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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/7/2010 s n - 5175 & 5195 MAIN SIREI: r SPRINGFII:LU, OREGON 97478 3J~_J~'1G OW'1::~ A33~~:V_A :~O'1S 030 E~TE-~:>~ SES LLC PO BOX 78G7 EUGENE, OREGON 9740 I PHONE (54 I} 72G-8181 fAX. (541) 741-089G CONTACT : EMAIL: SHAUN HYLAND shaun@Jhconst.com A ~c --:C - /:~ _A\J.'1: ~~ T~3G A~C -T:C 15 & => _A 'J 'i.: {51 \lC J 32 EAST BROADWAY, SUITE 200 EUGENE, OREGON 9740 I PHONE (54 I ) G87 - 1010 fAX (54 J) G87 -OG25 CONTACT : EMAIL: KRISTEN TAYLOR ktaylor@tbg-arch.com CATCH BA51N COLUMN CONCRETE DOWN SPOUT EXTERIOR INSULATION AND fiNISH SYSTEM5 ELECTRICAL ELEVATION EQUAL EXISTING MECHANICAL OPPOSITE STRUCTURAL SIMILAR TOP Of TOP Of CURB TOP Of PAVING TOP OF SLAB TYPICAL UNLESS OTHERWISE NOTED VERIfY WITH NOTE:THIS UST 15 INCOMPLETE, VERIFY ABBREVIATION5 WITH ARCHITECT CONSj~_~A'1-S CIVIL & TRANSPORTATION ENGINEERS 3RA\lC -I ="G - \lE:RI \JG, ~ \lC. 3 10 NORTH 5TH 5TREET 5PRINGFIELD, OREGON 97477 PHONE: (541) 74G-OG37 fAX: (54 I) 74G-0389 CONTACT: CIVil: EMAll: GREG MOWER, P.E. gregm@branchengmeenng.com TRAN5PORT A TION: EMAIL: DAMIEN GILBERT, P .E. damlen@branchengmeerlng.com LANDSCAPE ARCHITECT 5C'" ~M: { + ASSOC AT :5, __C 375 WEST 4TH STREET, SUITE 20 I EUGENE, OR 9740 J PHONE: (54 J) G8G-4540 fAX: (54 J) G8G-4577 CONTACT : EMAI L: CAROL 5CHIRMER, ASLA carol@schlrmera5soclates.com ~ ~ t; <n en C> C> ~ > n :$ o <( <.> "E (ij :E ~ -0 ~ ~ ~ It) o ~~ <n LO dil,1 C>@) ~c 60 O::N 0. - iGl:i aiM Ea a:t c=_. c: 8'0 '~i i2a:t aoo SYM 30_5 BUILDING STRUCTURE GRID DETAIL REFERENCES KEY NOTE 0-- DWG. NO. (X\ 5HEET NO. \V o ASSESSO~IS MA:> & ---AX ~O--- '1:0 ~MA~-O'i ) ~w '1G \J ):X TJ CV- CI C2 C3 C4 C5 TITLE 5HEET ASSESSORS MAP TAX LOT 17-02-33-32 G200 CB COl CONe 05 Elf 5 ElEC ELEV EQ, EXIST Of' (~) MECfi orr STRucr SIM T.O. TC TOP TOS TYP UON VfY WI A55E5S0RS MAP TAX LOT I 7-02-33-32 G300 SITE REVIEW ASSES5MENT OF EXI5TING CONDITIONS SITE REViEW UTIUTY PLAN SITE REVIEW GRADING AND PAVING PLAN SITE REVIEW CIVIL DfT AILS INFILTRATION BASIN DETAILS A{C- T:CTU.~_ AI A2 A3 A4 A5 SITE PLAN CONCEPTUAL fLOOR PLANS CONCEPTUAL FLOOR PLAN5 EXTERIOR ELEVATIONS EXTERIOR ElEVATIONS _A" )SCA ) : LI PLANTING PLAN ~'__N"- 1 >" .___~_...l.\,,_."_.J..//; ,''''~ ", i ' ,', ".~~.~., . ,~ \ .,.,,/ J' ~~- ,." ~d 569. '~~";"-1.'\ -. " . >.~, '.,',' l>~.f;:;?i"; (-'. I '_:':"~.J)'l' ",::\ '.J b\'l~?t<-' '!' PRO,IECT ':j'1:;;:1 ~. _...!'Lr.~t ,t~ ~'. .... .~' . - J -! '\-"",J.:'~' '- l;'~-'\ ;! j C~, '\ 3=~ " ;.~ >"'~ i ~ -?;: "j:: -~ '~..' ,~'~'~ii;:LAi'R~.8~'Li ~~. 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" , 1 ~ SHEET ~,,'~ J-'..-l J1 t" "': .':.~~ '''' \!. ~~,', "'" /' i \ ... i ~ I ,(- Jl"'"l ~~.'\. ...--" ""~:'"'' ~ I I DonislRanch ~ ': '-".: " .' ;. I. ~.. .' ".- . ... ' t- -~r~ . r-... r" '. . I } i;'~~,.:~j I '-~ 1~~;al!.ivlngA; "'. '" e> . e. f 1 I . . PR I J. MoonMournaJW'..';:~n~ ,I.] Hist~F.:8rm' ~. ,'7;1'~"~ .....- ~ ....;.J.:.......,~'.~,.,'- - f: ~ I "1 Cnyp rkt ....... ,:v': J, ~t;'~~~ <~ ~ '-", ,~~...;.. .~~ ,....I\.~ "" 0" , · ~).'.'!;~ ~.. U. ~~~~~;:::{~~;i~;.~&~J~)<~~..~.:....~~:-;~'" ~;~ele~~~~'arJ;.\::; f "./ 2U) S"~",~:ld;i: .), .~;~~~~~l{~.:,\f:..~'- (. ~ ~"~.~,.;~:~.- '-"--"'--~""" enO'~tuldl~,. -;::: (-:" ~. '.;, l"'~' \ '""4.~'" ......... ~ ~ ."':.?..... ...._~~.. ~ j . . _ _ ?:~ , '~'.~ ~.~-~~_:. ~~ '. , , ...../~'-.~ j;~~':,,- ~ ~~;;fi:\.. ~ " . _ i \ of II ~ ~~~oby~~~~.."'----1 3I\S~S 0= ~) -:5 :G '1 PROJECT DESCRIPTION: M rXED-USE DEVELOPMENT INCLUDING A MULTI-TENANT COMMERCIAL BUILDING, A DRIVE-THROUGH RESTAURANT BUILDING AND A TWO-STORY MULTI-fAMILY USE WITH 12 ONE- AND TWO-BEDROOM UNITS. CONSTRUCTION TYPE: V-B, ALL BUILDINGS fULLY 5PRINKLERED (INCLUDING ALL TRASH AREA5) B, M, A, R./$ S COMMUNITY COMMERCIAL (CC) OCCUPANCY GROUPS: ZONING.DI5TRICT: GR055 PROJECT AR:f.A: SITE A'KEA I .5 ACRES OR G5,375 SF COMMERCIAL BUILDING AREA: RESTAURANT: 2.500 Sf COMMERCIAL: 3.0005f 5.500 Sf RESlOENTIAL BUILDING ARJ:.A: BUILDING ONE, STRUCT A: G.G28 Sf BUnDiNG ONE, STRUCT B: 5,232 Sf BUILDiNG ONE, 5TRUCT C: 3,847 Sf BUILDiNG TWO: 5,9GB Sf 2 I ,G75 Sf BUILDING CODE: 20100S5C v C ~ _,' Y MA 0 N .0 N.T.S. TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 4-~ Af?~ ; ~~dNk1At/J~ '~~E~lcft;VY r "'1)>./1 OF O~<9 . ~- 7': :-U ~ 0- o -J ~ > c..u o l.U ~ -- '.J.J ~ ~ ,-U CJ")-l /1,,,.,, -l <~$ CJ)..u ~C2> o(J~~~~J u.J I-~~ -0 "', V) ~ ' -L z - CZ'<(<6' ~ ~ ~ ~ gr, ~ u.J~lJ' 00- Lr) ~ j ~ ,,~j Uj 0 c:n ~ 81. S ~~ -,-- 1...._;: . ",,,,,,,.. PROJECT # DRAWN CHECKED DATE 200913 AM KT/JEl 12/07/2010 1'''1 ~ N N <0 N ~t: o Cl N "- \0 "- I'l ,.: VI X ld ~ lJ rl' ~ T! ~ ~sn 0'> In I Ol a /' ~ 01 ~~ c: o a. ~ 3 ~ '" .~ " r. w a lD a rn tf) I Ol a @ 3ranch 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 'ff '" ,....BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying i j- - I. L____ . ..j /1 d ,'!.-.-. 1- ::s: EX. SD MH RIM=49S.97 48" FL (W)=4BB.52 4811 FL (E) =488. 60 1BIt FL ($)=492.43 EX. WW MH r RIM=496.22 2111 FL=483.13 I (PER CrN AS-BU/LTS) ----------4 J/211 G Q. . ::1:: <::) I I I t-- >- U) ~ fi C) t- ~ ~ co I 1-.. 0) to') -- ~ i:: V) B I -j /== -~ ~ ~ :/\ <"J - I, 12" W ~ s: - -241J WW-8:. 10 to MAIN ~ EX. CB RIM=495.86 81t FL (N)=49J.66 __0-- _.___ .._.._ EXISTING ROADSIDE DITCH (TO BE REMOVED) .1"" '~'__. I : --. . ' I / ~ ~ '"'0 2 'ii) ()) ~ I ()) C) -- ~ .~ ~ 1 I ~ .J! 8J~ ~"1- 150 ~@ ii ~~ ~~ ~~ ~(lJ roce :fi CllC13 30:t \ {f.:. .i~ GRAVEL c." DRNEWAY (;. ~'3; TO REMAIN ~ t., ~r- I.J ~X)! CD I: ! i I' ! I I ;- pl~~G: ' ......----------. I ! " i c:) (0' 0) ~ I I j ----,. ! N) EX. 8" CULVERT . J INLET FL=494.79 I~ () I EX. WW MH - RJM=496.J2 81t FL (N)=484.92 8" FL (5)=484.95 / I I -'J . , If' " q~ .' lC)') " ern. I J ':t(r I ~I I 'I I I I EX. 8" CULVERT INLET FL=495.14 TAX MAP J 7-02-33-32, TAX LOTS 6200 & 6300 EX. CB - RIM=496.20 . -21 >I ww- - .:i <1 .\1 EX. WW MH RIM=497.70 STREET ~ . <:r i.1 .(.i- I \-- _ . 1.~_'i:J . ,1:1. . -. .' .<.:", -..::...-..-....\ : ................... "....... ...........-......................" _ <:1 . :'1--. <J . \. '. ~ '. .G . . , .;J I , ,-::B-_ . . ':u: : . A " I -r- . -,~. <J . ..-~ -..... ........................... --.... '"", r-- ---....,.. --. <! 97. (1.. -.. :s: ~ ~............_~~....~...,,"--..... ~ ~ I ....,....- -.--'.--'- -- - ~~ --..._.~~-- .--..-- -~....- EXISnNG WATER METER TO BE ABANDONED - 4 1/2" G- _ _~ r.-- . . _1L. ri- 48" Sf--::- L..\ - ,-:1. ". . . . -<J, /.J ' EXISTING' 6' CONCRETE SIDEWALK. . '<1 __ ..G. II A . v,d "'. ~ <-'-497.0 4' WOOD FENCE TO BE REMOVED 77<---xl-- ~~ 4' WIRE FENCE / TO BE REMOVED L1 '. ,').. .\ :"---'-"-:;1;r ..'\ EXISTING · WATER Meltl? TO BE ABANDONED 17.3' __DRiVEwAY _ TO BE trEMOVEL. - 4 1/2 It G- ,': . ..j /'~-"" if"" "'" \~<o. ./~ _._...._-~_._._---_..._-_...,/ 'o~f;J:' ~ / / I / ( -~ ---"- -..... .......--498.0----- ,..........-- '" ()--..... ...r{0 . -""-<' <"". -......- !0V ~\j ~& ~ ~Q ~ ,.,.......~....""'.,.......,... A: <;) \) .(J--/-'''' ",,,,,.ft~~""" --' <].~ ..' ~~ ")<"0 ._, <.---- \ ..' \ \ ro<t(J~ '\" 5' WOOD FENCE /... I . ." /.' . . . ", " ~.,...\ J .-1 ~. . ~ ......---- {.. . :,' ,1 _ I . .' .... . / .' " " . . . .. . .' ~ ." ':.. . .. : " .. , . . .. ...i..........:"..;.-..1 .;.",...r;,/.... ""':1 . '-.<. . . -'J . CONCRETE <J FOUNDATION ' . . ,j OF FPR.f,ffR .' .,.. .',:... . RESIDENCE, TC' .' ./ BE. REMOVED . . :J~ ~ /"':) ~# \\/ ~ l i, ...1 ~\ ro~ '\" ......~.-......... -------...:--."-7'/\(\ "-.. .." METAL GATE ~' WIRE FENCE r ., ., 1 " ,,' " .. :'J~ ~"f n: ~\ /f;) \~ ~,\V '\~ FIRE HYDRANT \1 4:~~ ..:1 '<].' 4 4. -12" w- -......------ ---.:........ ...-........... - -- EX. WW MH RIM=497.J9 FL (W)=483.26 "2(' WW- . . t.>' - .~ ,".,~ . . d. 6'" CONCRETE SIDEWALK .4 . . _ .' ' i, ..1. .~ ^;\ \\:' \ ~ \~ ~ \ \ )I / ci.. ::r: o R~' ~/- '" B..~":> .' ". '.~ l> .--...- ~ . . .- ~ - -,--. .. .< . ......-1" . . \\ I Q. :r:: o -OHP-r ~ ~ ... - . 2lt' J PAVIfIG . 50' lh;W j" s s; ~[l{] , ~I ~ V') I <"-l ""'" ~B~1 1 :s:: (,Q I EX. so MH - RIM=497.JJ FL=489.9J ~ ~ co <'0 I ~.: . I ....- ~-Ij K <7' <f) ~ I ~~ l'"')ct: ~ I fl 4 4 <1: 1-.7 .:::.1 'I .: I L'). ~I 1- . - ~ L ~~ ~ q)e .... ~ rj . ,j.' . I S: /1 E-tf fI) ~ ~ '0 '.j I I ~i 9 .