OoOootfQOO~ t)Oo-OOOOoOOQ tooOQ(lI(;U;)()QOf Q()Qt)OQl)oOOO QO:QQ~JJ:~loOI~ 'OUUOOOOO(JOf ,.,...."ro^nnnPl"~ ,'o.c"o'o'ooc~o-o-ti "- OQOOOOQOco< 'QO:QOOOOOOOo"oOoOoc:. )0000'000,0010 J "'00.0000'00"'00" .,n6oQoaOoOO It <c I , 490 ... 't. 'v ,j' -I A '<$. 'v 'I 495 ';:; l- 'v '~'. 'v 'I. 'l 'II 49: <$' \ - -+ -.J~ -,-= -:!- _ - " J: 1...._'1, ""1 'I' 'I' r RETAINING WALL. + ". .v'. 'v ~/NF/LTRATlON SEE DETAIL 6 ". :>:(~ TH/SSHEET >: ~ ~ i{w w( ,I' " ", w J ~~g {;3' \. ~,~ 4/ ~.. i :;:::7 RIPRAP PAD AT . ~ I STORM OUTFALL 10 ~ ~ SINGLE CHAMBER CATCHBASIN B-1 A w -I' 'V 'V ~. c+ GRAPHIC SCALE o 5 10 ~ i ~ ( IN FEET ) 20 PLAN VIEr SCALE' J. -/0' i:;: eJ a..: o~ 2:::.1 TOP OF POND: 496.50 r; RETAINING WALL HEIGHT=2.8% r lAC .1.., BOTTOM=-!- ~ 494.00 . q ~~"":"-"-':"""""::'^:"i" ) ~ .y ",,> ,---.' , ..,,',~, 1;1 .. --',.' ,.. :':'..'~'!'f d 18n GROW/NG MEDIUM (J WAY MIX: "It SAND/LOAM/COMPOST) MINIMUM 18 OF 1-1/2 WASHED DRAIN ROCK MUST HAVE 2 IN/HOUR INFILTRATION RATE DRAIN ROCK MUST INTERFACE WITH NATIVE 8AR RUN SECTION A-A N. T.S. cn ~ (j Z o i= 0- o uJ I- U) m ~ '50 ~ c <<I 0.. .JR ~ Q) 1,1) or:; e- .JR c LU ~1 0...... m~ ~~ ~~ N ..- iV.o E~ <<I c: i::: cn 0 -~ -g ~ lO DU) RETAlN/NG WALL AC DETENTION STRUCTURES \ SEE DETAIL ABOVE TOP OF POND: 496.50 BOTTOM 494.00 -- r i ~ '" J.., ~~, ..<". ~ ~'r'Y., 'r-,iSl };:"~r!l~"'''h H~' .-.. . - -~iJ6;":.j'l~::'~;:::-:f.:';!-"~~"-~~~;r..:~ . ~. . J.a~t..~....,~I?';Jh~'~ 'Y~2Y. ~ r'K::J ~ I ~ ........... . k~ 18n GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE -MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATNE BAR RUN CONCRETE SIDEWALK ~ r 2.5':t -.~~~.:~~i~~~**-:~T4~~~~;~~$.~f.;;;;"'''' "J~I-l. I. ~ , i 18n GROWING MEDIUM (J WAY MIX: J SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INF/LTRAnON RATE 6" STORM PIPE- MINIMUM 18n OF 1-1/2n WASHED DRAIN ROCK- DRAIN ROCK MUST INTERFACE WfTH NATIVE 8AR RUN SECTION B-B N. T.S. _ f1\ Ihl'1.LTRATION BASIN A PLAN AND SECTIONS \..::J SCALE' AS NO ,t:.J) -,- i 10 ( GRAPHIC SCALE o 5 10 r r I 20 THICKENED \ EDGE SIDEWALl< \ <;;. . '..:":' '. rFRAME 8& GRATE ~ ~ . / fjR/M 495,00 OVERFLOW 496.25-: :,. ... ([3:1 SIOfSLOPE , 6"X6" TEr- . ~ , h ' ~ rBOTTOM 494.75 /1 j.: ' L _ 6- + 6" PVC Pipe J )1 {'B" 6- IE 494.75 V'.. 1 , . 4t. H . . . 4.,' L PIPE CAP WffH -1 \ 1 1/2" DIA. OR/FlCE LoDOr TYPE D INLET BASIN B DETENTION OUTLET STRUCTURE NeT.s. - MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATNE BAR RUN l' WIDE CURB CUT \ THICKENED.."\ r RETAINING WALL/CURB EDGE SIDEWALK. \-.... "'--' (I AC . . - -.;." \..."~'-.s-;" 0, I . . --i?iJ >",l;;:,..~ ~ Dt./t.NTION STRUCTURES J - . 18" GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) SEE DErAIL ABOVE MUST HAVE 2 IN/HOUR INFILTRATION RATE BOTTOM 494.75 r CONSTRUCTION / CONTRACT/ON \ JOINT AT 30'-0' MAX. HOLD HORIZONTAL REINFORCING 2" BACK FROM JOINTS t;\ RAISED CROSS WALK ~ BCALE' No 1.B. CONCRETE VALLEY GUTTER SCALE' N. T.8. f(;\ CONCRETE CANTlLI!ir.l!iR RETAINING WALL \V SCALE- 112- -1'-0. SECTION B-B N. T.S. (3) i' DIA. SMOOTH DOWEL EMBED 6" MIN. GREASE ONE SIDE OF DOWEL ...... --- , , -. ..,...~ ~~T :,........ "'--i- Co '- '- -.- ... , - . '\': (~. oj,o ..v ". 'v. '4' ~ tr"~r . ~r . ". ..v w .v.) w 'I. ..... 'I 'V 'v '.v . PLACE J'XJ' oJ? ~ 'j' \I' ~ + ", '.;r -.;r '.I; 'lr .v + PLACE 4'XJ' CLASS 50 + .v .v + -1r + '. ~ r ~~ ~~ AT ~~=U~AD AT ~.~ r PLACE 3'X3' + CURBCU. L' _ . .." I" CLASS 50 'V ,,_ J D , , <j,< 7" RIPRAP PAD AT ~ . l' CUR8.CUT I . CURBCUT '\ I 1 C! 'RBCUT l '-v ; CURBCUT " · r FG=496 25 J'G=496.25 \.- I FG:::496.25 II J l' CURBCUT- :10' I? I . _ ~~~;-\- 'l~ ". ~ 1 CURBCUT FG=496.25 ~ .' .;V(~ d ~ .'V _'V "4fj.5z;::-495.5C4; ~~. > '" ;{;~... r 'l' ~ ... ... ... ... \-~1~1,. A FG=496.25 q "'.,:<~l~~.' ~94 7[;; 495.00-= - ~ .' ......$frf' .' \ J. ~ . - " ... ~~l/#~j. . ~ ",- '" .t' v "l-' ~. 'V 'l-' W .~, '" <j,< w ..... W' I 'I-' -,I. W .~ 'V 'V ,,_ . 1 ',.. "\ r!~' , , I.. ... ~: '10' + 'V ~^ 'l.' 'W ", oS' 'v INfiLTRATION + "l-' -t.' -v ." oJ? oJ? W ,.\' \, x ~ .{ , - ~ . = ~ :. ..: - W '... '{r ..... 'V 'v 'v'''' * BASIN -.JB 'V w I o,Jr + w -10' + ~ w.. ' _ . ./ [...~~ +'V <l' 'v 'v '>S' '.I; '~r ,~, ,,v ,v,. W' Iv w + w + w w ~:;~_,J PLACE J'XJ' - .'1' ... .,. ...' 'V '''' '''' ..' ...' '.. 