(fj ti :~ I / .~I n ~ I._.'~' 1. _' ~ -I ~ )1 .1 r....: 0) ~ l~- >- .. ~ ~t:U .1 .....~ ' . -q:: r- t< I ~...--- \ L______...,...-........- ei . yj ~ t; ~Q i!: , fi1~ ~ - I- I- (I) CI) i!: I- -- '; :.- . .' ()) ~. . .~ MAIN 51/126 ,; ASTER ST 1 " ~ t) a: ...\ :r- I- I- - ~ (I) (I) &1 lii il) BLUEBELLE . ~ CAMEWA ST a: \~ -....\ , , ~ I- t; CI) ~ ~ l1) ~ [-~ A ~ ) , ) DAISY ST 3 ~ ~ .LEOTA ST o ) In ~ ,.. -- ~ --- FORSYTHIA DR / t2 BOOTH KEl.LY. f:YERHAEUSER RD - LEGEND .0. FIRE HYDRANT IZl BUS STOP J U-WOAt P-4~}')'c W ~4>O-fo ~PE'~ ~o -211/ WW ~ . VI~' . . -r- _.. ~ - ..__ :::-~ SD ::\-- I . ~.- ':-::496.0=-::'" -~=. <48" ST -- .' -.=' ~. : I~ / .- .~ i7'i..l,-;_b.m.I=496.0 h'.H.-.I~1\ . ~ IT ~. . - - ii.K /~ -,_. -- --1-- -- If . J/ \..."'X G'> . i::16. o. ....-1 I. Cf 0,-. - ')-a- EX:. STORM PIPE \'" ,. FL-494.17 I \ \. " , -{ 2" ST - .~I-.- .~.._.... ... (:Jj ~ -'~'" .-l....-.--J. ,:- (r~j EX. CB ~I 1. -\, \ "~-'''-49fi. . I ~)))) RIM=495.87 + \ \ " /(;0{-'~t 8" FL (5)=494.49 . \ ! I ,t- J :~: ~ ~~:~~~~~ ' \ \~, I :i/1/ ~) \ ;'~~?' tj! (p \~: U 'Q\. \:11 -,) / 1\ '] -7 'V .\ ::?: \ $: '\ / \ ,.! ! 0) \ I ~ 11__. 1 I \' j' \ ~ II' \~; - II \ 0::> \ l66 : ~7~? , I I. :-! ; i i ~ ,. I f,-!" - / ~4 WW- .. ~ j i ~ " l-t. ,. 1--: i . . j- :, I ; i ,~ I; il'_li~., NIt ~ I. · i ~ ' ~l-i.~ 1 fIJ ;1 f .... ~Il{ I to I: ~'1l 1 ' f:jTfif.LVERT --~ .. _ . FL=494.78 ________ >f~l . r ....;.., \ ; I" " "- '-. -- - -- -. -- _, _ .60' . j (__~:.~~~_, I _~_~:- /~....__.._....--.__.__..- 1 I' I G '-"::"-"" "* ........~ , -----___ f<i) ---.............. --'.---'--2411 WW- -- -- --:::-:::-...., - . - ~~ ........................... ..............."............ ""'....... ~....-........49/ .0 ~ '\ ~ '\~ ~~ ~~ '\':\ \~ ~~ "\ "" t~, OVERHEAD POWER UNrS T~ "- BE REMOVED . ~ '" '" "" ~~ "" '" ' :_- , ID < ~/;' ~ '" J/ y:: ..; # "'><X &;' ,,' ~v~ X 3: / X: ReMOVED, c,. ....~.... I~ I " ...;:: ,': . ..1-' ~; .4'WW- ~ -- QXXXX> ~-L-.'.: ~-'A. ~t~ I ^'~ I . Y9-r ---@- f ~ 8D. :-1Jr:_.: ! 19~-; / I~ ~J // "I EX. SDP;MH j RIM:::497.BJ"-.." S l FL=491.20 . VICINITY MAP SITE DATA AST A ST .; ...... (n ~ ~ .... CI) ~ N ~- it ~ ti; ~ It) iE It) II) I SCALE: 1 "=1000' AOOD PLAlN BASED ON FLOOD INSURANCE RA TEMAP NO. 4/039C1I62 F, THIS PROPERTY /8 OUTSIDE THE 100 YEAR FLOOD PLAIN. SOlL 2'YPBS ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOILS ARE AS FOLLOWS: THE SITE IS (/19) SALEM-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. Pf/sog4D PRO'l'BCl'lON AS ILLUSTRA TED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE IS WITHIN ZONE OFCONCENTRA TION (99 YR TOT). lrAfBRCOlJRSBS THERE ARE NO WA TERCOURSES WITHIN /50' OF THIS PROJECT. LEGBIVJJ " " , , '\. ",. '\ " 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 WATER VALVE GAS VALVE FIRE HYDRANT STORMWA TER MANHOLE WASTEWATER MANHOLE CURB INLET '-.i:\~ ",,-A.,,--A"'--"-., /"'.. \\ //.........- ....,. ,,'-' .-'" . . . .' . '. . . . .. ~". \ ....:..:..,.. " "'- \ " . ... I . " . . I I' . ., - ;.' '. ! . .... .. ".' . . . ~ ~ . '. ".... ' EXISnNG .' -' .... .:. . I I. ..... ...(TO :r~"JtOVED}. . .. . I /. " . . .' ". ' ~. "'-:' '.' '. ". .' ~I '. ":. . '.....: : . .:. ;" ',4. '. ..' '.' ." . 'A' '--'''7' 7 .~. . , '. : . . '.. ... '. -. . ---496.0...-.-....._..._._.___..._._.__......__..__..__..__. / .... _.': ..... " ...... - .', '--"-. '/- ~: . '. . "~'.' .' . . -..-'..-.,,~ .. '-.'-- -497.0-.__...___............,_.. "d . "'... .. >-,.--- \ --- EXISTING CONCRETE PAD (TO BE REMOVED) 6' W;~D .~ / FENCE _489.0-_ ..tIL ~ + -II- ( [MID IT] rnJ [EJ t:><j e ;Q @ @ ~ 1..-..... t ,- ' " . ~ .. .....:.,.1 ..~. ~ ". .' ._..... 0, [ ..... ~ .~., . '. . '4 (YVy'~ OHP - -G- . -w- . .ww. . -ST' - ~.----..- ~~ .'., \i!~~,.. ,:"...,,",,,,.- ~ .:-.~ -.,~:: /h-~<~-: 20 GRA VEL CONCRETE BUILDING TO REMAIN OVERHEAD POWER LINE GAS LINE WA TER LINE WASTEWATER SEWER STORMWA TER SEWER EXISTING DECIDUOUS TREE EXISTING CONIFEROUS TREE EX/STING TREE TO BE REMOVED '- j / GRAPHIC SCALE o 10 20 J I 'l'.~G ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 - Fax (541) 687-0625 ~~~~'iJ PROFtJ'J' $~'N~:-a f:Rj ;; #53,8~A.,p S~: li~?dt ORy A.~\:) EXPIRES: DECEMBER 3/, 2010 - /~ ..u ~ C- O ....J ..u > ..u :) ..u ~ - -u ~ ~ -U t/)....J I" .. ~ ....J /'rfJ <L.U$ ~~5 ~~~ -a L.U. .~ c: - /. 7< NL.U....J ~Oc.. .I-J L.U CJ)co_ ~O(J) I- u.J W CO ~ Ck:: '" c tn~ z 0"\ ; -~ <( 0= ~. ,~ U") 0 ~ O"\...J ~ !::! . U") u.. ~ 0($0 ltj:f '" ~ ~ ~ c... ltj CJ) : s_{ :V ~ :-w ASS .:SSM : 'J ~ 0: ~:XS--r-\JG CO '1:) ~~O'JS PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 12/07/2010 C1 @COPVRrCHT 2010 by TBC Architect & P1alloerllnc ~ 2.ofll PQ~.'S~ :::!' (1- ,.., 10 0; t') .:s: o o ('~ ....... \D '- N ..J f:: ;-) C'l U ti, ;: T~ 2- 'ij, Ol to I Ol o ./' ~ :" ~ c: o 0. 5J 3 l/) .~ 0. ~ C w o CD o 0> to I 0> ~ @ 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 ".BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying ~r L_ I !- --- FIRE HYDRANT \ .1 _ _ '41 I.I . </. '"4 4. .'. ':' =<1 d\. /i I - - j-"= -r - -12" W -12" W- . I t -:IJ- _ I , ..1_ --':y I I" . . '-'"l . .:\ -;. ' .' ....;, <j------.-. f L- ..~ ,,1. \, <;1 , .:-~., : 01, ': q 4 '<i 4 ,j 1 ,~ - <! . "'J' ~ .:J _ .j .i\ ..1 ';: :::'\ =' -<,'\ <I' -t::; < /-- EX. WW MH RIM=497.70 EX. WW MH RIM=497.39 FL (W)=48J.26 I $ EX. SD MH RIM=495.97 48" FL (W)=488.52 48" FL (E)=488.60 18" FL (5)=492.43 (!) ~ --- -2411 WW--O:: ~ <c - 2 II! WW $: :s: MAIN STREET ~ t":) I , 1'<) ~ ._..9;.. b to -.,." -~- -.-----" -._~ _.._w'__ .__....h_.- -~- .---.... .--........-24" WW- ..__ . .. .....,..... ~ ......~......_- ----- --=- -'..,.-~- ......:....~.-.. ...... EX. WW MH I RIM=496.22 21" FL=48J. 1 J (PER CITY AS-BU/LTS) --.--- ,4 1/2 11 G EX. CB RIM=496.20 EX. CS RIM=495.86 8ft Fl.. (N)=49J.66 .... " ..4 ~ ..: '. '..::' .:. (J)' ". . ~ . ~ ,~."'t. 4 1/2" G- @ (E) -48'" ST ^ . ~l' .- ~~~T~~~;;~ ,.. ~ -BAS/~ !"~6~~, ~~\ _' 4,;..~~V5 c.' ,..:'! G!~ ,,-:) .'. <: ~ .4~i - ) .- . . '0\ . ~ RfM=496.90 ,fJi\ .'." . FL =495. 10 \....!..!./ .CE). &-- . ~ ~j t I - - -2111 WW .......... 48'" ST- .-=",,:., ,." :-:- -J- :-:- ' PL - :-:: . .. . <1 Ll " . . l1 . . EXISTING' 6.' CONCRETE $IDEWAU<. . . . <1. .4 - . - <1' . P ~. Ju}' . Q, I 'I' .. _ _. (-~~.., "_,_' '. . /1 . t::=='1 --------~----------T--- ~l . 0 8D\-- :=::~:,i' ;;:.:;::'~ ;'7.-:::.:; :,;.:':;':= ::::.::: K ~ l.;,_ __ _1= \ \.' \t,~ I " ; I \ /~'l t' ST" -1-. ---. EX. CB ~ ", 1.4- : i RIM=495.87 ~ .f'i2'Rl -4.96.00 } Bit FL (S)=494.49 \..!.V n=49J. .00 /' 12" FL (E)=49J.42 ~:.. _ 18- FL (N)=492.57 t ;.... '<0 \ I ~ , :.~-- / .,/ .it.. -c- -. -. . . t;!: (1) FL=494.85 '" FL=494.00 @ BUS, .l <I' I s <.0 I . - - EX. SD MH RIM=497.33 FL=489.93 / ~./ 'J . EX. SD MH 3: J . RIM=497.83 $ S: FL=491.20 .NF/L TRATlOf\ BASIN A . ,.: FL~492.65 0 & (is) ~ ;. r ~GT ~ ~,4 ~ I; ( 7 FL=494.00@ o;~l?::~H @~~::~~~: .l~ I I .:} ~ :. ~: I to ~ j ~. ;,. . . "I.' ... . (@) ~~::~~~~o \ "0 : 1 ' ~" "" ~". I. 14,; ST" ..' ". ... ...' . '. 4 [I &-C l PI 1 ~l ~ 8 ,\:4~'" ~,~ DJ/4' ~~l: "'~-'~~'.'~.',,-:.-".4'~;""~'-''''<;':~''<4'''-~'~'''':~;':,,~".: .:~~.,.., :,:'" L" "A. . ~~,.. 4 l " A .. . .' _ , EL , I . , .' '. ""-' . . ':J' '......"...,.. '.. 5 ,,- . .. .,"" of . " " ::t:: ~t~~'~r ')/"_'..'J"W ~C:'d'.:'.::":''': ~~:cr: }~/;. ':-':':;:';':'~' .' -h=491.50 ~,j. )~~tn...... :)'~~".':'-:.":.:>.:...'~_'I~'~~~O~ ~~:;j~~@ / rf2\- RIM=195.50. _ . . ". 14 5 , / '--V _ , ' . LL:' . ~FL=49J.50 I;~"" " 4" WW //~) ~ (J ~'- /j; , I; ~".~. 16 rli ~1J R/M=497.20 ~ ~ -6" ST', ~/ ,":~:>... ,J 8"ST7:- ./ ' . ~~'~>r~'8"S~ ;;~:.. .i./I: -.L_ ,(1).. '.:' !A ~.' "".~ :.: A"'~" 14 \..!.V ~ ~ ~ ./...., . '. t\ ~~ 6 ~ ~ . t.. "4, r " -,..,~ ~ FL=495.20.,. .~- .,. ~'., ,.~\ ~',:t ,,'~'. "_ ~~ :'4~"'-X""~""'~'-"'''~'''':;'~'''4 ~ ....4~ . .'~"~~" 'm" ,; (> fA e-.(.QI ,..... ; ':"., .:' ~. ~., . d...." . .' . .' '. . ... .. <I, i '. . . . '.' ; .... - '1. . <l, '. . ,'. '. .. \, " ,.,.. / - . .' '., ' '. ." ," ." ' . . . .... . .. . <l '4 .. . '.' ., of' . .. .... ' '. -. "4 ~.yVf. - t/J . . L 'W ""'r__ . & " . 'iE' STOR (2) I 8EDROOM ';; .'" (31 I BEDROOM. _./ 7': - . -w; 1 ' ;, ,~ ?:lirfJLVERT --=-i--- .. ~~'~;"'~ :;kj';)y;.,5'~~\lIAi.i<<"."'..>~./'~:~;';~:'.~ 0 FLATS ABOVE CD 6 8" ".. ~ FLATSA80VE: 6 0FL-489;t,/ ./..~. ^' ~ . I FL=494.78 I ~:-rl': . :.' . . " .., ' "~.4..:.~- // FL=4J5.45 (:.i) /:", ~\ I FL=4H45 .(~) CB FL=489:l: / <0 ~ 16 '!:: "tS. . ~ , I~ K QJ -:;; ~ / :\ ' I: ...... -..r ,'+"" ~ ~. '. ,. .-J. ''t'............. - "-.,' .' ~. ' - ~. ~'V ,a~! ' '~RIM=195.50: ::.,. '-\ ~/'/u:......., '~".."":~'...2 .". ".:' . ~/>; .~. ...'. .' J '0 : .f . :.;4 ."." <1 .' :'~'. :~'. .:I-.....~. : ....:..:~" :'6":: ./>. " .JJ......., .:' ':. " ....;:.4... .~ :'.. ..:: ~'.., : 4:~' 4''': ..11..... . ':. li '. :.;. . ''':.' "\. ....~...~~ '" ~ '\.J.!:./FL-49350 '- ~'''d-7''';,:', "., '.,' ,.....~' A."c:T,.....B..SJDBfAt.J<.... .:'. I....._..:,.._~... ...,....... .'. .& ....~; 6"ST" ",..:'",'. ....., '. ..~ "'''~'J ...... ......:\.,:"., I ." 't1. .... \ -. '60'~1W .--...---... _ ~/ . ~ t....... - ....~. -'. ......"". .. J4....~ 01 ..' . ( ..;"..... f.~...:. " ~ :-:.: . ".. ti I ' ,.:.;..' ~.', ...... ....:4:...:'. '.' .... .~, ,,~. ..'\.;....; '1: ':'. I,. RIM=497.50@ :~I ~ ~ JO.L . -. . . . '... .. . ,.oil ," . . .' 4. ~'<i' '" ~ lUl '., ~ " t 17 (.) ~ / .L ~ ". . .... J.- ' " J.- " ,'. t% "4 '. .. . I" . :,'" -;'- I ." ":11 ~ .' GRAVEL ....... .. .' . . . V> ~ V).. .. . . . . : .' . " . . .. .... . .... l.l) _ EX. 8" CULVERT . J" ,; J- DRIVEWAY I" ~' .J>' ,; ,<,'.:: ,. ,:) / \\ - p;SJ;,G - . ti INLET ~ ~ ; V) TO REMAIN / " '. " ;"', ' '. .. )...' f'1i'> RIM=497.~ rf7'.RIM"'411 7. 50 6 '0' ~" FL"'494.79 I ~ : co 'f @RlMl497.25@RIM=417.50 6 l@.~~., .: I 12~~~OM (~~60M 121 ~ S:O~~OM eL50' t/W ~ ' J J () -..~' fo~f\)":, ''':tl~'' FLATS FLATS FLATS 6 cx). '1 2()' --: -<.v FL=494.00 ~9 .' 1 PAVI-IG J : EX. 8" CULVERT ' \..!!.../ INLET 2 STORY 2 STORY 2 STORY 2 STORY R/M=4 ~ 7.25 .f'i7\ FL=495.14 ~o~~~~~~~ $o~~~~~~ $o~~~~~~ $o=~~~~ ~ .... ~.: .~. '.: ~ '~.~A~~,;: ,(..~~.Tip' '~ ~ l~ ~ I~ I ~ ~ co I e" ST. 0FL=495.50 4 . .. t l- V) ..: .' ~. '.' ~..,:; ..:' '.~ . -::~~3:.. RETAIL BUiLDING AREA +/- 3.000 SF I- U)..1 J.. i U) f: ~ ~ r- ~." . - . - . .'41 i . 1) ...... ,',,&;. . . '. .' . . "! . .... ,,' ('\1 J A.. " '4 FL=492.JO CD CD t1ii'R/M=497.00 ~ FL=495.00 ,. / / .' fI! [0 ",.,' , ~-J ~ II ~ FL=49J.OO ).. , ~ ~~ -.1 -Q:: .r~1 <D EX. WW MH RIM=496.J2 8" F1.. (N)=484.92 8" fL (5)=484.95 . ---- ~ ~ / ,. / ~ /. .0/1 C,6VERED' ,4'..P~TtO I~ . . A. ' 4.... . ':. ~.. .., <0 . ;;.... '.COVERED "4 .: . ..;. . .PATIO -.<1" .,.~ ." . . ." .. I 'j..... .... .. '. 5' WOOD . FENCE @RiM;497.25 51 WIRE. fENCE i ~ . in m 1.0 i .~ C ro a.. jB ~ Q) In 'C e- ~ c w @E 0& fB~ ...-@ ~o 0)..... 8?a ~- . . to N C) ,. (.) ~~ ro c C. 0>0 .~ "0 ::>- ~ ~ ro Ow 1';1 I 6' WOOD FENCE h. ;:U) I "'I ..-.. 0- FL=496.40 @RIM=497.25 R/M=497.25 @ ;'J~ ':Jy n: ~\ /~ ,~ ,~ ,\v '\~ I FL=495.20 CD J I f , fQnyf\) '\" TAX MAP 17-02-33-32, TAX LOTS 6200 & 6300 <: <:'0 I ~' <!. _, ..tot ~~ !t'i~ t<j(t: F I .(1 - I . <J: ~, t .~ .: IFl.=491.8.:1:f'J'\ ~ \..:!-/ L 4 -~t~ '~~ CONSTRUCTION NOTES: (j) SPRINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECT/ON TO EX/STING MAINLINE. @ SUB TO INSTALL 4" WATER LINE FOR FIRE SUPPRESS/ON AND DOMESTIC WATER USE. CD CONNECT TO EXISTING WASTEWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXIST/NG WASTEWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. (]) CONNECT TO EXISTING STORMWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER SHOWN APPROXIMATE. FIELD VERIFY LOCATION. SIZE AND DEPTH. (]) FURNISH AND INSTALL 31) WASTEWATER. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. (1) FURNISH AND INSTALL 411 WASTEWATER PIPE OR MATCH EXISTING PIPE BEDDING AND BACKFILL. PER TRENCH DETAIL 5, SHEET C4. o 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 8" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. o FURNISH AND INSTALL CLEANOUT, PER DETAIL 11, SHEET 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 J, SHEET C4. DIRECT OUTLET PIPE TO INFILTRATION BASIN. @ FURNISH AND INSTALL DITCH INLET, PER DETAIL 10. SHEET C4. @ PROPOSED CURB INLET. PER CITY OF SPRINGFIELD STANDARD DETAIL #4-21. TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. @ PROPOSED DITCH INLET 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 ~" 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 MtltR LOCATION. COORDINATE WATER SERVICE AND METER SIZE WITH S.U.B. @ FURNISH AND INSTALL BACK FLOW PREVENTER UTILITY 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 SPECIFICATIONS. 4JJ STORMDRAIN CONNECTION TYP. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 1, SHEET C5. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 2, SHEET C5. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 3, SHEET C5. @ PROPOSED 12" STORM WATER PIPE, TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLANS. @ PROPOSED STORM PIPE TO GO THROUGH RETAINING WALL AND OUTFALL TO INFILTRATION BASIN. PLACE CLASS 50 RIP RAP AT OUTFALL. @ PROPOSED 150 WAIT HPS STRttl LIGHT AT 30' MOUNTING HEIGHT TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLAN. @ EXISTING UTILITY POLE TO BE RELOCATED OUT OF DRIVEWAY APPROACH. LEGEND EXISTING PROPOSED [iJ BFV~ G ) WATER METER BACKFLOW PREVENTER WASTEWA TER AREA DRAIN CLEANOUT DOUBLE CHAMBER CA TCH BASIN DITCH INLET (ODOr TYPE D) SfNGLE CHAMBER CA TCH BASIN LANDSCAPE AREA DRAIN CURB INLET WA TER LINE WATER LINE WASTEWATER SEWER STORMWA TER SEWER . ; t ~ ! PROPERTY LINE FENCE EDGE OF ASPHAL T CURB CONTOUR LINE EASEMENT S16N LIGHT POLE WITH ARM POWER POLE GUY WIRE MAILBOX TELEPHONE RISER WATER METER ELECTRIC BOX WATER VALVE GAS VALVE FIRE HYDRANT MANHOLE MANHOLE CURB INLET GRA VEL CONCRETE BUILDING TO REMAIN OVERHEAD POWER LINE GAS LINE WA TER LINE WASTEWATER SEWER STORMWATER SEWER , , ... \. ... " \. ...- _489.0-- HJ --- liD . :ex + -II- ( II QJ .w FL' WW ST IMm rn [RI lIJ l><1 e ~ @ ~ gg .- ,".- ~ I:. . "" ",:.::. :":, I .. ~ II-J . '. . .", (YVY'i . OHP -G- . -w- .ww. - 'ST- -- .--~---"_!-- '. ,,- f" ~.. J EXISTING DECIDUOUS TREE GRAPHIC SCALE o 10 20 I I I 20 A'f'O ......'" .I.'f'" ^~.u___> "",__~ .....~~o/ \\.~~. EX/ST/NG CONIFEROUS TREE TBG ARCHITECTS & - PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~~~tS) PROFtSJ' ~ ",G\NE~ ~ J/v NJ G> EG:;dOQ:; ?'>A'\ V'ul. r \)~' .~~ \ ..C' 9. 'l. \J~' ORy A.V' EXPIRES: DECEMBER 3/, 2010 - " . - /..: ..u ~ 0... o .....J ..u > ~ :J ..u ~ -- ..LJ ..u ~ '-u t./")....J l" ,,,', > ....J /'CJ) <L.U$ ~~~ 0<1~~ -a~L. c:. .., <( N/ tnL.U.....J .00.. -I--J L.U CJ)CO_ ~OVi f- l..U UJ CO. ~~. r- ~ ~ c..n i'.. ~ Zen _~c <Oc ~ "' UjO ~ -J. ~ LoU. L.f') u... ~ c(j LJ ~ L.f') ~ ~ ~~; ~ c... ~ Uj V) 5 C-,-: ~:V:=-W L--- :_. ~ Y ~:l:_A' PROJECT # DRAWN CHECKED ~ DATE 09-159 ARS GAM 12/07/2010 SHEET l 2010 C2 @COPVRlGHT 2010 by TBG Architect & Planmm/lnc :3 of II paeC~~.~'-_....,._._._..,._.._._~.,.., ~ 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.BranchEngineering.com Civil · Structures · Transportation · Geotechnical · Surveying FIRE HYDRANT _8~1 . - -- I =~~-=~' 1~ I 1- = ___.._:1 ~\. <,J' I . . 1_ -:-- <T 1--.-. --. . --- I . - - , I - - . .__ <1 <7' ~ . d . ,f . . / ~'rJ . . _ . 1. 1: . ~ __ t _._ .-:A.. ':7 . ~\; ..........:......-...." \....~ "-.'''- ~"...........- .....~"- .........." ---..'-...., ..-"....-..~......~......... /.........,..'.....::19)' ". . o..~_....__..__..-........ ---..............""'- -,..~............ ------.....--. .-..... ~ ~ -............................ .............. .........19/ .0 ------ ----~, I , -::IJ- _ .. . ~ . " ...:.:.::.. '11 . . ~. ;', I. _ _, \_-- -:1" <I a <) <d <1 . d . 4 '</.' 4 .4 'j : . <.I \...., . . '. <i ./l /~ .i:1 /1\ <). EX. WW MH RIM=497.70 EX. WW MH . R/M=497.J9 FL (W)=48J.26 EX. SO MH RlM=495.97 48" FL (W)=488.52 48" FL (E)=48B.60 18" FL (5)=492.43 MAIN STREET ~ ~ ~-cr <0 CO -~ ~ EX. SD MH - RIM=497.J3 FL=489.93 EX. WW MH r RIM,,=496.22 21 FL=48J.1 J I (PER CITY AS-BUlLTS) EX. CB RIM=495.86 810 FL (N)=49J.66 EX. CB RIM=496.20 ~@ ~ n. 0 \n ,;) ~. 0 0 01 ...... (0 '- f'l ci ~ <( rr. si l') r-") . ti) en u LO 0; ~ ;t '0 .~ (l> '5 ~V) ~ 01 C If) (Q a.. I 2 m ~ 0 /" g:: 3: a, .~ f OJ 'E c w 0 ge 0. ~! O~ 'ill m~ /" ......(9) III mo Q} 9..- .