'V '.v ~ '" ...... .... .... .... -..... ... '.. v . CLASS 50 'V .' UPm " .. " y .. - " , RIPRAP PAD AT CURBCUT <.7 . B " , .....Q -.Ii ~J- ~~ " ., , , GElVlt;MAL DETAIL N01J5S: /. CIVIL DETAILS ARE CONCEPTUAL AND MIGHT CHANGE A T THE TIME OF BUILDING PERMIT SUBM/TT AL ALL CHANGES WILL COMPL Y WITH RELEVANT CODE STANDARDS. . o ~ ....... - f:d) ~ . ...... ~ Q) Q) d . ...... QD = ~ rj ~ r.:1 cd ~ t:Q @ L1 ,j\ ~ <j c} . I 1..-..1 . Lj': -~.- ~ .,"j>i..".~o.~o;,c~'i";,~ ,,)0000000000 'GQOOOCOOOOl OtlOo~UoOaOoOoOGOOOO~ '- ooooooooaoo .. " 3 O'(liQ.O(tOOOO.O,c. l- V) Il: (-:- <..j L'<J., ~. ~~ J> " ~ ~ ~ ... .. ~ ~ ~ .' ~ ~ '. W;ji l~ '" '-I' '"~ .....' '4' .. w ..v + + + ~ ~ 0+' \:)~QOO~OOO~ ;:0 )OOOO'<tOOO, '00 ~ >t)OqOQOQOc: toO 'V ~.. >. O'o,OO.'OqOC ~OO ~ ~~:;! 'lr ~ W ". W '-Ir.jJ d' L:l L ' <1 PLAN VIEr SCALE' /' -/0' I' WIDE CURB CUT \ l' WIDE CURB CUT \ l' WIDE CURB CUT \ RETAINING WALL/~~RB~ j RETAINING WALL/CURB\ \ BOTTOM 494.75- \ !JR~~/NG WALL/CURB L. ~ ~ ~ .~ ! ~~~~~'5~~~~;J 18" GROW/NG MEDIUM (3 'WAY MIX: J ( SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK- DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN SECTION A-A N. T.S. fi\ INFILTRATION BASIN B PLAN AND SECTION \:./ SCALE, AS NOTED 6" VERIFY COLOR, JOINTING OR STAMPED PATTERN WITH ARCHITE~TURAL SHEETS. - - t J /; 1.5n CL. (TYP. TOP AND BOTTOM) / THICKEN AC AT EDGE TO ~, '; " 9 ~ ; fJl.L~JNE[lPrE t,~<t~2iArtRS6X6X10 'WwM~-~.~ ~ (TYP.) ----.... - - .,.-. - - - ,-- A- --- ......... -.... - ~ ~ ' . " 0.6' j 0.5' 8" -- - - 2' 6' 4' -- ,,- 6' 2' ........ - - CONCRETE WALK CURB ' (7YP'/ i ,I , .. " '<l.t 4 4 ':' .. , ". : "'4' <1 ' 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPEC/FlED "" ..... '" 3/4" - ;7':-;~,~~ :.,~~.r ~:. ~\ '.3j: .4'_. :':'.:.::;~'-:;:' ";::" ': :..:: ~:.~_ ASPHALT CONCRETE " . 4; ", ',~' ", . - .,. \, .~ ~, '.i , <? :, , <t '," , .... 2' 22' ~ 4 /1< '12" ' ,- , :q ~r. .L,... ~' , . .MAX: ' 11 .,' .6 ',-:,' , 4 ~:' " , . 1- II '., . 'd,: <1 ,'~ ~ ~ . ' <r 6"-3/4 (0") / CRUSHED ROCK #5 REBAR CONnNUOUS t -: ",,6 >1 _, ,,.. 1. , ~ 4' ", ~A~"" ~ I) .:.r ' ' '~ " ',"4:d "<;1,4' , : .<1 A <1, .q l .4 <1 'A , ~ '" . ct .. . <F Slope 2% max. .. Slope 8.33% max. lli:~:::::~~~:::~:::::::~:::t Truncated dome detectable warning surface in ...".uuuuH compliance with 2007 OBSe Sect/Oil 1109-/6 CD SECTION (HI (2) #4 HORIZONT At BARS. (CONTINUOUS) \ . 3/4'.iSl COMPACTED GRAVEL TO 95: MODIFIED PROCTOR .~. -.3' ...J.~f~~~~ ~. c:::." CHAMFER RELATIVE COMPACTION. ~) 31". ': a ~. M ? 7 3' AC !AVING "" - , .,..tI ~ ~ ~ ,,) t' 3Y ./- to , !Jj..~ / ~ - .f-- ~ 1 " (2) -4 LONGITUDINAL BARS. (CONTINUOUS) ~ " , , ~ " " .. tk:' h')d " , , IOU MIN. 3/4" - & CRUSHED ROCK COMPACTED TO 941 MODIFIED PROCTOR RELA TIVE COMPACTION. "" 2' "6',, 22lf ';"" CLR. , WALL HEEL " TYP. " 28" FOOTING , ;' WID TH " NOTES WITHIN 2' HOR1Z. OF RETAINING WALL FACE. LIMIT COMPACTION EQUIPMENT TO uJUMPING JACK" OR WALK-BEHIND COMPACTOR. MAXIMUM 4" LOOSE LIFT. USE GRADE 60 REINFORCING BARS. CONCRETE COMPRESSIVE STRENGTH: 3500 PSI SLUMP: 4' t 1/2' WA TER / CEMENT RATIO: 0.48 OR LESS Q.) . (,)Ps1 ...... z t:: Cl') O 4)0 ::tCl') ~ ~ S; Q.)~ l'ooo N-~r-- ..... () at.) Q.) ~ b.O N t:.::: : Q.) I ........ cp.... C1) " ..d 0 z:... a r.:> .. r-- Q)QS- ca ..... Q.) ~ .,. ^ Cl") "; U':) ...,.1 ~ tI) _ b.O .! ~ rn . ca (.) a .- olJ o $ bD~ .s ~ ..... . 0.> = 0.> () s::t:= 'S>> .e l'ooo s::t 0 ~ ~ fit S; (.) ~ E: ~ e= ~bO .... Q) Q) t-- I'i"\ ~ ~b<S~ .....- Q) tI)..Q t.a i ~I :0 =~~~ tE g~QO ~ ~ .S -::4 ,. ~ ;; ~ I)ate ~C( t.) t't& I:>>, 201 TBG~ ARCHITELIS & - PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 ! (541) 687-1010 Fax (541) 687-0625 X,~t,fJ PROFts ~~~ ~c, \ Nf~lr12 ff!. ~<(.. #53,800 1> ~ ___ j)-lWj Gl \' .~ oREG ON ~ "j Q:- ~~ 9, ~~~ ORy A.~\J EXPIRES: DECEMBER 3/, 20/2 -- /. '..u ~ ~ o -I ..u > c..u Q ..u ~ U L' o .=- ~ :..u ~ -Uc... (,IJ.....JO /......J I -tIJ$ <~-L.J ~-- ~.> " ~ c... --U .J.J \wif/\j I.U CO . "'~ "'~ ~ ~ ~ L.J:;.j. u;.. I-- ~ } ~ ..u C.f) 1'... ; ~ -/ Z~ N / <( ~ ~~ L1ju.J~~g I 0 L...I... \""""" I.U · ~ u.J~2~ ~CO-I11-. 0- ~~ L1j tIJ rn ~ . - - ~: -- -~ -:- O''\J 3AS' ~S & ):--A _S PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 SHEET C5 @COPVRlGHT 2011 by i Be Architect & Planncr.1lnc ~ubmittal___." (p of II fXl-1eS ..tl. ~ _, C\l (J) 51~0" SLOPE 4: DRAINAGE EA5EMENT MAIN STREET (PRINCIPAL ARTERIAL 5TREET) J 0'-0" X 451-al 51GN EASEMENT - LU U <( -l 0- t- E V) &Z T-r- (j) If) ;i <.) 9 I- t- ::> o f./) .. -\ o I U>~. ~ ~ f- UJ UJ ~ ~ V) I I If:. . . .. .1" . . " " > OVdWO' .L:>VdWO:l OVcll\'OJ OVdWO:> DVdWQ:l OVdWO:l DVdl'lOJ ~ . " . , .. .. .. " . ~ ~. .. . .. . .. . .. , .. ...;JJ .. ..I" I. .r 7 .k "r .1. .f =:lJ --- .1. .r ..:.!.....