~ 8~ e- llJ S::I - ,. to C N C) ld Qi. (,) OJ 0 EO ro (U c C 0 =0 ()l .~ -g ~ e ~ , OC/) (Jl 0 TC~9a83 TC~9lU .C~9l40 r--'.- = = = '-- 8DrO---------" ... . _= . , .. _. ' .. _ n. -,,--'. _ _ . .GL'496~33\ .. _ cp __. /GL'4~.61. . CD MATCH /" ,,/ . L I, 1~ 4 <1.... " . <J '. ~1 '-<1. ... CttJ97.u:J ~: L." ___-..-....' .....1 '7 //".'ts--;/--. -""7-0-'" - ..'" : 1.1 ... . <--1 .,~ ...,; ,---.......-.-..-...----..-..-......- 496.0' -.-_. ~...-_/\.<I\ " <I' EXISnNG ~4 CONCRETE $IOEWALK - .' .2:i,.' ,'1..' . UA..T~! ~.-:-~- ;:-:.: ~ :~[ti:!. 1\ ~~.\~~~:. ..---...... r-- ,.,. ----..-4.9. . . .' .' i'l. 6" CONGRfTf SIDEWALK .,d . . .' ~. - - - . I . ... '. ' .,1 I A t __ ,\ ..----.~. I " " 1;1:.(:11:. \ ;.1,~;\ . r1 <:." . . . . .d '1 ' , . . 0.... .~............. f .. .. .. . . . .. . .. ",.. .. ., ~...... . . . .. ... -:. ,-... , '-... /. · ...... ..! "I . <'t: 1/-"':~ l, /. .;.4, ....... r'" _:,-.: + .. .. .. '4' .. ... .. ... .. .. .. ... . .. 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CD CONSTRUCT CURB ENDING TRANSITION FROM 61' EXPOSURE TO 0" EXPOSURE OVER 12': PER DETAIL 4A, SHT C4. o CONSTRUCT 12" WIDE CURB OPENING WITH 2'X2' RIP RAP PAD. (1) CONSTRUCT RAISED CONCRcJt CROSSWALK PER DETAIL 4 SHEET C5. CD CONSTRUCT COMMERCIAL DRIVEWAY APPROACH WITH CURBSIDE SIDEWALK PER CITY OF SPRINGFIELD DETAIL #3-22. (1) CONSTRUCT ADA RAMP, PER DETAIL 12 OR 13, SHEET C4. o CONSTRUCT DRIVEWAY APPROACH PER ODOT SPECIFICATIONS AND DETAILS. @> CONSTRUCT 2' WIDE CONCRcl c' VALLEY GUTTER PER DETAIL 5, SHEET C5. @ CONSTRUCT CONCRETE SIDEWALK. PER CITY OF SPRINGFIELD. @ PROPOSED STREET IMPROVEMENT TO BE DESIGNED AND CONSTRUCTED UNDER PUBLIC IMPROVEMENT PLAN. @ GRADE TO DRAIN TO LANDSCAPE AREA DRAINS. SITE DATA CUT AND FlU CUT: 600 CY 2 FILL: 200 CY 2. LEGEND EXISTING x ",'-....", _489,0_ -L ~ . --- ( lMID rn [RJ II] 1><1 e ~ @ @ t::=j L -. .. .=:.>~.:, :.:..~ ~ I .. '~. '. .4..11 (YVv"t OHP -- -6- -w- 'WW' 'ST- . PROPOSED ..Lii~ 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 WATER VALVE GAS VALVE FIRE HYDRANT MANHOLE MANHOLE CURB INLET GRA VEL CONCRETE BUILDING TO REMAIN OVERHEAD POWER LINE GAS LINE WA TER LINE WASTEWA TER SEWER STORMWATER SEWER --- CURB 431.30 " PROPOSED SPOT ELEV A TfON AC C TC GL TOP OF ASPHAL T TOP OF CONCRETE TOP OF CURB GUTTER LINE DRAINAGE FLOW ARROW EXISTING DECIDUOUS TREE j 1 EXISTING CONIFEROUS TREE 20 GRAPHIC SCALE o 10 20 ( IN FEET ) 40 TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 oj EXPIRES: DECEMBER 3/, 2010 - /. ..u ~ ~ o -J -U > ~..u ~ o-U ~ -- ~ ..u ~ -U t/")....J " ., , ....J ~r.J)> <(-LJ> ~~~ o<S~~ -C L.U " c:: - L. N/<( LtjL.U....J .0eL .I-J L.U (f}CC_ ~ LtjO(f5 }- UJ u..J 00 ' ~~. ~~ CJ} ~ - (j) . ~~ <0' ~ ,= Uj 0 ~ 0"'\ ~ . ~ ....... : Uj u... o(j lJ ~ Z~ Uj - ~ ~~ ~ c... Uj V). 5-: ~~:V ~:w G"~J~~G A'JD ~ .~AV~G :> _A ~ ~ I I IIII~ PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 12/07/2010 C3 7 '-f of II paC'~s = l @COPVRICHT 2010 by TOC Architect & Plannel!/lnc SET RIM FLUSH TO FINISHED GRADE PROVIDE 1 1/2" DEEP;; 411 THiCK PC ~~N~~g~ ~~~T -- CONCRETE .SiDEWALK CONSTRUCT .ftmT WITHIN WITH BROOM FINISH 16 HOURS OF POUR I 12"} 314".(0} CRUSHED ROC~ - ,,-:.'X:. ;::: :~':'::':'~'::~:'.':./:>' ';,:' COMPACTED AT 9/1 RELA TIVE COMPACTION MOD/FlED PROCTOR . Q ~ ....... Q.) 0 or&! 01'"4 z :.t:1 0') O C) 0 ::Stn ~ ~ ~ ~~~t: '1'"4 ~ 0 It) 1'1' tU) C\1 ~ 4>, ........ Q) J:..t Q) ......... ~ c::> ..... at..).. ..... Q.)oS- ..... ..... C) c:o':) ~<r.)aJo r:I) ..qc 00 e ] aj o C,) o <l) . ~ bOo ~ 4> .... t-' ~ . Q) ~ Q) Q S=:t1 .... cD b.O'f ~ 0 ~ ~ Co) Cd ~tt: ~ . ~ 0) JoIIIC a.> . ,.. t =' r: ~ r: e ...., 00 . ~ .... t.,) WITHIN OUTSIDE - UNDISTURBED PA VED AREA PA VED AREA SOIL ....... ..... _________________u__ JJ_l--111 "z~~~,i~~:~/~'y,""", --"..~.~..~=-:.=---:-~-.-..--,--.~,--. ~~0'~><<~< 2~'0'Y PAVl^'~ \->....;.>..,..::~:.'::.;.>. -....- -- ~%%%j$-~~ 0<:" STRUCT'vU~~t:' .: ::"\.,: ""~' ::,~,':'::<:'.~'. ~/;/~~0v/, / If " m:. <.:';,::.., "_'~\~ :.~';:~~ --." --- _ /}..' ~ ~ t ~o:"oo6~:'..~.':a_ ~--- COMPACTED .-J IE" :. NA TIVE i ffi y"--1? ;?ii~JQ ;/ - BACKFILL h- COMPACTED 3/4.-0~~~.;~~J _ ~~. .,_.- '1.1' I ~~ CRUSHED ROCK ~ -. --.. t , ~. ')l6:f6~ll>& Y}~ )~'~J;l?;f ]Q:~ 3' MIN. ~W~' )~~ L BEDDING ;ly,tbPlJ -.; ~~gc I ~)t(:P_ lJ~-';; = ~. 6. MIN. , ~~_ :~'f~ "V/,\/ ;(./XA~</ PROVIDE TRACER WIRE ~~>>~>:Y>> */~.: AS REQUIRED PER //Z~L'/( <<-Z~.:(<</ LOCAL CODE. " ", ,,"'-/"-. ,'\::-.." " , '" " . 6- MIN. PIPE SIZE AND TYPE - ..... PER PLANS UNDISTURBED SU8GRADE ~ STRAIGHT CURB SECTION CLASS f'e' 3.500 PSI CONCRETE. \ MINIMUM SJDEW_A LK OR \ TOP SOIL I _ ...,,;. J ; /. U . <4' i I i'. ! I I!! I' ' i ill I ~ 6 . .: , ~,.! I l! I II '\ ..!f' Ill'!! 1. 'bCtl .: ~~. ~.f-J/tJ~/~~~%%~ oJ)) : ~ ~~,,~'\:V~'z<<~~ ~~i~~~~~~~~~~~~~ <<<~ ~<<" ,~R!~ ~~(~~~~,,/<:;,<~ ~~; ~~~~~'-F/~/~;;2P ~~~~~~~~~? ~~~~~~,~~~Y SITE PAVING (SLOPE TO DRAIN PER GRADING & PAVING PLAN) SUB-GRADE COMPACTED CRUSHED ROCK 4" OF J/8" DENSE r LEVEL 2 HMAC PAVING (COMPACT TO 91% RELATIVE COMPACnON RICE) ~ NOTE: AT CONTRACTOR'S OPT/ON. MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRi!NCH. CONTRACTOR SHALL VERIFY AND COMPL Y WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREA TER. ... b.t) ~ . ..... ~ Q) Q) d · ...-4 b..V . ~. r.:r:1 ...c: C) ~ cd ~ ~ z:... ..... ~ Q) $:I o ~ to~ rn a.> ,.. <r.) ~bo(O ~ tIJ - 0 "'a 1 ~ =S rw ~ &~~..... ~ ~~- as ...... Q.}C ;g =;;~-- COMPACT 3/411-0 BACKFILL IN 8" UFTS AROUND CATCH BASIN rHEAW DUTY BICYCLE-PROOF GRATE ~ 6" -- 10 L L~ t: :~ ~~ COMPACTED SUBGRADE AS PER GEO-TECHNlCAL OBSERVA TION L . ~:-:'{// j~(>;(</ <~/>~/. /;( //</,,/ (<:/;i:'(/_ / ' <~ " '" V "-... '\.: ~ "\.. V'" '\. /",,\ '.('! ...... V,,"" '( ~ " "\: ~ "\.. '\ <'........ "- , "'\/,/~'Y/>)/>"'-/>>)//>>>)Y)'\''\/ ~ "\.../''- . "'12" 3/4"-(0) CRUSHED ROCK, COMPACTED AT 95% RELATIVE COMPACTION MOD/flED PROCTOR COMPACTED SUBGRADE AS PER GEOTECHNICAL OBSERVATION. t;:\ SIDlfiWALK tslfiCTION \::..J SCALE' N. 1.8. I, .~ I J" MINIMUM COMPACTED 3/4"-0 CRUSHED ROCK BEDDING "GIBSON STEEL" OR 'lYNCH" M:t'f[AflfcRJ~Ak9N G~4'fftt.fj:4LT DIPPED * UNLESS OTHERWISE NOTED ON PLANS 0) o ~'~~8~NG SECTION · Q CURB ENDING v:.y SCALE' No 7:.& 'f5\ Tl' JlICAL TRENCH DETAIL , tJ) SCALE' N. T.8. VERTICAL CURB DETAIL SCALE' No 7:.B. o ~l{~ CHAMBER CATCH BASIN - RIM TO INV, /.2' NOTE NON STANDARD RIM TO INVERT DIMENSION USE AASHTO M-248. TYPE N, ALKYD-RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNESS OF /5 MILS iOAMM) / WHERE SHOWN ON PLAN 5>' // CURB ~ ~ <!> <\1._ ~~..~';..w;:::;:,~';.~.;,:',:.;:::.':::,:'::::;~ t::,w:.~..~'::.,.:.'.,'~..'.'::::::"..':;::.,;::J SZ ~ 0:: ~ ~ ~ o t- o:: (j <:{ <:( ~ ~ ~ 0 CI) (j b b .1 .1 ex) (!> - - 811 ROUND GRA TE 0.411 --- , '" D.2" 0.9" -I T .... ~ 4" THICK CONCREr.) SLAB OR PA VERS .. ./.' ; "fI. .t;.. '[>> t> . OIL R~Mg~~~~~~ /~~XikE-PROOFLOCKABLE COVER FIL TRA TION SYSTEM / ~ ~ d: ~ ;'. :.." = ~I ~ = D //'/: ~ ".4'J'.~; ~<3' I'~ '.,;: . .,; :' " . - " '~~:'~ > ",,:~ 6" PIPE ~ZV>~~~^'" ~.,~, ~ ,~. ';'~."':':"':_~(SEE PLAN) , >;%<~ / " .'. t') / '.', " .. '~.. , ,'J .,' -~~0~ -:'. i "',' _, ',~~>4.~,_~ ~~~ " ;, .------ ~ ~ ..~ ...~.~~'- "FERNCO" ~_ /~~<0'" 24'" ~ ~;~/)~/K~ HUBBLESS >>;/>Y~'., - r .' - '. i----.:. ."~~ ~. CONNECTOR ~~~/~. ',- <1' ,'4'''''-:.._4'' .. '..-~"{'!.-.- :v....: ~/~, ;.( " ~~~y<<<///>...<)<~//"/<(/A/<<: "~'~~~/2", 6" SQ. GREASE %~~~~~~->:>>2)0>"~'0%'~>?>~~'0 TRAP WITH HINGED /;, ~';(//,,~'\<<~<<<y~</~.////~ //,,//, ' / /, // //. /./' CLEANOUT LID \ "GIBSON STEEL" OR ilL YNCH" UNDISTURBED SOIL OR 3" MINIMUM MANUFACTURED 10 go. STeEL CATCH ENGINEERED FILL BEDDING BASIN 24"x24"x36"D SIGN~ I CONCRETE 'WHEEL STOP TYPICAL 3" SEWER AND DRAIN RISER PJPE / r-- 0.9" ..... [> 1> :' t. , 6 ' t> ~A 6, !> , . ~ .,.... PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND fiNE UNDER ORS 811.615 Gf_O" TYPICAL - '-411 STR1PU TYPICAL l' 3" TO 3" SEWER ~ AND DRAIN REDUCER ~ 9 t G" SEWER AND DRAIN PIPE 114" BEND SEWER AND DRAIN ELBOW - SEWER AND DRAIN P- TRAP TRUNCA TED DOME DETAIL ~ - 2' TYP. rs-- .. ,- "' ~ 3' TRAP ~ PRIMER FITTING ~ 1.6t.. _ ~A ~'@ @ @~ .. <-."~ @ @ @ ~ lsA '" ~@@@~~~ o a:: ,~@@@@~~ /' RAMP WIDTH , ...... ..... COLOR: VAR. ~ SAFETY YELLOW' CURB en ~ o VAN ACCESSIBLE ..... .... J \ .. .of .", WHEELCHAIR USER ONLY ,- '- S/GNAGE AT HEAD OF EACH SPACE. MOUNT BOTTOM OF SIGNS AT 84" ~/- 3" ABOVE PAVEMENT AT EYE-LEVEL. c ... 8' 9' ~ PAVEMENT STENCIL WHITE. BLUE BACKGROUND AND BLUE- PAINTED CURB OPTIONAL 8'-0" gf-O" COMPACTED CRUSHED ROCK COMPACT SPACE STANDARD SPACE ROUfI> GIlA TE WITH SEWER AND DRAIN ELBOW RAMP TEXTURE PATTERN DETAIL 1(;\ DOUBLE CHAMBER CATCH BASIN ~ \..:::,) BCALEr No T.8. f7\ DISABLED PARB.JlvG SPACE DETAIL \.:J SCALE. MT.8. fij\ PARl{]NG SPACE DETAIL \V SCALE. No T.B. . t;\ ROUND AREA DRAIN DETAIL \:./ SCALE' N.. 7:8. . @ TRUNCATED DOME SCALE, II. T.8. . SIZE PER PLAN \ b FLt (SEE PLANS) ~ ~ ~ ~\~ ~. "...~"~",. ~, J- -- I )'< L __._~__ / ,.-", I \ \ / '--' CI) ffi ~ o. {.J(O " "tN) 7 o ,p ! FRAME PLAN Slope 2% max. Slope 8.33% max. 1-- 2' 4-3/4' 314- -1! t ~ G~6T0~ <\ - <l, .",. ~ . .' ~..,..':I.<l,...,........1 ~"<l, ~ . ..-'.~.. ."'.: ..'~ ~. .~, SECTION A-A - GUTTER _51 MAJ(. ~ ~"14. 4 .\~: ,4. '.'-:il (TYP.) - ,<r:-:~' ,:' .~. SECTION A-A v v -'r RIMI I SEE PLANS - ,112- X 2-/12' SQ.- EDGE FLA T BARS 51 MAX - . (TYp,) C'AST I~ON FRAME AA'D RISER 0.0. Fl'NISH'~D cOVER"~ ADJUST TOP TO ~PL~ 1/2"!IN. !GRADEf;.l MATCH FINISHED 2" MIN. GRADE --...---.--..'."-....-+------...t --.........--.......----......-..---...... & =- . - -- - - -.. - . - - - - .-:-:--:..:' r-.----'r--r--... '.-:-: - -. -.. ".::'-;'.. '... ...-.... - - -- . .. - ~;~~! ~l~:~t~ fI~r; ~ ~~";~.~.~ &.~~~~;~lt:l?~:~~~:~l ~ ~ ~" -\~;?5.~_~~.~~,c:~,,! : t ::,,:..;...,tf-.:?''kMj)-, ;. PROVIDE 1/4" CLfARANC:~~~:~( ;(lfii!9~J-. t BETWEEN CONCREfE PAD #4 HOOP AND RISER PIPE. 41' CENTERED IN ~ ---- M/N COMMERCIAL GRADE - - . - CONCRElE PAD (WITHIN TRAmC AREAS ONLY) ,",. .. , ~:. .. ......... ~ I' to <\J ;.:~:. .. <~ ~~;. . of ". ".." .. ::;':X . ~ ':!';' . ..~., .:, '" ....i.: ". .... : ,. : : ~ '. + '. : : :.; : ~. \.::~:;\../;.::<..:~~.)i~~;~ <.0 -, _ 6' l- 24' . ! 6.-- GUTTER NO LIP GUTTER NO LIP .. m 3- X2-112' X3/8- / ANGLE , 911 SECTION A-A - --WITH MONOLITHIC CURB & SIDEWALK N ,... 9U SECTION A-A - -WITH MONOLITHIC CURB & SIDEWALK tz ~ ito ~16' _T f ~ () 2' 3' .... 2' 3-3/8' -- 6' ~~ MECHANICAL PLUG 36' SECT/ON A - A ,;y I' ,~~ f)<""'YUt.J\ J' COMoACTcD 3~ /411 0 r.:.F)r:..r'j .~ ; ;r")::(>'fL-1F"-j r r\ II:;: '/ ' - \, )';2:rcybr)(::: ~ \\ at-e:'(5b()~:S CRUSH'cD ROCK j;l"" ":"""\"::(.~C..Z'~,,~...)t \. \ :"'j/ '(-""''''B'?-;~'''J.\ Co, 1': :k. 1"'----. .. \ -- -...f ,,-,~.. - r)"~.,J "~i~? .\;"'c.. J'~~\'" \ ~ . ~f<:.-;o""~....--,c . " .. 'v, ...,._\.~\.~J_.,\" ,.~' ~\''''\.~ --vi::;/--" ..)",.//,,~fj...":J..l:;'" ". p'::'C ~\' :~ .:....p-(.J>-()X c'"'<6(~ ,.l;6,.{." -'r\..;f\(-\~~ ~ .)H"\c;(.)r::'::; >l~,.;(,.t~{; -~?;,'(':1';;~'~!75;--"~ \ ~ ~,)f:;:tJtt7~ \~~(5' :bf~",b'(:.I).~~ -~.;t)C \. ~ c~ ~Y''''6]~(''::J -1,'\'''- "-"'-',"- ,.\..,.}.",.,..... . \') .~. ..~. '."-'.' ~ . -!~~,}d.....,}.....!-'? .J~' j';,.~- f--L);.~.:...w.l~;'." ~jV;(:.':'~~ ;;' ~ ':6~' ,':-1 _.J:-Z":";;' \;.l-. <~ -)r--"'Ir;'>.... ")c r~c''')h)c: " ~! )t. ~ "~ ~5:")trf.:i -~1Z~.r.<c;r;~ "'')~'t}!..<" 5 :1-;5{J:;Y"1-~{.~)~ }O(Jor)&Yc~'l(<\~~cr . ~~(:\ I "", .\' t.:<..Je:CrG5C'Y- i.J=(->~Jt /)~~(!2'..~-~):.c.'(~~t:{J"S If 1.,'\ ~,~}~(_~l:XZj~7t. ;Of-A) ~\\~ )r~ )r" ;r-'\O If ..' . )\'''"'I; .\( it \';-"-Xo(cp l:.(;l::(' ;r::;f1~-~y;.X'J;.:tJ?2t;;1 . \,' "i::-(~'~~::1'1::;.1")?;("t. .~.)(~r~)(~~.'*)~y~)~SC-)~ (y~(~ ! \ \ :\P~.::,.;~~.~ ; '~---;:~r) .\~c;A)~i' "'f)J..'r....'- -~-~~ -",<l'.;-'->:f?.~'''(-' ,I . . ,/ --",.<....).."(:.,. j-'~/-'tr~Q ,;.i;.~tj.-L~...l;(\"l::Xll; { ;/ /L~\~lj-::l~f.,,~lk1: !" ,," "" " "" " """ '=U' "" " SLOPE '" " " " " " " ,,/1 '''''''''''''''' II,IIF tr 1/ II II If II f' IJ 1111 'I" ,/ !I' II /I II" fI I( If tI 1/ II II ts (f (t It :1 It II If If /( 1/ !!"1/,t.L.Lt tilt H. H J t ""c 'Q-Cot--6C~~::r' !t.~, tC'~(~' "~:CF3...::<r~'" '''~6-r<:!!J''-~-'\''''C:.'}... A BEDDI G ~~f)-1:J~q1;~:/1.-}~~l)s;J.t~)1f~)..1;:;/t (!.,,\~~q]&"'JtyF:i~ SEE 7YPICAL ;<s~-,A-~t..J~ -~"..,r~V"'~~- '.. .. 1':= '-'l-A~~p:.l-;s.;k'~k~~ (: !.:.~;:f.,:;-.J~_.~'d~Q;;../,\1f:y. ~s..wv~~\,:l~.. ts...~._i._ ~:::-~?::4V-~[...:}S;.~~'-)~;q_~.~5~7..q,.\_-'(~ tRENCH DETAlL) ~ J'-~ . ;:-..,l !':l..)'-~-J":1,~rA:"l-1. j-J--,r} Io-^-.R 1....~ , .":t J-l.fl....j; ./)'//V/..../ / >/ /~ / '/"'- / '/ /v ./ 'y / Y / '/ / /<..~ /("'.(:<"'-( /,,>-! AY/~.>'( /",{><0(v /"Y A".....~ UNDISTURBED SUBGRADE 3' 3-3/8- ~ ... ,... ~ t lL -.iT '-~------518' X3' BOL T---- w. ~ L 2-1/2!----) 2 EACH END ~ 4 - ANCHORS "'J 1141k ~::~~;:~:~:::::~:::~:~:~::I Truncated dome detectable warning surface :;; n. (() tf) 1.:--; N ~: o o N ........ t!J ........ <'~ 2' 3. ~ SQ. EDGE FLA T BARS 518. X2-21/2' SQ._______ EDGE FLA T BAR ... 51BIk X2-1/2' X30. / SQ. EDGE FLA T BARS SECTION 8 B J'" ..............l ....".... .~.."..,..,...... ......".................. .. ................... ....,......,.."...,...4. .............................. Truncated dome detectable warning surface <l= Slope 2: max. ... Slope 8.33% max. 4 IX 4' MIN. lANDING 2% MAX B.. FRAME SECTION I : I . I I I I . ~( o A I, 2' 8- ............ NOTE: 318' CROSS BARS SHALL BE FLUSH WITH THE GRATE SURFACE AND MA Y BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS. NOTE: 1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4" MAX SIZE) 3. ALL CONCRETE SHALL BE COMMERCIAL GRADE CONCRETE. 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. WIDTH OF APPROACHING SIDEWALK ~ - ----- (I) -1 ~ W o ~ ~ 'ij) m 1O ~ ~ ';S: ~ c co 0. ~ ~ <lJ .~ e. .$ c:: UJ ge 0.2- ml0f 1O ..,. ~~ ~...... g~ ~ .. ..(0 N C) .. (.) (J) 4l) Eo co c: C 0') 0 .~c: "0 ~ co 031) @ ~ N.f.s1!RB RAMP DETAIL -..........""'"-........ '<t U 0' 3 'D ~ '0') PLAN 0-. ({") PLAN 8" I~ SPACING 3' O.C. --1-.31/6' 5/B!- JI- II U U U U U I ()':l o ...- 3 Q) i? JI-~3/16. 5/8!-l} _. t U II Ij .. t ~ I' C\J GRA TE SECTION TYPE I NO rESt t. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 2. G-2 GRA TES MA Y BE USED IF APPROVED BY THE ENGINEER. 3. CA TCH BASIN. FRAME AND GRA TES SHALL MEET H20 LOADING. 4. INSIDE FRAME DIMENSIONS: 21 3-318. X 2f 8-J/2'. c: o Ii I SCALE FROM PLANS OJ 'rij --;; ~ .~ e- ."!. c w o ill a Ol If') PERPENDICULAR CURB RAMP ~ fiO\ TtpE-D CATCH BASIN \::..::) SCALE' N. 7:.8. @ !!!~~~ CLEANOUT @ ~~ N.f.fRB RAJlP DETAIL I m o ~ . . ...; 5 of II fXlW-S b.O .[ 5 tn "IBG . ARCHITEL I 5 & PLANNERS / lNC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 EXPIRES: DECEMBER .31, 2010 - /", , ,.. ~ ~ c.. o .....J ..u > --LJ o ..u ~ ~ -U ;-U ~ -U t/)-J 7-J -V>$ <~L.LJ ~C2> o()f?2~ -OW c::: ,- / N/<( Lf')W-J I CL -I-JO..u tnco_ ~OCf) .~ ~ L..U L.U CO ; ~ t--... - r- .q- ~ tfj f"-.... - Z~. - ~= <( ~ ~ O~ .< .... ~ l1) 0 : Cj') -I : ~ !:::!" LJ"') u... i o(jLJ LJ"') ~ ~ t--... ~ ~ r-t:L If') (f) ~ 5 .~:V c ,:W CVc_ JE~A:_S PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 12{07/2010 C4 @COPVRIGHT 2~P.0 ~y Toc; Architect & Plannc~ll)c .. 1 / : / / " .. / I " .. / I " : / I " J I OVERFLOW - DITCH INLET :? <1: <!) 0 0 n ro 0 0 N "- i'- "- N ~ ~ hJ (.) Z r i.n <1: ro .si I,n 'w 0) U LO 0- ~ ~ " ~~ Q) '5 'in ~ (il C <0 ~ a. 1 2 m ~ 0 /' Q) ~ (J) ,":: '~ ~ Q) c c UJ 0 g E Ii 0<0 ..CJ g 'in fBeo /' ~~ III 4> 9..,... ,~ 8~ e- ~- Ql " r- ~c N C) Id " 0 0 ~'8 m ro C c: 0 OJ 0 en '~ -0 ~ f! ~ I en:/) m 0 /' RETAINING WALL AC 18" GROWING MEDIUM (3 WAY MIX: SAND/ LOAM/COMPOST) 18" OF 1 1/2" WASHED DRAJNROCK ..~ ~ 6 ~ . d ~ f' ",/..~~, 0 ., .' <l I '~ 4 ....- B -, -C- ------------- /q~: . .(;F-I -=~\ - -- 7.... ' j: ~ ~ ' I I: f I I I I I I J I I I I : INFl.LTRATlON l' CURBCUT B.AS_ IN A RIJ./.. / FG=496.00_ 3:1 ELEVATlON'Ei', - 494.00 '" r RETAINING W"LL I SEE DETAILS THIS. I ,SHEET I I J I /. - LANDSCAPING PER ) LANDSCAPING PLAN I -=- I 1 I I I " ! =-~l LJ /~ <J ~ . ~ ~ , -', <1 <1' .' " ~,' \, ":~ \ '0' d ~ :' , ~ 4. ^ , , '<1 ,{ ~ : 4., , PLACE 2'X2' CLAWYS50 RIPRAP PAD AT STORV OUTFALL f' 6'~ Y 1- " " .(\ , ,4 , , . 4' <1 t3 , <1, 1 " ' .4 PLAN VIEW <1' , ..... ' C) ,~ ~4' '... <l 4 OVERFLOW DITCH INLET RIM=496.9D CONCRITE SIDEWALK 4. CURB AC 6~ STORM" PIPE BOTTOM= . ,].., 495.90 ~. , , ~&' . i'.:' J. ...:\." , FL=495.10 ~ - " ,*' 18" GROWING MEDIUM (3 WAY MIX: SAND/ LOAM/COMPOST) .4 ,- PLACE 2'X2' L CLASS 50 RIPRAP (!