~.~..:.!......!:-..~.~..:!.-.~...:=..~.:!.-..:!.-....:.....:!.....:!.....::-...:!.......t....t...,...t...,. "I. . r . . . .. . .. . .. .. .. . . .. .. .. .. " .. . .. . . . .. .. .. .. .. .. .. .. . .. .. . .. .. .. .. .. . .1. [ JF.e" " .. . . . .. .. " .. .. .. .. . . .. .. .. .. . .. .. .. . . .. .. .. .. .. .. .. . . . .. . . . ~ J : r : >. :.: . .:~. . .::. ;..-:~ · .:. ::: ~..:> :. 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TO EDGE 1 Of (E) BDG I 1 S-:)_A\J Q 1'=20'-0" MAIN STREET :--:.--:~-----.~, :=::.---~--O~--=~--=::=:::.=::~~I""', ~ " Ie', . Ii "1 '. I ~ ! 1 ~ .l ( , ) II I ;: I I I I I I I : . I , I I _A '\j J ~S: CO): ~O--:S ~--tl- f /. / - " I I I I ! UJ i u ! . - o V) , I II SDC 3.2-200 MDR BASE ZONE DEVELOPMENT STANDARDS SDC 3.2-300CC BASE ZONE DEVELOFMENT STANDARDS 4: GENERAL DEVELOPMENT 5TANDARD5 o 5DC 3.2-2 J 5 10'-011 MIN BUILDING FRONT, 51DE * REAR YARD SETBACK5 @ SDC 3.2-315 I 0'-0" MIN BUILDING $ 51-0" MIN PARKING/DRIVEWAY FRONT YARD 5ETBACKS r,:J ..c CD SDC 3.2-2 f 5 CD 5DC 3.2-2' 5 VISION CLEARANCE AREA ~ 5'_0" MIN BUILDING INTERIOR. YARD SETBACK @ SDC 4.2-' 30 @ SDC4.2-f35 ---------------------------------. I ~.::1 c: ~ ~{t 2~ i I =----7-------= J I t Iff I I - - I -------------______ I J J J J I I 01 L I-.J PRIMAR.Y BUILDING ENTRANCE FACES 5TREET 18'-0" MIN GARAGE fRONT YARD 5ETBACK ~tr MIN 250 Sf LOADING AREA FOR COMMERCIAL BUILDINGS Of 5,000Sf TO 20,000 Sf Of GROS5 fLR AREA .-. UJ U-l ~ 1- V) SDC 3.2-240 MULTI-UNIT DESIGN STANDARDS o 5DC 3.2-240(D)( I )(a) CD 5DC 3.2-240(D)(2)(a) CD 5DC 3.2-240(D)(3)(b)(IIl) (2) 5DC 3.2-240(D)(3)(b)(lV) o SDC 3.2-240(D)(3)(d) Cl) f2 <,; ~ ~ C'l Z N 1..1'1 SDC 3.2-250 MULTI.UNIT DESIGN STANDARDS VARIANCE5 o SDC 3.2-250(0)(' )4(2) MAX I GO'-O" CONTINUOUS HORIZONTAL DI5T ANCE ft SDC 3.2-240(D)(2)(b): ADJUSTMENTS TO BUILDING ROOF FORM (ALSO SEE SHEET A4) :c 1- :J o I 5'-01' MIN BUILDING ENCROACHMENT BUFFER AREA (3) 5DC 3.2-250(D)( I )4:(2) 5DC 3.2-240(D)(2)(q): ADJU5TMENT TO MIN DEPTH Of PROPOSED BUilDING EXTENSION5 5DC 3.2-240(D)(3)(b)(II1): ADJUSTMENTS TO MIN ENCROACHMENT INTO THE 251 BUffER.$ BUILDING HEIGHT WITHIN THE BUffER AREA (ALSO SEE 5HEET A4) SDC 3. 2-240(D)(7)(b): ADJU5TMENT TO THE MIN 5'-0" SEPARATION BETWEEN THE ON-SITE PEDE5TRIAN WALKWAYS 4 DWELUNG UNIT5 (ON BUILDING I SECOND fLOOR ONLY. SEE 5HEET A3) V) 251-011 MIN BUFFER ARfA CLEAR FROM ACTIVE RECREATION AREA MAX 120'-0" CONTINUOU5 HORIZONTAL DI5T ANCE WITHiN 501-0" OF LDR ZONE 250 5F MIN ACTIVE RECREATION ARJ:A WITHIN COMMON OPEN 5PACE @ 5DC 3.2-240(D)(5)(c)(l) $ (II) PRIVATE COMMON OPEN 5PACE (MfN 9G 5F AND G'~O'I DIM) o SDC 3.2~250(1) o SDC 3.2-250(f) CD 5DC 3.2-240(D)(5)(b)(IV) -- ~ MEDIUM DEN51TY RESIDENTIAL SITE Ar<:r.A . COMMON OPEN SPACE AREA FER SDC 3.2-240 (5)(b)(J), (1I),(lV).eVI),(X) AND (c)(IlI) (7\ (:Y :l _A \J WNTS @ 5DC 3.2-240(D)(7) @ SDC 3.2-240(D)(8)(c) MIN G1_0" WIDE (EXCLUSIVE Of CURB) PARKING PLANTER 15LAND MfN 5'_0" WIDE PERIMETER PARKING FLANTER 15LAND FEDESTRIAN CIRCULATION @ 5DC 3.2-240(D)(8)(h) _ :G : ~ ) BUILDING fOOTPRINT .' . . ~. .4 # ... . CONCRETE WALKWAYS, TERRACES $ PATIOS .J -... ... .. .. . ... , . ... . . .. . 9' . .. .. . .. .. ... . ... .. '" ,.. .. . , ... .. ... ... ... LAND5CAPE PLANTING BEDS 2m PERVIOUS PAVING MATERIAL ~ I PAINTED ON-SITE PEDESTRIAN CROSSWALK STRIPING . -- PROPERlY LINE J (j) <0 x .. x. x fENCE (GI~O" MAX HEIGHT) SHORT TERM BICYCLE PARKING HOOP (2 SPACES), TYP , '" .1 .. .. .. .. :,/1 ., : I.. '~".t 04!) '/(.: .~ . I .~ ~ . .1" '-. . ADA PARKING STALL Ii RAMP COMPLETE WITH PAINTED 5YMBOL 4 STRIPING, SIGN AND DETECTABLE WARNING. REFERENCE CIVIL PLANS fOR INFORMATION ON PERVIOUS PAVING.MATERlAL * COVERAGE r PARKING LOT LIGHTING (201~OU HEIGHT, lYP UON) fULLY 5HIELDED 4 DIRECTED DOWNWARD .... EXISTING TREE TO REMAIN A{:A CA_C_ _A- O~S TOT AL51TE AREA in _I (\J (J) TOTAL IMPERVIOUS AREA TOTAL BUILDING fOOTPRJNT AREA COMMERCIAL BUILDING RE51DENTIAL BUILDINGS ASPHALT/FARKlNG/DRlVE AISLE AREA WALKWAY/PATIO AREA TOTAL FERVIOUS AREA LANDSCAFE/PLANTING AREA PERVIOUS PAVING MATERIAL AREA G5,G70 5F (100%) 4G.G7' Sf (7 J %) J 7.743 Sf (27%) G,GOG SF J , , 137 Sf 2 J ,543 Sf (33%) 7,354 Sf (I 1%) J 8,519 5f (29%) 15,444 5f (24%) 3,3755F (5%) MULTI-UNIT DESIGN STANDARDS AREA CALCULATIONS ~ TOTAL MDR 51TE AREA J 5% LANDSCAPE AREA REQUIRED TOTAL MDR LAND5CAPE A'KfA PROVIDED MAX LOT COVERAGE REQUIRED LOT COVERAGE PROVIDED TOTAL RESIDENTIAL BUILDING fLOOR AREA (EXCLUDING GARAGES/STORAGE/DECKS.