{d,' , PAD AT ~ORM ~ OUTFALL . \ ~/' - \. 4.~ I~:~.'~' '--- --- , ..,~ ' , 4.\4, '~., . ' '<1 , <I 4' 5' WIDE SIDEWALK <] tl 4 " ..!.1 18" GROWING MEDIUM (3 WAY MIX: SAND/ LOAM/COMPOST) q, j 1 <J <:J , I: <0. , :1 7-~"4 /?" " 18" OF 1 1/2" WASHED DRAJNROCK 18" OF 1 1/2" WASHED DRAlNROCK 4 ~( ~ r _... \ A 3:1...~. ! INFILTRATION BASIN A ,- -1- - - -~~CE 2'X2' ~ ! ~ CLASS 50 RIPRAP ~~rr' Jl ~~J~ ~ORM ~ '~"I B~ ( IN FEET ) 1- SCALE' " -/0' (.1 , <1 A SECTION A-A GRAPHIC SCALE o 5 fO f f 20 fi\ INFILTRATION BASIN B PLAN AND SECTION ~ \V SCALE' N.T.S. '0 <1 J- ' - (~ ' II C:., " ,. -....-r' 4 " <J, PLAN 1'lISIW 6" VERIFY COLOR, 'JOINTING OR STAMPED PATTERN WITH ARCHITE-;IURA~ SHEETS. t , 1.5" CL (TYP. J TOP AND BOrrOM) THICKEN AC AT EDGE TO Sl",l~ . . . ~:12 I. FULL DEPTH ~,<2 " .. ,.., .' ~ OF CONCRETE r: ::--<1~' 2iAYf;RS~G6x10 'WwM~ ~~.~ ~ (TYP.) --~ - --- - -- - - - - ,-~...-- ' ' ", 0.6' OVERFLOW ~ RETAINING WALL ~ L DITCH INLET HEIGHT=2.8:1: @s l.&J - RIM=496.00 AC ct:~ '1 ct:.-.J - .J.., BOTTOM= ~ 494.00 - ~ ":.,:: "~'-;.,,:.. "',.. .~..,:.."';"f.. FL=494.00 ~ -..1 .~)o....-:r.'...,' ~ 1810 GROWING MEDIUM (3 WAY 18" OF 1 1/2" MIX: SAND/ WASHED DRAfNROCK LOAM/COMPOST) SECTION A-A O.5J - --- -- 8" 21 6# 4' 6' 2' - - .... -- =- - ....- CONCRETE WALK CUR~ / (1YP '/ " ,"" '~ . . . ". ( '."1' .... ." <to 22' ~ .:1 .~ ...~ . , ", .. :a . <I ' '" , , ' : <1 ' . ,4,' os . A' :' A (!) SCALE' I. -/0' , . , ''5( lJ.:4.0..: , . f ,~' "'4 <1 , .:' ~: 6" STORM PIPE - ~... ~' ~~. ,- ~"'. . ;) '~ " , . ";':.s .. <1,)' II , : ..,,' .i <f '4 A <1_ , '1 'A . d.. .. 18" GROWING MEDIUM (3 WAY MIX: SAND/ LOAM/COMPOST) 18n OF 1 1/2" WASHED DRAlNROCK <F Slope 2% max. .. Slope 8.33% max. SECTION B-B ~~:::::~:~~ Truncate'd dome detectable warning surface In compliance with 2007 osse Section 1/09-16 SCALE' '..10' ~ ' ~ 4 , "" I 4 I .i . l' ~UR8CUT 1/ ~ ~ ~~ ' - - - FG=496.7~ ;:;1-: -c J - -:::?\- - ~ ~7'~ '-< - - - - - A .~IIN:~:ngN~~3:1-1 V . ..: "'./ J GRAPHIC SCALE 10 0 5 10 ~ I 1 ( IN FEET ) 20 --...:r-' ' 4 ,'S J fO GRAPHIC SCALE o 5 10 f I I 3:1. I ( IN FEET ) · t;\ INFILTRATION BASIN C PLAN AND SECTION \V SCALE. N.l:S. 7" THICK CONCRETE PAVEMENT ASoPHALTr 3500 PS' FIELD STRENGTH C NCREn AS SPEC FlED "--...... 2' _ / """ 3/4" i ". ~';;;;;:"'~9~ ~ 71- . 4' ~~==-~ -:, .: '~:' '.' ".:-~.:. :.,~) ',0 : ,,\ '.~; .~ . '"'.:'~~: . ';'.'::::" :. ,:,::':~ - / #5 REBAR 6"-3/4 (OU) CONTINUOUS CRUSHED ROCK GEOTEXTlLE FABRIC . f1\ INFILTRATION BASIN A PLAN AND SECTIONS \:J SCALE, N. 1.S. r::\ RAISED CROSS WALK · \j) 8eALE' N. T.8. o CONCRETE VALLEY GU'lTER SCALE' N. T.8. \. ~ , .-. ~ , . '. ' ,<; ~ . - OVERFLOW :4 .{1 '_4 DITCH INLET ./ ", ./ ~ In ~ . 4,' ;"4 <:;/ , L:, , :<1 . .d rJ -.. PLAN VIEW OVERFLOW DITCH INLET RIM:::496.90 1811 GROWING MEDIUM (3 WAY MIX: SAND/ LOAM/COMPOST) lBn OF 1 1/2" WASHED DRAINROCK '-- FL=494.70 SECTION A-A SCALE- I- -'0' 20 ~ 1ranc:l Engineering, ~nc. Headquarters 310 Fifth Street Springfield. Oregon 97477 (541) 746-0637 Salem/Keizer Office 4310 Chtu.J Avenue N.E. Salem, Oregon 97303 (503) 779-2577 , ~ TBG ARCHITECTS & PLANNERS / INC I 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 . ,I I I '...JJ.' - / --U ~ C- O ...J ~ > L..U C) ~ ~ - ;..u :..u ~ -U CJ)-J . -J ./. -VJ$ <(~u.J ~C2> o(j a... u.J t8 CO ~ ,,~ C!: ~ ~ ~ I-~' ~u.J V)~~ \""I. '~"" 0"\ i ~ :; < ~~' I "",...LJ -J Lt'") 0 ~ 1-1. J a... ~ ~L ~Ou.J ~t5, ~ CO - l1'1 ~,_ \. ~~~ L1j 0 VJ Ln&. 'J =: ---:-~~-~O'J: 3AS ~\) :~ A" ..S ,,' PROJECT # 09-159 DRAWN ARS CHECKED GAM DATE 12/07/2010 l REC'Dc'~ :- 7 J .,,, n ..BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying ~_. &-\ : \SICOl'YRIGHl 2G10l\yTBC Arcl1itect & P1annc~rnc f.t, {)f I' pct~(S - .. 51-0" 5LOPE f DRAINAGE EASEMENT MAIN STREET (McKENZIE (PRINCIPAL ARTERIAL STREET) H WY) _ :GE ~) G : ~ : ~ _ '0-- -=s THG 10-0' X 451-0" . . . . . ....'It" ..... .." CONCRl:Il: WALKWAYS, TERRACES, PATIOS I. IN COMPLIANCE WITH 5DC 4.3-125, ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND, WHENEVER P05SIBLE. 2. REfERENCE CIVIL PLAN5 fOR UTILllY, GRADING AND DRAINAGE REQUlREMENT5 AND EXISTING CONDITIONS. 3. OUTDOOR. BUILDING LIGHTING LOCATIONS, DETAILS AND SPECifICATIONS WILL BE SUBMlll tD AT THE TIME Of BUILDING PERMIT IN COMPLIANCE WITH 5DC 4.5- J 00. ALL PROP05ED EXTERIOR UGHT FIXTURfS WILL BE SHIELDED AT THE TIME Of INSTAllATION 50 THAT DIRECT GLARE AND REFLECfION ARE CONTAINED WITHIN THE BOUNDARIES Of THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY fROM ABUlTING PROPERTIES AND PUBUC RIGHTS-Of-WAY. ARCHITEL J 5 & - PLANNERS / fNC ~ PROPOSED I 181-9Yl BUILDING fOOTPRINT (351_0' MAX BUILDING HEIGHT) (E) ODOT SIGN TO REMAIN .... .. .. ... .. I I- ::> o "'N ~ I co co I- w w O! ..... V) 0 E z lii N to -.J l.f') tS ~ :r: ..... :J 0 r.J) I 000; PAINTED ON-5ITE PEDESTRIAN CR05SWALK STRIPING 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 LJ.J ~- I " I " I "--.j ~,.~~. I .. ... ...... . Z. . ... .. . .. .. . L LANDSCAPE PLANTING BEDS -'- u <( --I CL BICYCLE PARKING HOOP (2 SPACE5), 1YP 4. IN COMPLIANCE WITH SDC 4.4-1 05(G), A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED fOR ALL NEW PLANT MATERiAlS U5ED TO MEET LANDSCAPE STANDARDS, UNlESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REfERENCE LANDSCAPE ARCHITECTURE DRAWlNG5 fOR DETAU.5. 5. LONG-TERM BtCYCLE PARKING SPACES FOR THE COMMERCIAL BUILDING5 WILL BE DESIGNED AND LOCATED INSIDE INDIVIDUAL TENANT SPACES IN A SECURE LOCATION AT THE TIME Of TENANT INflLL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5DC 4.6-145-150. THE TENANTS WILL BE MADE AWAro? THAT STANDARDS 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 CEDAR fENCE WILL BE 5UBMIllcD AT THE TIME Of BUILDING PERMIT 5UBMIlTAL IN COMPLIANCE WITH SDC 4.4- I J O{B){3)- I J 5. 7. BUILDING AND SITE SIGNAGE DETAIlS WILL BE 5UBMIlI cD AT THE TIME Of BUILDING PERMIT SUBMIlTAL IN COMPLIANCE WITH SfGNAGE STANDARDS. ~~~~ ~C:J ~ ~; NIII~ ~~~O G N "11><; OF O~<9 --. PROPERlY LINE }-........ r.ntu ~ ~tn -.J <<> ltj6 ~ ~ ()) x x x CEDAR fENCE LINE ((;1-011 MAX HEIGHT) c.Jj I. '. ...~. .... ~ /~- ~~I:"':':::':': 'i / ;;I~j:~ .[ /~.....>.w.. :'1/' ~~ ;r.. .. . .: I . . ~ (~ ,-.0 ,I 'i.f ADA PARKING STALL * RAMP COMPLErE WITH PAINTED SYMBOL * 5TRlPING, SIGN AND DClcCfABLE WARNING ~ I I ADJACENT EXISTING RESIDENTIAL DWELLING TO REMAIN Ox..". q .>>> o . .. .. .. <() ...... ...:: ~. . .. .. .. . .. ?'t. . .. .. "'\t...... ~~:::::: :';,iX" 48,480 Sf (74%) I 7,028 Sf (2G%) 5,903 Sf I I , I 25 Sf 23,G90 Sf (3G%) 7,7G2 5f (12%) 17,190 Sf (2G%) VEHICLE PARKING SPACES REQUIRED (SDC TABLE 4.G-2) EATING 4: DRINKING ESTABLISHMENT I : 100 Sf GROS5 fLOOR AREA 2,500 SF/l 00 RETAIUSERVfCE/5ALES/SMALl OffiCES J : 300 SF GROSS fLOOR AREA 3,000 Sf/300 MULTIFAMILY DWELLINGS , .5 fOR EA DWELLING UNIT , 5 UNITS X 1.5 TOTAL VEHICLE PARKING SPACES REQUIRED 255PACE5 / .J.J ~ CL o --.J .J.J > ..u o ..u ~ 7 . .. 4IIJ 0 b ~g I 1 ~ ~ N [-~ (\j 81-(;11 - -1/ ~ e, 6 PARKING LOT LIGHTING (201-011 HEIGHT, 1YP UON) :>A ~ < ~G CA _C,-, =_A-- 0 ~S b _I ~ RELOCATED r {E} DRIVEWAY, SEE CIVIL ... - '\- -~~ v:~ PARKING CALCULATIONS ARE PROVIDED fOR REfERENCE ONLY. NO EXACT TENANTS HAVE BEEN IDENTIFIED. EXISTING TREE TO REMAIN VEHICLE PARKING A~:A CA_CL _A O~s TOTAL 51TE AREA G5,G70 SQ. fT. (100%) u.J ~ ~ u... l- :z ~ u.. TOTAL IMPERVIOUS ARfA TOTAL BUILDING FOulrRlNT COMMERCIAL BUILDINGS fOOTPRINT RESIDENTIAL BUILDINGS FOOTPRiNT ASPHALT/PARKlNG/DRIVE AISLE ARfA WAlXWAY/PATIO ARfA TOTAL PERVIOUS AREA 10 SPACES 23 SPACES 58 5PACES - ;r. TOTAL MDR51TE AREA J 5% LANDSCAPE AREA REQUIRED TOTAL MDR lANDSCAPE AREA PROVIDED 25,819 SF 3,873 Sf ( 15%) 8,31 2 Sf (320/0) TOTAL VEHICLE PARKING SPACE5 PROVIDED 58 SPACES (15 RESIDENTIAL PARKING 5PACE5 ARE PROVIDED IN INDIVIDUAL UNIT GARAGES) ACCE5SIBLE SPACES (91_Olf X I G1-0' W/ 2'_0" BUMPER OVERHANG) 4 5PACES ..u .J.J ~ -U U')....J /....J -CJ1$ <(~,.U 5-- .