$ PAT(05) 25% Of BUILDING FLOOR A~ AREA OF PRIVATE OPEN 5Pf\CE BEING DEDUCTED TOTAL COMMON OFEN 5FACE AREA REQUIRED TOTAL COMMON OPEN Sf'ACE AREA PROVIDED 50% LAND5CAPE AREA REQUIRED LAND5CAPE AREA PROVIDED ACTIVE RECREATION AREA REQUIRED ACTIVE RECREATION AREA PROVIDED lYriCAL END SPACE 1YP 5FACE BETWEEN HOOPS . TYPICAL HITCHING P05T OR 5TAPLE RACK 26,074 Sf ( I 00%) 3.91 I 5F 5.752 Sf (34%) I , ,733 SF (45%) 11,137 SF (43%) I G,9G4 Sf 4,24' 5f I ,320 Sf 2.921 Sf 3,3155F I ,G5S SF I ,GG, Sf (>50%) 250 5f 424 Sf 51.0" lYP ClR l. , 2 -V:> S-lO{---:~J\t. 3 (= )A~<~ ~G m 1/4' = 1'-0" G: ~: ~A _ ~0---:5 ,. IN COMPLIANCE WITH SDC 4.3~1 25, ALL NEW ON~SITE UTILITIES WilL BE PLACED UNDERGROUND, WHENEVER POSSIBLE. 2. REfERENCE CIVIL PLANS fOR UTfUlY. GRADING AND DRAINAGE REQUIREMENTS AND EXISTING CONDITIONS. 3. OUTDOOR BUilDING LIGHTING LOCATIONS. DETAILS AND SPEClflCATION5 WILL BE SUBMITTED AT THE TIME Of BUILDING PERMIT IN COMPLIANCE WITH 5DC 4.5- J 00. ALL PROPOSED EXTERIOR. LIGHT FIXTURES Will BE SHIELDED AT THE TIME OF INSTALLATION SO THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES Of THE PROPERlY. AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPER.TIES AND PUBLIC RIGHT5.0f-WAY. 4. IN COMPLIANCE WITH SDC 4.4-105(G). A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED fOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS. UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REfERENCE LANDSCAPE ARCHITECTURE DRAWINGS fOR. DErAILS. 5. LONG~TERM BICYCLE PARKING SPACES fOR THE COMMER.CIAL BUILDINGS WILL BE DESIGNED AND LOCATED INSIDE INDIVIDUAL TENANT SPACES IN A SECURE LOCATION AT THE TIME OF TENANT INFILL BUILDING PERMIT SUBMITfAL IN COMPLIANCE WITH SDC 4.G-145- J 50. THE TENANTS WILL BE MADE AWARE THAT 5TANDARD5 MUST BE MET PRIOR TO OCCUPANCY. LONG-TERM PARKING SPACES FOR RESIDENTIAL UNITS WILL BE LOCATED WITHIN INDIVIDUAL UNIT GARAGES. G. THE DETAILS Of THE PROPOSED FENCE WilL BE SUBMITTED AT THE TIME Of BUILDING PERMIT 5UBMITfAl IN COMPLIANCE WITH 5DC 4.4-1 I 0(B)(3)- I 15. 7. BUILDING AND 51TE 51GNAGE DETAILS WILL BE SUBMITTED AT THE TIME OF BUilDING PERMIT SUBMITTAL IN COMPLIANCE WITH SIGNAGE 5TANDARDS. 8. EXACT SITE PLAN DETAILS. DIMENSIONS AND BUILDING FOOTPRINTS ARE SUBJECT TO MINOR CHANGES AT THE TIME Of BUILDING PERMIT SUBMITfAL ALL CHANGES WILL MEET RELEVANT CODE 5TANDARDS. :>A ~ ( ~G CA_CJ _A-- O~S PARKING CALCULATION5 ARE PROVIDED FOR REfERENCE ONLY. NO PARTICULAR TENANT5 HAVE BEEN IDENTifIED. VEHICLE PARKtNG VEHICLE PARKING 5PACES REQUIRED (5DC TABLE 4.G~2) EATING 4: DRINKING E5TABLlSHMENT I : 100 SF GROSS fLOOR AREA G.OOO Sf/l 00 MULTI~fAMILY DWELLlNG5 J.5 fOR EA DWELLING UNIT 15 UNITS X 1.5 TOTAL VEHICLE PARKING SPACES REQUIRED GO SPACE5 23 SPACES 83 Sf' ACES TOTAL VEHICLE PARKING SPACES PROVIDED 83 SPACES ( f 5 RESIDENTIAL PARKING SPACE5 ARE PROVIDED IN INDIVIDUAL UNIT GARAGES) ACCE5SIBLE 5PACES (St_O" X I G1-OII WI 21-0" BUMPER OVERHANG) 3 5PACES COMPACT SPACES (8'-011 X I G'-Oll WI 2'-011 BUMPER OVERHANG) FRIV ATE GARAGES (APPROXIMATELY I J '-Oil X 22'.0") STANDARD SPACES (9'-0" X I G'-Oll WI 21-0" BUMPER OVERHANG) 5% INTERIOR PARKING LOT LAND5CAPING REQUIRED INTERIOR PARKING LOT LANDSCAPING PROVIDED 24 5PACE5 (29%) 15 SPACES 41 SPACE5 1,255 5f (5%) 2,G52 Sf (11%) - BICYCLE PARKING BICYCLE FARKING 5PACE5 REQUIRED (SDC TABLE 4.G~3) . EATING.$ DRINKfNG E5TABlISHMENT J : GOO Sf FLOOR AREA G,Ooo SFI GOO 25% LONG TERM 75% SHORT TERM 3 SPACES 7 SPACES MULTI-fAMILY DWELLINGS I FER DWELUNG UNIT 100% LONG TERM 15 SFACES TOTAL BICYCLE PARKING SPACES REQUIRED SHORT TERM SPACE5 REQUIRED LONG TERM SFACE5 REQUIRED 25 SFACES 7 5PACES 185PACES TOTAL BICYCLE PARKING 5PACE5 PROVIDED 2G SPACES SHORT TERM SPACE5 PROVIDED 8 5PACES RESIDENTIAL LONG TERM SPACE5 PROVIDED 15 SPACE5 (LONG TERM 5f'ACES fOR RESIDENTIAL BUILDING WILL BE LOCATED WITHIN PRIVATE GARAGES) COMMERCIAL LONG TERM 5PACES PROVIDED 35PACES (LONG TERM SPACES fOR COMMERCIAL BUILDING WILL BE LOCATED WITHIN TENANT SPACE AT THE TIME Of INDIVIDUAL TENANT INfILL) .J THG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~~D A/fe& ~~7J~lQ?Cw E~ J r- r r~l ;..; 'j'/ / ~~ ~ 'fN(~REGON~ IrA! ~ ';f?€ OF O~~ - / .u ~ a. o ...J .u > --LJ :) ..u ~ - U / o - - I ,I f- LU WCO ~~ f-~ tJj ~ zm -~ <0 ~ ~ UjO (T)...J ~LU UjU: 0(50 Uj~ ~~ ~ 0- Uj V) S ::>_A~ PROJECf # DRAWN CHECKED DATE SHEET 200913 AM/KT KT/JEL 02.15.11 A1 lRELOCATED <;> - - (E) DRIVEWAYt ~ SEE CIVIL (;'.0" t lYP BICYCLE SPACE ' '> ~ . -l O~~ ' ':'~ fu ~ u C~ -:1) -~ ~.. ~ ~ ~u ~. ~ '-' '1\ .:v DIMENSIONS PER 5DC FIGURE 4. G-B I ~1tPYRIGHT 2011 by TBG Architect & Planne~1lC , ~ubmitta'.., ~ 7 of II fZ1Cjes o CD---- CD @ G: ~:-~-_ .~O-:-: THG ARCHITECTURAL FLOOR PLANS ARE PRESENTEDCONCEPTUALLY fOR REfERENCE ONLY AND ARE SUBJECf TO MINOR CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL ALL CHANGE5 WILL MEET RElEVANT CODE STANDARDS. NO PARTICULAR TENANTS HAVE BEEN IDENTifiED. ARCHITELIS & PLANNERS / INC ',-\ ,. 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 0 Fax (541) 687-0625 TRASH o ^ - /, =.J.. - 5- ~ C ..-1 .u > .J..J ~ - .J..J ~ 0- --~~O~MERCIAL. BUILDING ~ 1 :_OO{:> LA \J ~ ~ Q 1/8" = 1'-0" ~ o o @ @ o o @ o o CD o o @ o @ G @ --v ,--_. U / o 11\-- ------- ~. TRASH ~:~ ~ ~I I ~ ~ j' I I " I " I I ~ _ I .-- ~--r- ---.---- I{~ "7(~ F.Q77~' I I ;/"//,,~ f"'h"""'f f"Zj / I 'I I' I I I I I I I ~ ~ I I I I I I I I I 'I , " ~ I I I r I' r ~ ". 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I << t . Ii . t tIt . I I .f (.<fIII"f I t I I I t I I I t t I I . . , 1 I , 1 , I , , 1 I , I , , , I , I....... , , , . 1 , , I , , , , I , 'T..........,' I , , , I I I 1 \ ' I , , I , '~r I I , I I , , , , I I , , , , r~, , I , , I I , , , I . , I , '~........' , , I , , I , , I , , , 1 , , , I , I I I , , , 1 , , , I 1 I 1 I 1 , ,-- I · , I I , , , , · 1 , 1 , · , I , <oo.Lzl , , , I I , , , , , , :::._ ~ I , , , , I , I I I , , I ,_ I I ',I I 1.1 I,} L f , I 'I l'" I , , , , , , I I , , I , , , , , '1/_- ; t. /7' - .; - . L-' .. ~ -1' It I ,/) - _I ;-" ~ /" 1/- . ; 7 - I /;/' " .. _- :. - '.' .J d- _ L / g ~ .L,/ ~ ~ ~ L-1-: J~<' -. l' J ~ ' I ' _____ . i -', I ',_ ", " ""',,__ ___ ___. i., "-",,~_,~!I ~ ___. """'~_~o~_______, ------- . .~ -- - r . ~ U -- --=-u . t~ f (/ Jt ~ 1lL : ~<//',i ; . ~1 I /j.: ~t~,,_',/,,",/ """-', 1 """ ! . ,- .... . '-'" 1- I; ~ SHINGLE ROOf -- VERTICAL SrDING .$ BATTENS, TYP CATWALK .$ GUARDRAll,1YP HORIZONTAL - SIDING .$ TRIM 2S'-G" ~ T.O. RIDGE 0'_0" FIN. fLOOR~ 25'-O"~ . T.O. RIDGE 21-8" · AVERAGE ~ : BLDG HEIGHT 0: BALCONIES WI - ; GUARDRAil $ SUPPORTS, lYP LOR ZONE PROPERTY L1NE~: 0'.0'1 ~ fiN. fLOOR~ . ~ 0) ~ <t f- a.. o ~ C; g ~ > I c '(i; ::E ~ "'0 c: c-.. 2 ,:!? I.() o ~K ('t) (t:) bi~ g""" ~@) ....,...- 00 o:::c-.. a. _ -::'": """ N"-- ".0 ~If co c: C 0)0 .~ -g ~ ~ OC/') ., Gn .J-MINt 1 . I , \ , -- -->=/j - / I-- 0'-0'1 fIN. fLOOR->-- '..0'-0" I FIN. fLOOR ~ .- STRUCTURE A . (2) BEDROOM FLATS 2 .3 U _~) \1G ,- Q 1/8' = 1'.0' (2) BEDROOM TOWNHOUSE . , " . Q 1~":1'-0:) \1G 2 ~T :.~ \JA - NO {-l- :_:V A - 0 \1 ._\1-: ~\1A_ \10 ~- - .=_ :VA-.O\J (0 ,fRONT FAC;;ADE 25'-011 T.O. R.IDGE~' G" .rMIN :. f .', I . · l~' ' , ' I ' . ' ~, I . ' , ' , l;-' . ' , 1.,,...1.,..' . I , I . '. , ',' 1 ' . ~l , · , << , I , ' , ' , '-J-LrLr-' , ' , ~~. , · , '.,-L,-' . ' I ' , I . I I · , '" I' '" ,.r, II' 1 ,T'-r"T, I I I' I t I II"" I I "'" I' 1.1 I I I" 1 t f I I . f , f J. I 1 .. t ( f t , f t I I t I I I I I I I I I I f I I t I I I f I I I I I I I I I I Iff I t f t Irl"'$'I'.',I.'I~,"':"j'IIIII'I'I'III'I'I.I""'.',',1,',',',',II"'I'II,',I,'.',I,I,I,',',.~"';"'I,II',II'I'II,', , , , , , , I I " ~ , .,..., ~ ' I , IT, , I: I : I : I : I : I , I I I . I I 1 I I , I I 1 '-__1__' , '...-!l" 'I I I t.,...,!.. I I I I , I I , I , , . . , . , , l __"f'-r' I . . . I , 1 'I' I . , I , , , I I I I I I I , , , I I ,-.-r, .....-., . , ,-.---r....... 1 ' . . , , , . I , I , I , , , , I , , ~I I I , , , , , , '"'"{ I I , · I · . · '-,-L,-J-,-' . Ly-' . I I . I , , , , I~' , I , , , , I ,. I_I , , I I , , , , I I - I ' I ~I , ' I '-,-1-,-' l' '~, I 1 ' , I I I , I , I , · , · , I I I I 1 I "'r1.......1 I ' , ' I ' . I I 1 I 'I . . I"" ,I I 1 . ' , ' I ' , ' , ' , ' I ' I ' , . ,',',' I ' , ' , ' 1 I I '--r-1-r-r 1"'11......' I 1 , . , ' , . , I , ' , ' I 1 1 , , I , , , , , I . , .J~ , , , , , I . . . ~I ., '~~' , , I , I I , , . I , , , , , , , 'I 'I' 1 , . , , , , , , I , , ...... I , I , , , I . I , I , 1 I I I , I I , ~~' I . I . , I I I I ,....-----r-t" I I I , , I I I I l~T 1 , , , , , I , ,.....,- , , . I I I I , , IY , , , I , . , I ,...."., I , , I I , , , , , , , I 1 , \ I , , ,__--r, I , I , "I \, I . , , , \ ' , . I r~" I , , , ,..,.......--r, , , I I , , I oA"t I ,.,.., I" . <~V\.!