~> ~~~~?2 I-~ -o::7~~ c /' <( <0 N I ~ '- I "'" UJ ....... U") 0 LJ. J 0.. Oi uJ I 0 ~u:: ~ ...u o(S lJ ~CO-LJ")~ O - I'-.. ~ Uj CJ1 ~ B1 o I fu MULTI-UNIT DESIGN STANDARDS ARfA CALCULATIONS I I ... ... TOTAL RESIDENTIAL BUILDING fLOOR AREA (MINU5 GARAGE5/5TORAGfJDECKS * PATIOS) 25% COMMON OPEN SPACE ARfA REQUIRED MINU5 PRIVATE OPEN 5PACE AREA TOTAL COMMON OPEN 5PACE AREA REQUIRED I G,9G4 Sf 4,241 Sf (25%) I ,320 Sf 2,92' Sf COMPACT SPACES (81-0" X I G1_011 WI 2'-0' BUMPER OVERHANG) (81_G" X 14'-0" WI 21-011 BUMPER OVERHANG) PRIVATE GARAGES 8 5PACES 4 SPACES 15 SPACE5 S-: J_A\I Q l' = 20--:' 4,585 5f 2,293 Sf (50%) 2,429 Sf (53%) STANDARD SPACES (91-01 X I G1_01l WI 2'-0" BUMPER OVERHANG) 5% INTERIOR PARKING LOT LANDSCAPING REQUIRED INTERIOR PARKING LOT lANDSCAPING PROVIDED 27 5PACES t I I -- -- ASSESSOR'S MAP 17-02-33-34 TAX LOT 1901 LOR ZONING DISTRICT ADJACENT EXISTING +/_1 GtG1 RESIDENTIAL DWELLING -. e TO EDGE f TO REMAIN Of (El BOG I TOTAL COMMON OPEN SPACE AREA PROVIDED 50% LANDSCAPE ARfA REQUIRED LANDSCAPE AREA PROViDED I , f 85 Sf (5%) 2,G22 5f " 1%) N o BICYCLE PARKING 51-011 BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.G-3) EATING * DRINKING ESTABLISHMENT , : GOO Sf fLOOR AR:EA 2,500 Sfl GOO 25% LONG TERM 75% SHORT TERM 2 5PACES 3 SPACE5 f- I I GI_Oll ~ .L , 1YP BICYCLE SPACE ~~ -J- fu ~u / - -<2- -'- ~- 9 ~~ ~ t:=u .- '-8 .~.~ DIMENSIONS FER 5DC FIGURE 4.G-B 1YP CLR lYF SPACE BETWEEN HOOPS Il!~ -- .' ~t g7'-ll +/- . ...~ BUSINES5/SERVICE/OffICES I :2000 5f fLOOR ARJ:A 3,000 SF/2000 25% LONG TERM 75% 5HORT TERM I SPACES , SPACES , . 1YPICAL END 5PACE L____ > TYPICAL HITCHING POST OR STAPLE RACK MULTI-FAMILY DWELLlNG5 I PER DWELLING UNIT J 00% LONG TERM J 5 5PACES 2 Y_J S - 0 {---:{M 3 (: JA ~_( \lG G) 1/4' = 1'-0' TOTAL BICYCLE PARKING SPACES REQUIRED SHORT TERM 5PACES REQUIRED LONG TERM SPACE5 REQUIRED 22 SPACE5 4 SPACES 18 SPACES S - J_A\. · tAJf<1/~ . . "'h7i/~\ ~ II ~ ..~ ~r..? r,., '11 ~ TOTAL BICYCLE PARKING SPACES PROVIDED 24 SPACE5 5HORT TERM SPACES PROVIDED G SPACES RESIDENTIAL LONG TERM 5PACES PROVIDED 15 5PACES COMMERCIAL LONG TERM 5PACES PROVIDED 3 SPACES (LONG TERM SPACES fOR COMMERCIAL BUILDING WILL BE LOCATED WITHIN TENANT SPACES AT THE TiME Of INDIVIDUAL TENANT INfILL) ~ "0 a.: w M en C) C) N Q) > n :$ o <( <.> "E co :E ~ "0 C N ~ ~ (.(') o me o~ ~"<f> 80> ~@) aE a::N a. - iGt::> i1)g eo m Cc g>o ._ "'0 ~! ow i (7\S C\lAC:/S:A- \lC & T~:__ S WA__ \:2) NTS PROJECT # 200913 DRAWN AM CHECKED KT/jEl - DATE 12/07/2010 SHEET A1 R @ COPVRIGHT 201~, ~y ~BG,~i~ & ~~nncr.ilnc, ."~..~ 1 of It 1Xl~C:S o CD (0---- ------- _(I .- - DRIVE-THROUGH RESTAURANT 0------ .1 --7 _.".~ DRIVE-THROUGH RESTAURANT ~ (1\: _00 ~ :> _A'J ~ ~ \V 1/8" = 1'--0" . o o LY:, (0--- @ (0- o G: '1: M:_'10-: o @ G) I~ AR.CHITECTURAL FLOOR. PLANS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY. NO TENANTS HAVE BEEN IDENTIFIED. 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J / --- // / ~.._-_.- ~ //' -1 GUA:::~;~_ _~=_~=;~~~==~~~::::_:::~~'~'~~uJ _u_ __ '1~"\"'",~~ L_____ --.=__...____ - .-~-:=-- -~:~"'---J-~,~=:-- ___~._~_._...._~...................-__.~_.,~A'~.w,.,~._>._.,~.~....,_.__....._.. ~_ ___.-......-...___ ...._..__.~,.....,"'"',.._ ___._____ .. ---- ... ..._.............~._..-.-- 5~?~Z~:~ - ~-:~~~;~::ti1~i~. ~<::':/:\ ~::;=. . FIN. FLOOR ~- Ii 2'.0" G" MIN~ t,- IO'-G" 2ND FLOOR ~ --~ ~! --::..::_. , f' I I . ===..-,--. / ,: l ~ . L --- Lo - / '~~7~~~- -~.. 72]--- ~- - , --- - ~ " , ~ - , " .!: / I: .-- =1 C~~.' __ -= ~ L r , ~>:: o _. --.-.--....-.-- L i. -- ::.. I -- ,- =7 7. . 7=A ~ ,// ----.-.- .=..., 1...:. . --.-- _ _ILl': ./ ____ ...._. L....... j l .------ ....~- ; : ""\"",. :::::-.----.--- J , , -.-.-..,......-- "'" =====:::-=::::::.-............-.-..-,...-....-....- . . 01~0'1 - '- FIN. 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RIDGE IO-G" '2ND fLOOR~ JT'I'I\..T~""T~ :s-~ll*I:;.-l_:_C~I,~~~ =s= 1 , , r"'--r.~ HORIZONTAL 5fDfNG " TRIM PORCH CANOPY " 5TEEL 5UPPORT ---- ,~ ~;;'.=-=~=-..~-~ ~ 5HINGLE ROOF --- BALCONY WI GUARDRAIL f 5TEEl 5UPPORT - ::.'_I~..L~'I' LI' I" '.I' =:::J..;IL r -,"~Jr=:=9~IL ___ TTL~:Lr'--r--'T I I T1: 1 I ) I I I I I I , I I I I I I I I I I .1. I--'J-1T' I I , I,: I :~T' , : ';r-,-1~~~~c;I- rJ..,...l-~~~T' I ,-r-I..,-- I ,. I , , L.l .. . I ._r~-_T~-r,-'--,- 1 , I I. I , , I I I I .-',- '- , I 1--- - " . -.I j : I"~' . -, (-2: . ,- J I' , ' f - , , . .. ; 1. '-' ,: '_' ~;. ~~.... .. ..... .. -~ \ ~ ____.m -...J..... ........... - I - ~ .' . - " ,. ...-------.-... , -.-.... ..& ,. ._. ".u._.. _h ..., _. -, "1-- -------...., 0'-0'1 fiN. FLOOR ~~ .._._mm I /./ I"~' ~~~ 77 (x ) = ' " ,,1L_L 1 . ......~ ..-. -- -, -- ,~ . A 'i/t-'7l " " 1---- :0 ~ ,= = ,I ~, ,I - l~ ~' ~ - '>("J' I/V / 'i/- / ,7:~-;:'-; ~= . =~ '2<"J' --...... " '( (2) BEDROOM TOWNHOUSE f7'\ 3 -'-) \I G 2 - SO J~ -:- :V A ~ 0 \I ~ 1/811 = 11_011 (2) BEDROOM FLATS (7\ 3~- -) \lG ,. / ~ 1/8" = 1/_0" S-{JC-,-, ~:'A - SO~ :.. :VA- O'J G:_'4: ~L'40-': I . ARCHITECTURAL DETAILS. flNI5HE5 AND WINDOW CONfiGURATION ARE PRE5EN leu 5CHEMAnCALLY FOR REFERENCE ONLY. 2. 1YPICAL ROOF OVERHANG = 2'-011 TYPICAL ROOf PITCH = 5: 12 ~ l ui w M en C) C) ~ > n 6 <C () "E (ij ~ ~ "'0 C C'>S l.t") .,l, In ;-;; gf6 0,,- C"?"!"': .....0 en ...- 8@) ~o ae; 0:::'" 0.. .. r:Jl:'5 Qig Eo ro Cc r:n --0 .~ as ~~ ocn BALCONIES WI --; GUARDRAIL f 5TEEl SUPPORTS,1YP a.o" FIN. fLOOR ~ ~~~~;;,~~~~~:~t~~~= 1=7 /.. .... =.-.... ~.: - . _ 0 -'=. LL ~""-'Tllr r L ~I L':~~=I :. '. '-rr~ .. ...l...r--rT T-r I ,- "', I I! I :.--.--.---. I r '.' 1.,~J..;r;.J --- COVERED 5TAIR, CATWALK WI GUARDRAIL {. 5TEEL SUPPORTS,1YP -- SHINGLE ROOF ~ *11 I I L-1 I I , ''-I - "~,--Lr-L.,:::r:: - ~T;rITI, I T=tI ::CriLl' I ' I It' l: ~lllrT I I I I ,-- . 1 r I' . J I f 2'-0" 6" MINr .-=- ---- _,'~ _lI:_'-- HORIZONTAL ----- SIDING' TRIM ~:S~D:'1--A_ - 3L- -)-'1GS :X-~~"Oc{ :~::VA~:ONS 25'~OIl 0- T.O. RJDGE 21~8" AVERAGE ~ BDG HEIGHT ~".ll"" .~ ~~~~'1-- 1 _. . -- VERTICAL 51DING f BATTEN5. TYP -- BALCONIES WI GUARDRAfL f STEEL SUPPORT5, lYP --- HORIZONTAL SIDING $ TRIM 24'-3110- T.O. RIDGE -------- ;X ,T I -I - - ______ 12 _ 1 I 1 '--c11 I COVERED STAIR. 5 I' T -,.J.,-' , . I L~:..L~I ~l ~r;r-r--' ' - CATWALK WI GUARDRAIL _ ~7r r '.. =?='..,---Lr-'.,.-1-,--I..,', 1 I I " ~ I -r I ,,' _L_~J . I ,T L...I I I , I 1 , I I 1 I r, I , 4: STEEL SUPPORT5, lYP --.- 1 J I I ,-.- I I I I I , 'I T I , I I , I -l~., jjl III u LJI y ~='-~'-'''-:I''U'L;', -:. J._-=-_ _. I I' I 'T-'- .=._._ ....-1_ _ _L_J_I I ...L... 1,- IIITt-r--r-. I"IIJI'-'" -.. 'I'-- ... ..1 _ ...LL _.__ J..... _ J-1-l.. __ I 1I L----= I II tl- -::;::;--- -,-_.-- --------- - --- 1...~ ---- HORIZONTAL --- SIDING f TRIM IO'~G" 2ND FLOOR ~ ----.. ..... .......t"'""' .... ~-",..,.. ..--. ".. IU Z ::i ~ IU O~OIl D- fiN. fLOOR~ . ~ ~.;. . . I 1::;- - ..J - , = I .- = /,- - I I' _ '" "'1'1' L,I 1\ ,'11' I \, 1,'';'- :uu___.u.~~___~. ~.___.u ='U_~~~": - T . - ~r,I;, I I , , t----'---l ~ j I I I I _ '-. l I I I I T I I -'-I~- - I......... . j r~. I ,~-r 1--' 1 . I I I Iff" 'I 1 -r-.. ;- ~ 'I' , , , , , , , , , "_' " , , , , I ' , '< '~.., Ill'~~.~ ~ - )~ ./ ....- ....- 1/ - ___ __ VERTICAL SIDING .... ",,-::::. $ BArrENS. 1YP " .~ .~-=-=- , .~ .. '-"-~ .. -----.................... ...-""-......."....... ~.. .. -......... "---"'... "..... - - T' ------..-..-------= 1 r::::::- I . - MASONRY WALL. 1YP MASONRY WALL ..---- ~ - COVERED PATIO I . Jiiiiiiiiiiiiii 01_011 FIN. FLOOR ~ ... t f PROJECT # DRAWN CHECKED DATE 200913 AM KT IJEl 12/07/2010 11' 121-0" 5'_011 -' -to (2) BEDROOM FLATS & (1) BEDROOM FLATS OVER PRIVATE GARAGES ("6) 3.... _J \lG", S-<JC- J<: A & 3 - :AS- :_:VA~O\J ~ 1/8" = 1'-011 (1) BEDROOM FLATS OVER PRIVATE GARAGES (7\ 3U -) \lG ',S-<JC- J<= C - W:S~: - :VA- 0\1 ~ 1/811 = 11"011 (2) BEDROOM TOWNHOUSE (7\ 3J~ _).,\JG 2 - W:ST :_EVA-O\J ~ 1/8" = 11_011 ~~ A4 10 of II paceS l. (14) SPREADING RUSH. (3) VINE MAPLE (5) HAMElN.. . FO... UNTA1N. . G... RA. S8 M (3) DWARF RUSSrAN SAGE (3) TUSCAN LAVENDER : r/ ~ - - It) _ . ...... "-- ~.~-_..~..__._--_.. STREET (M ..-(2) ViNE MAPLE (5) MT VERNON LAUREL (9) DAVID VIBURNUM (7) HAMELN FOUNTAIN GRASS (11) MTVERNON LAUREL <. H W Y ) (3) HAMELN FOUNTAIN GRASS -(7) MT VERNON LAUREL (3) HAMElN FOUNTAIN GRASS - (5) MT VERNON LAUREL ~ - (9) SPRING BOUQUET VIBURNM IN A E N c K z IE TBG ARCHITECTS & PLANNERS liNe (40) KELSEY REDTWIG DOGWOOD (121) BRAMBLE (5) VINE MAPLE (87) SPREADING RUSH 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687~1010 Fax (541) 687-0625 -. LANDSCAPE ARCHITECTS {~ ., IiC.:H- "" !?'J< ~ 0 ~ ~ (28) BRAMBLE Ai-: <~J ~~~~~~~~~~~ RUSH J : ; I : (22) KELSEY REDTWIG DOGWOOD I L._._~ CJ' "" I \...... --1"-:;:_7" _....