-;:L'. , 'I' , I I , 1 , I,..t,-' I ' , ' I I , l , I ' I I I ~, '~I I ~ ""'I'lll~" SHINGLE - ----... I , · 1 I I 1 I ' , ' I I , I I I , ' , I I '..,;001 , .~~ ". II" I" I'" ~'" I I ROOf A:>I"" I '.'.',',',',1.',',',',',',' '~'II''''''I',',I''''f' · ',I,I,'I'I','I',','-rT'I','I',' (J I 1'-'1 TLr-, , , , I , , I I I l~' L....,' , , , I I , ;-, L ' I " I I I , I I 1 1 , , I I , . , , , . \ ' ';1. I . .. I I . f I I I I I I I I I ~ I I I I I I I I I I I I ~~ I I . I I I I I . 1 J I I I I I I I I 1.....;;;p'"1 ~ BAlCONYW/ ' I , , I , , I I , I I , , '~~l , I , I , , , '~' , I r ~ ' I '_I_~__I_~__'_~___~_I __I ~ +-"': t , 1 , GU~F~6~~ ~, 1/"~~'UT ".. , ." ~/ '; Ll /"\ ~j!j HO~ZONTAl . --':":;1, (.~!_~_u /~ . -'':t!.'~:'~- /. . 5IDINGU~M ------------, --~~.~Ju _ : . J~ PORCH CANOPY t ~ i :...-~ " - ~ -I ~,~ .n_' STEEL SUPPORT ~'. ~___ " .:'1 L,.l.....1 I I ',,, ,...-.........' ..... ,,' '-"'l" ",.. , "".'" " , I r:;~"^' I - J~J,; 'Ir 'J- I F'l,... - .:...1.,~-:---, =~._c,~,._u-,u1 ~ . .. 1 J " t!> [~..J' J _. - - - - -- - - -,- II /j~ 1'/ / : / 1/:. tJL.' I;; ... " . , . . ["'. , , . I .__L_I. ' 0=' '~' .-r I , , , , I " I " ..1.-.1..-' I , '---..L --1'-T- I I 'I ,-- . I . I I I t I J I 1_ L_ -J t . . . fl. I I , 1 I 1 , t I . _/ f. f J i . l . S , I , , I 1 I 'I I , , , , I . I,'. '). I I , I I , I J I t ~. fl. I t .-r-r~;j ~ · I I I I , l-rY I _u_u '>~r! c-' "- ~ '/1' >< ~/ V I,yv: VI-! I r //~, .=1 1:( /~, =J 1\ Ii - I ", - - - ~- --- ~- - -,- - - - - --- 'iI, / / / !~! J/I 'il / ~J_ I IV " ~i! Juu_ __=-J_~_. .I"~' . <! hl/' 1" Y' , . '-I ,/"~, . :</ ~, ;LIi I,.t "'; ,/"~: , ~! A//. 0'-0" /, y: J fiN. fLOOR~ , ,t- ., 1'-811 7' ~ .... .' . " '. o (2) BEDROOM FLATS' (7\ 3~_) \1G' ~ 1/8" = l'~O" ..' '. '. . '.' .' . (\, (~J: " I / dl 1 . ..... ... -I . 'J STRUCTURE A I (811W., 0, (2) BEDROOM TOWNHOUSES .(7\ 3~ -) \1G 2 - SOJ- - -= - =..VA-- O~ \.V 1/8" == 1'.011 . . sou--~ =_:VA- ()\1 -- COVERED 5TAIR, CATWALK WI GUARDRAil $ SUPPORTS, 1YP . -- SHINGLE ROOf ~ VERTICAl51DING . .$ BA TTEN5.. TYP f~ - BALCONIES WI GUARDRAil 'r1t ". ., ~ .$ SUPPORTS, TYP --' It.. . HORIZONTAL ...- ,~- .. u~."tl SIDING 4: TRIM . I ',' I '~!, . I . \ . 1'1"'" 1'1' j' I 'f "" ::..:o-HA.._~~~ :-~,.. ;-~-- , I' , ,Lr', 1'+~"I'I'I'I""IIII"l;"""',_~ 'III f t t t ~ t , 1: C t ,. I I . I I I I I I . l r !' o ~ II '1" " , " ""l --I .. .. · ", ~~ r L~~: -' ~ / ~ '\ ' ,=, ,~, I,", . "'-.TRASH ARfA STRUCTURE C . , ~ MASONRY WALL 3'_0" ..- 1 t. .5'-0" J 21-011 COVERED ST AfR. CATWALK WI GUARDRAil * SUPPORTS, TYP .--- "5HINGLE ROOf . ~251_0"' ' T.O. RIDGE 241_3" ~ T.O. RIDGE . . 21.8" .' o .' ~ AVERAGE. .' , -@BLDG HEIGHT, 0\~ ClI...: ..~ Ii" . . t 1 .. s. . " .. ~ I i ......I.=;IIIII'IA - f . . . t t J' . . , "t t t I .. . 't f t I I I I " : ~<<'*- f4\ . .J I · I 1 I · . I I I..-J-r-L '\:.../ . . I j I I I I " , .--' ~. . . . I I I I I I , . . , 1 ; , I I I I I I I I . 2l! -~.....~ 1{: /- ~ - ; I / tLL .; 1.1 I ~ I t j f , I C . " I I , , , , , O -L-l" I II -.-r-. I I f II 4 " '" I , , , - '. II' , , , , , , , I , I , , . .~ . ,I I I I , \ I C" G" -IMIN'- ~". . - ---- HORfZONT AL SIDING .$ TRIM . ~. 'VERTICALS;DING . t BATTENS. lYP, j: / ~... ...- ' l::;/~'0 ~. '. ' . . BUFFER ---~~ . . ~ .., AREA ~..' . ~. COVERED PATIO :~ PROPERTY LINE ".,. ~. ." BUFFER AREA '-'1 I / ~ i.= . """'.":".,..,.'"'' ,- ~,~'._u~u . t:' ...... I II I~! t ./ ./ -. l" "'~D:""_,,,i . J a)-"-.......'-"--- LL.: ~ - ., -:- - ,,- - T ,0__ ~' , 1 I I. I llLLL -' I i 1111 LLJl 1....1. -LLUI 1M 1..._ : 'J JI U 1.,.. JJ l .-- t......... ~ LOR ZONE . ~ -- MASONRY WALL, lYP ! , I, . '. 0'.011' " .~fIN. fLOOR ~ I'~~ ., ' I ~ . STRUCTURE B ~ STRUCTURE A 0-0" fiN. fLOOR~ " ..: .... L 3'~0" L r _ ...... I 21.0" 51-0" . It II'[ -. o (2) BEDROOM FLATS & (1) BEDROOM FLATS OVER PRIVATE GARAGES (7\ 3~ _3 \JG · \.V 1/811 = 11.011 ..,; , -, ."- 0, ,(1) BEDROOM' FLATS, OVER PRIVATE GARAGES f7\ 3 J -) \ G" -w :S~ : - :V A - 0 \J ~1/811=lt~OIl ,,' , (2) BEDROOM TOWNHOUSE .' ". . , . . 85 j -)\JG 2 -W-=S~ -= _ :VA ~ O\J (D1/8' ",,1'-0' . . .' . :AS- : _ :VA- 0\1 o fRONT fACADE _A ~) ,-,S: CO) :~O:-:s . . . . . . . . . .. G: \I:c~_ 'JO-:S SDC 3.2-240 MULTI-UNIT DESIGN STANDARDS SDC 3.2.:250 MULTI-UNIT DESrGN STANDARDS VARIANCES I ! A~CHITECTURAl DETAILS, fiNISHES AND WINDOW CONFIGURATION ARE PRESENTED 5CHEMATICALlY FOR ~FERENCEONLYAND ARE . SUBJECT' TO CHANGE AT THE TIME Of BUilDING SUBMITTAL. (0 (9 SDC 3.2-240(D){2)(b): ADJUSTMENT5 TO . 