______.m_______ I (4) DAVID VIBURNUM ((~''') ~i , . )5) AUTU~N BlAZE RED MAPLE t\, "/\ - (3) BENNERUP BLUE SIBERIAN IRIS - -- --' Y-~ - c{12} HAMELN FOUNTAI~~~;S_~~~~ f- ~ .~. _ -.---.- (6) TUSCAN LAVENDER I _ (3) BENNERUP BLUE SIBERIAN IRIS I " I . . -.- (6) WHITE ROCKROSE . I ~t~ ~ > ~:~ ~~~~161=6~~~~SE : ---- -- m_ --- -.--. ---- ..f.'~" lii11-1 '-... t;~~-n~. /' u ~11;g:' > j~ct~ ." ~.;";:~ r:: ~r,;: ~ ~:~ '~J. ( ~' . '-... "', (/1._"1 ~ (3) PRINCETON SENTRY G1NKO / (8) PACHYSANDRA ._.._J"-, > (4) AUTUMN BlAZE RED MAPLE (7) DOUGLAS SPIRAEA (/1 (8) BENNERUP BLUE SIBERIAN IRIS (4) CONVEX LEAF HOLLY (3) KOREAN SPICE VIBURNUM (6) CLOUD NINE FLOWERING DOGWOOD 17J:' ;;;-- .... ._~ (30) BRAMBLE I -(24) SPREADrNG RUSH ;\ ! \ (24) KELSEY REDTW1G DOGWOOD I '}. - lUAU I UMN BlAZE RED MAPLE I ~ (36) BRAMBLE : (28) KELSEY REDTWIG DOGWOOD I ~ ,- .-_.. (5) MT VERNON LAUREL !........... (2) RED SUNSET MAPLE I I 1 ---- ID LJJ U o I ::}S~ '-;; (5) JAPANESE SKIMMIA (4 FEMALE, 1 MALE) (6) MT AIRY FOTHRGILLA (7) DAVID VIBURNUM _ (1) KOUSA DOGWOOC (7) BRIDAL VEIL ASTllBE (3) CONVEX LEAF HOLLY (6) KOREAN SPICE VIBURNUM 'fIiTJ"! ~d '"7 '(6) TUSCAN LAVENDER 375 W. 4th Ave. - Sulfe 201 Eugene. Oregon 97401 Phone: (541) 686-4540 Fax: (541) 686-4577 Web: WMV.schlnnerassoclates.CQrn II I<( 1--1 =:)CL >< >< LAJ >< -..-..-..--. ~. Ir.x: 1--1-- :J(f) o (f) v o (/) (3) CONVEX LEAF HOLLY .(7) STELLA D'ORO DA YLlL Y .~~ ~ _oA.__ _ _ __. ~ :~-..3\: . --. ---- --.. -._- - ..-/- (4) HAMELN FOUNTAIN GRASS ":e 7~. (5l.BE!'lNERUP BLUE SIB_ IRIS I- Z w ::E a.. o ....J W > W (:) W c:::: (4) ORCHID ROCKROSE (3) PACIFIC SUNSET MAPLE (8) BENNERUP BLUE SIBERIAN IRIS .R. f(.~:A. j?~ \~y -~ / (6) CONVEX LEAF HOllY (5) BENNERUP BLUE SIBERIAN IRIS (6) HAMElN FOUNTAIN GRASS . (1) AUTUMN PURPLE ASH I ! (4) DAVID VIBURNUM (9) MT VERNON LAUREL (1) AUTUMN BLAZE RED MAPLE (4) CHANTICLEER PEAR (6) MT VERNON LAUREL [_1'~ (2) CONVEX LEAF HOLLY --........... " -V (6) EMERALD GREEN "" ~" ARBORVITAE '\ __ _ (11) KELSEY REDlWlG DOGWOOD. /'1 / (16) SPREADING RUSH, 1/ / J (2) VINE MAPLE I (46) BRAMBLE I (1) AUTUMN BLAZE RED MAPLE - (4) MT VERNON LAUREL _____ (7) DAVID VIBURNUM ___ (5) KARL FOERSTER GRASS ~ (1) AUTUMN BLAZE RED MAPLE '" (2) CHANTICLEER PEAR (B) PACHYSANDRA I 0- " (~~ I ~~ /# I I I I Y (' " : (3) SWORD FERN - l (:, 1(5) MT AIRY FOTHERGILLA..::J.. - (5) BRIDALVE1LASTILBE . (2) DAVID VIBURNUM (3) SWORD FERN. I \j 10' (3) KOREAN SPICE VIBURNUM (3) JAPANESE SKIMMfA '- I;i -I~-.{. '- I I I I;........ jL_. (8) OPt: VID VlBU RN'UM =- (8) PACHYSANDRA . (1) CHANTICLEER PEAR - (5) JAPANESE I ~ HONEYSUC~LE u.m__~ " I ~ \J / f' (0 -' "It' I (7) BURKWOOD DAPHNE ,(1) PACIFIC SUNSET MAPLE (8) MORNING LIGHT MAIDEN GRASS \ (17) PACHYSANDRA - (1) CHANTICLEER PEAR (5) BURKWOOD DAPHNE \j EXISTING TREE TO REMAIN I (19) AZTEC PEARL MEXICAN ORA ~GE (4) CHANTICLEER PEAR (1) EXISTING TREE TO REMAIN (8) HETZI HOLLY (17) MT VERNON LAUREL . (3) AZTEC PEARL MEXICAN ORANGE (4) MIDWINTER FIRE REDTWlG DOGWOOD (1) PACIFIC SUNSET MAPLE . ~ en zo -I <(-I ~ff3s -X (J) H::! "'V c=: > -oa..W c:o::O:: "IWZ LOI-<( Z-I W c... I · Cf)OW " CD I- LOoU5 PLANT LIST Qty. Botanical Name Common Name , Size i I j4'-5' 1 112" cal 2"cal. '211 cat. f 6'-7' 4'_5' 2"caJ. I 2" cat 2" cat 2"cal. Comments TREES 24 h:.er circinatum Vine Maple 13 ker rubrum 'Autumn Blaze' Autumn Blaze Red Maple 3 ker rubrum 'Red Sunset Red Sunset Maple 5 Peer truncatum x k.er platanoides 'Pacific Sunset Pacific Sunset Maple 9 Comus florida 'Cloud Nine' ~CIOUd Nine Flowering Dogwood 3 Comus kousa . Kousa Dogwood 3 Fraxinus americana 'Autumn Purple' 'Autumn Purple A<<;h 6 Ginko biloba 'Princeton Sentry' 'Princeton SentJyGinko 9 .Gleditsia triacanthos 'Skyfine' 'Skyline Honey locust 14 PYfUs calleryana 'Chanticleer' 'Chanticleer Pear ~ I . Aztec Pearl Mexican Orange White Rockrose ,Crimson Spot Rockrose Orchid Rockrose ,Midwinter Fire Redlwig Dogwood ,Kelsey Redtwig Dogwood ,Burkwood Daphne Compact Winged Euonymus ,Mount PJry FothergiIJa Convex leaf Holly ~ H etzi Holly .Japanese Skimmia Douglas SpiraeaH ,Emerald Green .Arborvitae ,Korean Spice Viburnum David Viburnum Spring Bouquet Viburnum 3 stem min. Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched, evenly branched I Evenly branched t I 6' PRIVA: F:CE - / (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) SKYLINE HONEY lOCUST (5) CRIMSON SPOT ROCKROSE (7) SPRING BOUQUET VIBURNUM (9) HAMELN FOUNTAIN GRASS. (105) 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 - I- UJoo WI'- o:::~ 1-1"- 000> .&:-0::: -0 <( -~ ~O LO...J en!!:! ~ LL I.OC) ~Z 1.0 - .........Ck:: ..a.. 1.0 en . SHRUBS 66 Choisya temata x arizonica 'Aztec Pearl' 6 Cistus hybridus 16 Cistus ladanifer 9 Cistus purpureus 14 Camus sanguinea 156 Camus stolonifera 'Kelseyi' 12 Daphne burkwoodii 12 Euonymus alata 'Compacta' 29 FothergiUa major 'Mount J1jrj 29 Uex crenata 'Convexa' 17 f1excrenata tHetzj' 38 Skimmia japonica 7 Spiraeadouglasii 11 Thuja occidentalis 'Emerald Green' 20 Viburnum carlesii 154 Viburnum davidii 45 Viburnum tinus 'Spring Bouquet I 5 gal. 5 gal. 5 gal. 5 gal. 5 gal. 5 gal. 15 gal. 5 gal. ~5 gal. 5 gal. 5 gal. . 5 gal. .5 gal. 5 gal. _ 5 gal. 5 gal. 5 gal. j I I N o I 1 S-:J_A\ Q 1'=20'.0' 135 male, 3 female I I LEGEND NOTES 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. 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. 4. 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. 5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. ~ PROPOSED TREES, SHRUBS. GRASSES. AND PERENNIALS :> --A\J-~\jG J _A\J . PERENNIALS 18 Astilbe arendsii 'Bridal Veil' Bridal Veil A<<;tilbe 6 Astilbe arendsii 'Rheinland' Rheinland ~tilbe '17 Hemerocallis 'Stella d'Oro' Stella d'Oro Dayfily 38 Iris sibirica 'Bennerup Blue' Bennerup Blue Siberian Iris 18 Lavandula angustifolia 7uscan' Tuscan Lavender 3 PerollSkia alriplicifolla x a brotanoides 'little sPire,lDWarfRUSSian Sage I ('vv~ I~;; 8 1 gal. I 1 gal. 1 gal. :1 gaL 1 gal. 11 gal. EXISTING CONIFEROUS TREE TO REMAIN TREE STAKES D.F. 2" x 2" x 6' MULCH No Substitutions. Source: 541-746-7178 , , lREE TIES ~ Grow StlaJght or approved IMPORTANT: Root crown to be a mlnlmum of 4- above flnlsh grade. -0 r EXISTING DECIDUOUS TREE TO REMAIN GRASSES 5 Calamagrostis acutiflora 'Karl Foerster' 16 Carex buchananii 157 Juncus patens 7 Miscanthus sinensis 'Morning Light 95 Pennisetum alopecuroides 'Harneln' Karl Foerster Feather Reed Grass Leather leaf Sedge Spreading Rush Morning Ught Maiden Grass Hameln Fountain Grass .~ ... 1 gal. 1 gal. I 1 gal. 1 gal. 1 gal. IRRIGATION SYSTEM ~ "0 c:: m 0: 0> .s: 'E m 0: \:i 0) os: 'E m a:: L:i E 00.. aJ~ 0" Cl@ ~~ c3~ ~~ Qig EO m c: C o>P .5 -g ~~ 000 BACKFILL FIll halfway and watet thoroughly before backfilling. TREE PEDESTAl Prepare subSOil to prevent seWIng IRRIGATiON S\ ~ IcM TO BE INSTALLED IN ALL PLANT BED AREAS. IRRIGATION SYti I t:M TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRR1TROL, RAINBIRD OR APPROVED), ELECTRIC 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. ';/y.~/ 'l."/.// 'l f~/}'%%/}'~. /Z/'/',Z//ZZ" ~;r.~:%%/fzZ/ 'Zr /.%% /zX/. {f;.zz/y/'.//. :A -' ,-/'@ ///~f1 PROPOSED GROUNDCOVER UNDISTURBED OR COMPACTED SUBGRADE PROJECT # 200913 DRAWN jas CHECKED ces DATE 1217/2010 SHEET L1 I FERNS I 58 Polystichum munitum ~ ~ ~ 9 ~ ~ t .: .!i 0.. G .a ~ g; ... g g 9- ~ ~ 9- N Sword Fern 2 gal. Japanese Honeysuckle 2 gal. I Japanese Spurge 4" pot Plant 18" O.c. Mount Vernon laurel 1 gal. Bramble 4" pot Plant 18" o.c. ~ll:i:il~l*~ 2x diameter of .......lL..ilI f , , , VINES 13 lonicera japonica PROPOSED LAWN NOTE: REMOVE lREE TIES AT ONE YEAR WARRANTEE. GROUNOCOVER 186 Pachysandra terminalis 87 Prunus laurocerasus 'Mount Vernon' 441 Rubus pentarobus o DECIDUOUS TREE PLANTING DETAIL ~ PROPOSED 4'-0" DIAMETER MULCH RING N.T.S. @COPYRIGHT 2010 by TBG ArchHect & Plonners/lnc 'I of /I pa.9CS