0SDC 3.2-250(F) BUILDING ROOF fORM (Al50 SEE SHEET . . A4) i 0SDG 3.2-250(D){ I )t(2) 5DC 3.2~240(D}(2)(c) MIN I 5% WINDOWS $ DOORS ON FRONT fACADE 5DC 3.2-240(D)(2)(e),(f).(ra},{h) MIN EVERY 301-0" ON EACH flOOR CONTAIN5 MIN OF 2 OF RECESSES, EXTENSiONS AND/OR OffSETS SDC 3.2-240(D)(3)(b)(III):ADJU5TMENTS TO MIN ENCROACHMENT INTO THE 25' BUFfER at BUILDING HEIGHT WITHIN THE BUffER AR.f.A(AlSO 5EE SHEET A4) 5DC 3.2-240(D)(7)(b): ADJUSTMENT TO THE MIN51-0'1 SEPARATION BETWEEN THE ON.SITE PEDESTRIAN WALKWAYS $ DWELLING UNITS (ON BUILDING J SECOND fLOOR ONLY, SEE '. SHEET A3) . . .. , _ '''4~' SDC 3.2~240(D)(2}(g)= ADJUSTMENT TO MIN DEPTH OF PROPOSED BUilDING EXTENSIONS , 0 SDG 3.2~250(l) o SDC 3.2-250(D){ I )$(2) THU , ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 .- /1 , , "I. ~ ~. a.. C , " II ~. -..J..J > ..L.J :J -..J..J ~ u /" o - - ..u -..u ~ -UCL CJ) 0 ....J . ': I....J . (... t/) .<(..~S ~ t/) ..~ C2:> ~d'E2 ~. ..-o.LU '., .~Lz c: ... '<( < ~ · N/. '.. I Z ~. UJ ...... Ltj 0 LfJ CL . O'l u:l I 0 :~- i~.... LU '. ~l5 '. ,VJ CO _ .~~- ~ o. - f'... ~ L1j "...CJ')' r;; B1 - - - I J- LU UJ CO: ~ I'.. . tJ; '. ;z 01 :> -5 ~ - - .A '-~. J -:,~; . ~_ 3J _J ~GS :X':~ 0 ~ : =_5.V A --- 0 ~S PROJECT #. DRAWN CHECKED DATE. 200913 AM KT/JEL 02.15.11 SHEET A4 @COPYRIGHT 2011 by TBG Architect & Planners/lnc , if)' of Ilpo.Be.s (85) BEACH ~ J rcAWBERRY . (3) CLOUD NINE FLOWERING DOGWOOD ~ (13) DAVID VIBURNUM (10) MT. AIRY FOTHERGILLA ~ (5) SPRING BOUQUET VIBURNUM " "" ~ (4) KOREAN SPICE VIBURNUM (5) TUSCAN LAVENDER (10) DAVID VIBURNUM Ji (12) KARL FOERSTER GRASS r (10) LEATHERLEAF SEDGE /r;f1l MOONBEAM COREOPSIS ____. ~! r(6)~~TH~::~_SE~~._ _ __ . .] - T. ~.-- ----.-- (4) KOREAN SPICE VIBURNUM (6) CLOUD NINE FLOWERING DOGWOOD (10) DAVID VIBURNUM ~~)LEATHERLEAFSEDGE (31) LEATHERLEAF SEDGE -{4) TUSCAN LAVENDER (11) HETZI HOLLY (8) AZTEC PEARL MEXICAN ORANGE (10) lEATHERLEAF SEDGE (7) DAVID VIBURNUM . ..... C/) ~W LOt) ~::s ::::>0.. (2) CHANTICLEER PEAR (18) PACHYSANDRA :~;~~;ti~:;~i~~;Mm~ I '. ", ... '.' ~~,y:" ,.' ~.~. ~~~:.:.~:'~,~T::'.:,;:j~.::~~ ~~y..;, );,.~L < ..' '" ...., - .... W:'-" ;1 <;;~i:.~~1~~t~. ~ ?,,':';\:?-"::>.:~, "::~ I (19) AZTEC PEARL MEXICAN ORANGE (4) CHANTICLEER PEAR t I -- . . PROPOSED 6' PRIVACY FENCE (7) SPRING BOUQUET VIBURNUM (5) HAMELN FOUNTAIN GRASS I I I (7) AZTEC PEARL MEXICAN ORANGE (7) DAVID VIBURNUM I (3) COMPACT WINGED EUONYMUS (8) HAMELN FOUNTAIN GRASS (6) CRIMSON SPOT ROCKROSE I (9) HAMELN FOUNTAIN GRASS (3) SKYUNE HONEY LOCUST (5) CRIMSON SPOT ROCKROSE (7) SPRING BOUQUET VIBURNUM (9) HAMElN FOUNTAIN GRASS' (107) BRAMBLE (3) COMPACT WINGED EUONYMUS- (7) DAVID VIBURNUM . (7) AZTEC PEARL MEXICAN ORANGE - {4} SPRING BOUQUET VIBURNUM (5) HAMELN FOUNTAIN GRASS (4) SKYLINE HONEY LOCUST (4) COMPACT WINGED EUONYMUS N @ (1\8-= 7J_A\ ~ 1tf::20'-O~ LEGEND NOTES 1. PROPOSED TREES, SHRUBS. GRASSES, AND PERENNIALS ] PROPOSED BENCH 2. 3. ~ "Cl (j c: .2 E. 0 c: ro a: if 0) ~ .E C ro 0: L:i <::> ~ ~ ~ c: ra 'j 0: e ... Cl 0. u oc-.. I me;:? Q~ 0 1../ @) e ~;: fl Cl <3 fa <: .~ r.J - ~ .. ~ N ..- g- .. ..0 ~ cuQ) !!J Eu.. c. ra 2' c: C 1:>>0 9- .~ -g fl n ero 9 ow N rVV'~ {~;1 $ 6. EXISTING CONIFEROUS TREE TO REMAIN ("") C'~:.J "",.,/ PROPOSED BOULDERS 4. 5. EXISTtNG DECIDUOUS TREE TO REMAIN ~/ ,X/.// //-// .Y//Y};%:/./} 0'ff/ff%~ ?t~ttf~ PROPOSED GROUNDCOVER IRRIGATION SYSTEM ~~\?~~l';[j PROPOSED LAWN @ PROPOSED 4'.0" DIAMETER MULCH RING CENTER ON TREE (5) TUSCAN LAVENDER (16) HAMELN FOUNTAIN GRASS (21) MT. VERNON LAUREL (12) DAVID VIBURNUM (19) MARY TODD DAYLtLY o 21- NW LOW Ie::: 1-1- =>00 o (J) (3) CLOUD NINE FLOWERING DOGWOOD (4) AUTUMN BLAZE RED MAPLE (16) OTTO LUYKEN LAUREL . (1) AUTUMM BLAZE RED MAPLE TREE STAKES D.F. ~ X 2"x 6' TREE TIES Grow Straight or approved (8) BRAMBLE . (3) KOREAN SPICE VIBURNUM .. (3) JAPANESE SKIMMIA (3 FEMALE) . (7) BURKWOOD DAPHNE, ~(1) CLOUD NINE FLOWERING DOGWOOD . (8) MORNING LIGHT MAIDEN GRASS UNDISTURBED OR COMPACTED SUBGRADE .(17) PACHYSANDRA . (1) CHANTICLEER PEAR .(5) BURKWOOD DAPHNE ~~~~ "'~ ~~ Q E;.~ ~~ ~ MULCH )y -. LANDSCAPE ARCHITECTS .. 375 W. 4th Ave. . Suite 201 Eugene. Oregon 91401 Phone: (541) 686-4540 Fax: (541) 686-4577 Web: WWN.schirmerassociales.com IMPORTANT: Root crown to be a minimum of 4" above finish grade. JJ '- r BACKFILL Fill haliWay and water thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling ~ ~ 2x diameter of rootball ;L NUl t:: REMOVE TREE TIES AT ONE YEAR WARRANTEE. -(8) HETZI HOLLY o DECIDUOUS TREE PLANTING DtlAIL . (17) MT VERNON LAUREL - (3) AZTEC PEARL MEXICAN ORANGE -(4) MIDWINTER FIRE REDTWlG DOGWOOD .(1) CLOUD NINE FLOWERING DOGWOOD PLANT LIST Qty. Botanical Name TREES 22 ker circinatum 15 ker rubrum 'Autumn Blaze' 14 Camus florida 'Cloud Nine' 2 Camus kousa 6 Ginko biJoba 'Princeton Sentry' 9 Gleditsia triacanthos 'Skyline' 12 Pyrus calleryana 'Chanticleer' 3 Quercus borealis SHRUBS 77 Choisya temata xarizonica 'Aztec Pearl' 16 Cistus ladanifer 4 Ceanothus 'Dark Star 14 Cornus sanguinea 'Midwinter Fire' 97 Camus stolonifera 'Kelseyi' 12 Daphne burkwoodii 16 Euonymus alata 'Compacta' 27 FothergiIJa major'lVIountPJrj 13 .lIex crenata 'Convexa' 31 . lIex crenata 'Hem' 16. Prunus laurocerasus 'Otto Luyken' 33. Skimmia japonica 6 Thuja occidentalis 'Emerald Green' 16 Viburnum carlesii 191 Viburnum davidii 31 Viburnum tinus 'Spring Bouquet' PERENNIALS 5 Astilbe arendsii 'Bridal Veil' 17 Astilbe arendsii 'Rheinland' 14 Coreopsis verticillata 'Moonbeam' 25 HemerocaUis 'Mary Todd' 6 Iris sibirica 'Bennerup Blue' 18 Lavandula angustifolia 'Tuscan' 26 Sedum 'Autumn Joy GRASSES 16 Calama~rostis acutiftora 'Karl Foerster 63 Carex buchananii 121 Juncus patens 8 Miscanthus sinensis 'Morning Light' 73 Pennisetum alopecuroides 'Hameln' FERNS 54 Polystichum munitum VINES 13 Lonicera japonica GROUNDCOVER. 375 Fragaria chiloensis 396 Pachysandra terminalis 138 Prunus laurocerasus 'Mount Vernon' 491 Rubus pentafobus N.T.S. Common Name Size Comments Vine Maple 4'-5' 3 stem min. Autumn Blaze Red Maple 2"ca1. Matched, evenly branched Cloud Nine Flowering Dogwood 6'-7' Matched, evenly branched Kousa Dogwood 4'-5' Matched, evenly branched Princeton Sentry Ginko 2"ca!. Matched, evenly branched , Skytine Honey Locust 2"cal. Matched. evenly branched Chanticleer Pear 2"cal. Matched, evenly branched Northern Red Oak 2"ca!. Matched, ewnly branched Aztec Pearl Mexican Orange 5 gal. Crimson Spot Rockrose 5 gat Dark Star Ceanothus 5 gal. , Midwinter Fire Redtwig Dogwood 5 gal. Kelsey Redtwig Dogwood I 5 gal. Burkwood Daphne 5 gal. Compact Winged Euonymus 5 gal. ~ Mount PJry FothergiJIa 5 gal. Convex Leaf Holly 5 gal. Hem Holly 5 gal. Otto Luyken Laurel 5 gal. Japanese Skimmia 5 gal. 31 female. 2 male Emerald Green Arborvitae 5 gal. Korean Spice Viburnum 5 gal. David Viburnum 5 gal. Spring Bouquet Viburnum 5 gal. Bridal Veil Astilbe 1 gal. Rheinland Astilbe 1 gal. Moonbeam Coreopsis 1 gal. MaryTodd Daytily 1 gal. Bennerup Blue Siberian Iris 1 gal. Tuscan Lawnder 1 gal. No Substitutions. Source: 541-746-7178 Autumn Joy Sedurn 1 gal. Karl Foerster Feather Reed Grass 1 gal. Leather Leaf Sedge 1 gal. Spreading Rush 1 gal. Morning Light Maiden Grass 1 gal. Hameln Fountain Grass 1 gal. Sword Fern 2 gal. Japanese Honeysuckle 2 gal. Beach Strawberry Japanese Spurge Mount Vernon Laurel Bramble 4" pot 4" pot 1 gal. 4" pot Plant 18" o.c. Plant 12" o.c. Plant 18" o.C. TBG ARCHITECTS & PLANNERS liNG 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687.0625 ~.c;\ST.E~b ~v #325 ~.() ~ - . SCHIRMER E:-t ON 0 ~ ' l' Q}O 1-18-94 C~ ~PE A.~ I- W co c WI'- 0:: """ . 1-1'- (1)C>> :z~ <( ~ :Eo LO-I O')W ~ LL. LOC!) ~Z LO [2: ~a.. LO CI) ~_A\J- \JG .:) _A\J 200913 jas cas 2/15/2011 L1 ~J 'gi~~~~......~,..rl-["f"".""',""" & ~lanne.r:/lnc /1 of If pages I- Z W ~ c.. o --I W > W o W (k:: () . ~ ~ I- ZOo.. I .....J 0 c:::(.-1 I ~fBs -xcn~ ~~> .-oo..W C~~ "IWZ 1.01-<( .Z.....J I.Wo.. WOW , eel- 1.00Ci5 PROJECT # DRAWN CHECKED DATE fJ_lReceived: =F 1 5 2011 MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3- IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE. ARCHITECT. TREES AND SHRUBS PLANTED TOO DEEPLY WJLL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. EXACT PLANT SPECIES, SIZES AND lOCATION ARE CONCEPTUAL AND MIGHT CHANGE AT THE TIME OF BUILDING PERMIT SUBMITTAL ALL CHANGES WILL COMPLY WITH RELEVANT CODE STANDARDS AND APPROVED PLANT LIST. IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN & PLANT BED AREAS. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS. BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROL, RA1NBIRD OR APPROVED), ELE\J I Krc REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED). WITH POP.UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM-PRS SERIES OR APPROVED). AlL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION.