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Home My WebLink AboutPlan, Tentative APPLICANT 2/15/2011 s - n , - 5175& 5195 MAIN 51 Rl::1:1 51-'RI NGt-II:LlJ / ORI:GOK9 7478 -3,-, _)- ~G OW~: ~ 030 : \IT : ~':>~ SES __C 1390 GROSBEAK CT. REDMOND, OREGON 9775G PHONE (54 I ) 954-02 I 7 CONTACT: NICK BOYLES EMAIL: quahtyapartments@q.com A '{ C H ,--- : C- /:> _A , .~ : ~ T 3G A ~C-- ---:C I 5 & ~_AN '\IERS/ '\IC 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 9740 I PHONE (541) G87-1 0 I 0 fAX (541) G87-0G25 CONTACT: EMAIL: KRISTEN TAYLOR ktaylor@tbg-arch.com CO~5,-,' _-A ~-5 CIVIL & TRANSPORTATION ENGINEERS 3~ \JC - : '\IG \J:: ~ \JG, ~C. 310 NORTH 5TH STREET SPRINGfIELD, OREGON 97477 PHONE: (54 I ) 74G-OG37 fAX: (541) 74G-0389 CONTACT : CIVIL: EMAIL: GREG MOWER, P.E. gregm@branchengmeenng.com TRANSPORTATION: EMAIL: DAMIEN GILBERT, P.E. damlen@branchengmeermg.com LANDSCAPE ARCHITECT SC - ~M:R + ASSOC AT:S, __C 375 WEST 4TH STREET, SUITE 20 I EUGENE, OR 9740 1 PHONE: (54 I ) G8G-4540 fAX: (54 I) G8G-4577 CONTACT : EMAIL: CAROL SCHIRMER, ASLA carol@schlrmerassoclates.com ~ ~ I- a.. o ...- I-;- C") ~ o ~ > ~ < 5:2 c: "m :2 olS -0 c: '" l() -m to oE ~~ C") C") ~~ ~~ 00 0:::'" a.. ~ ~ l() t.::J...- Q)~ Eu... ctl C:C 0> 0 .5 "i ~ ~ ooo A33 ~:V A- O~5 AVG BLDG CB COL CONC DIM DS ELEt ELEV EQ, EXIST or (E) fiN MIN OPP STRUCT SIM T.O. TC TOP TOS TYP UON VfY WI AVERAGE BUILDING CATCH BASIN COLUMN CONCRETE DIMENSION DOWN SPOUT ELECTRICAL , ELEVATION EQUAL EXISTING fiNISHED MINIMUM OPPOSITE STRUCTURAL SIMILAR TOP Of TOP Of CURB TOP Of PAVING TOP Of SLAB TYPICAL UNLESS OTHERWISE NOTED VERIfY WITH NOTE:THIS LIST IS INCOMPLETE, VERIfY ABBREVIATIONS WITH ARCHITECT M A. INS T R E E T (M cK E N Z IE H W Y)r PHASING BOUNDARY LINE, TYP MAIN STREET Jt-- ~ w ::J~;,.. l''''' 0-1-) . ' u <: -I a.. ~iJ ~~ <> c:> l- V) If) I I- :J o V) I I ... . I I N @ ) - AS :) ):V: _0 )M : ~- ) _A \J G) N~ SYIv~ 30 _S )~W ~G ~=J:X A5S :550 ~15 MA:J & --AX _0- \J:O ~MA- 0 'J BUILDING STRUCTURE GRID 0-~ TI TITLE SHEET 17-02-33-32 G200 $. G300 ASSES50R'S MAP TAX LOTS CIV L DETAIL REfERENCES DWG. NO. (Y:\ SHEET NO. ~ CI C2 C3 C4 C5 ASSESSMENT Of EXISTING CONDITIONS UTI L1TY PLAN GRADING AND PAVING PLAN CIVIL DETAILS INfiLTRATION BASIN DETAILS 3AS'SO: ):5 G~ LAND USE KEY NOTE 0 LAND USE ADJUSTMENT KEY NOTE 0 A ~C - T:CTU~_ PROJECT DESCRIPTION: MIXED-USE DEVELOPMENT INCLUDING A MULTI-TENANT COMMERCIAL BUILDING, A DRIVE-THROUGH RESTAURANT BUILDING AND (2) TWO-STORY MULTI-fAMILY RESIDENTIAL BUILDINGS WITH (I 5) ONE- AND TWO-BEDROOM UNITS. AI A2 A3 A4 SITE PLAN CONCEPTUAL fLOOR PLANS CONCEPTUAL fLOOR PLANS RESIDENTIAL BUILDINGS EXTERIOR ELEVATIONS V-B, ALL BUILDINGS fULLY SPRINKLERED (INCLUDING ALL TRASH AREAS) ~ CONSTRUCTION TYPE: _A \J )SCA :> : OCCUPANCY GROUPS: B, M, A, R$.S LI PLANTING PLAN ZONING DISTRICT: COMMUNITY COMMERCIAL (CC) GROSS PROJECT AREA: TOTAL SITE AREA TAX LOT G200 AREA TAX LOT G300 AREA 1.5 ACRES OR G5,G70 Sf 0.84 ACRES OR 3G,GOG Sf O.GG ACRES OR 29,OG4 Sf ~...;.,.,.., ----. ; 1/(/ :1 ::> t- .AS E VC~ Y MA :J N.T.S. I- w I- w U w w <: w ~ 0 ~ -I ~ I- a.. (to- ~:::1 e.. e.. l- V) V) I- 0 V) <> 0 z Z N If) c:> N If) If) I I l- I I- :J I- :J 0 \: :J 0 V) 0 V) V) 71 ... . . I L N @ J-AS-:) ):V:_O)M:~- ) ~A\J 2 QNTS : ~, ~ N @ TI:3U ARCHITECTS & PLANNERS / INC 1 32 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~ .u ~ -UCL tI)--10 , --I /tr) <UJ$ ~~g '" ':)( CL ..u ~ 00 I..Jt{.J ~ I"\~ ~ '" . L..J:.. ~ ~ . ~..u (f)~. '--.I / Q") . C - . z~ /..A'. <( 0 ~ ~ ~ , I ,..... UJ, --I l1j 0 ; L1 ) '" Q").....J I . t...I... r- ~ . .lAOUJ~~. ~CO-lf)- 0- ~~. Lf)' tI) ~ ~ · ;- / ..u "5 CL o .....J -..u > ..u o =.u ~ - <( ./ o - - I ~ . O~'TI O~ . Dc PROJ ECT # DRAWN CHECKED J'" ...€a _'DAI~ 200913 AM o d~ KT/J~L IVi~2.15. f I...l PROJELI I LOCA liON ; l~ &~U '\Trp~ f J -{){,{){J~ 8rrc fUHJ TENI4-n~S SHEET '~ N , GK.. (bO':J ~ . Original submittal ~ m , 06D 61'1-erpnse s of- 11 ~ @eaPVRICHT 2011 by TBG ""'Ueet & p~"""",", ~ 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" vY .BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying ~ ,/ I ~' t: <:; 4 .1 \ ';J EX. SD MH RIM=495.97 4B" FL (W)=4BB.52 48" FL (E)=488.6D 18" FL (5)=492.43 v "~',.... -., rEX. WW MH RIM,,=496.22 21 Fl.=483.13 I (PER CITY AS-BUlLTS) -'~'- ,4 1/2}! G & (:) 1 I I t- >- ~ ~ I 15 I- ~ ~ " Q) t<") .... ~ ~ ~ -~i . ;~, f A 12" W --- MAIN 1~ -" - -24" ww-I 'b ~ Cl ~ < z o i= a.. o ul t- v; fR ~ (I) '5 ~ c <tl 0. .$ ~ (/J 'I:: 8- (I) c UJ OE OJ<tl DC; flit: ~~ 8~ ~-.:i" N ..- ~~ (ll c: C 0> 0 .~ -g ~ ~' oU) EX. WW MH ' R/M=496.J2 8" FL (N)=484.92 8" Fl. ($)=484.95 / ; / II lit' I TAX MAP 17-02-33-32, TAX LOTS 6200 & 6300 (0 co EX. C8 RIM=495.86 8" FL (N)=49J.66 EX. CB RIM=496.20 '.-."497,0- / I 6' CHAIN / UNK mCE TO BE REMOVED 4 t WOOD FENCE TO BE I REMOVED ~- "."....,.,.; -~ ---~ ------.,~ ~-~,..-""'''' /' 'J 4' WIRE FENCE, TO BE REMOVED x/''/xxYxX ;> x. > )(\Nx ~ "-,, 'o",~4; ><< )<~ > X > X ~- 5' WOOD FENCE x~~7)< X )< X )< X )< )(.<XX< ~. '>(><) ./ ^' Y" >( >(/x,/. x X X -", / <7 ,~ <i .6. 6 <1' 4 d, EX. WW MH RIM=497.70 STREET ~. EXISTING WATER METER TO BE ABANDONED 4 1/2" G- ~ Z t-<J f ~. ----~~. 17.3' _UHlVEWAY _ TO BE REMOVED ,: ,,/ \).//~ ~<o. ~ ...1>( /r " ,-_./ '" 'j /...- r'- t_ 'O~~ ~ ...--~""'--"'\, ~_A:9l ,\)------ \ ,--/ & "-----~. ~c:j ,~-~.~,...- (::-<f' \ c.., \) ~ I ','.', , ' / ..,', , . I . ': . -( -. " ':"1 :'L1 ~ .. ,.' '~ .': ~ . ' . : , ' . .. ' . . '. . . . . / " ,', ' , . . ' '.. . ... ~ .. . ':. . . : .. . , / --...'" ~ ..---.-----. ~,. J /'/ <( ---. -'497.0.__._ ~--~ -~---------....~- --.. --'......--..------.....----.... ---------. ----... ----... 6' WOOD FENCE I' " ~ ro~~ ,\v FIRE HYDRANT \1_ _ d:tQ~. ~ r . ~ -.-- , " ~L --\4 ~, J I ---. 1-- 'I-- ,_~\.'~:~.,.<i '4 -12" w- t! . <:. ' 4 /i <'; EX/STING WATER \ METER TO 8E ABANDONED 4- 112ft G-- EX. WW MH RIM=497.J9 FL (W)=48J.26 - -21" WW.... .. _ _;::.i8~ ST - . ' .., (J-'; . V. .~9", ' " A .;\ o \ i'--, \ ~ \ ~ \^~ \ J. / ~ ~ ... Ci. :t: () EXISTING RESIDENCE TO BE REMOVED '.: ~' ' >.,lQ I I . ' . " '. ~" s: ~ , : ~., . . '. /'1" 'I ~ <) " '. . ,../, ~~ .' ...:. ~4 "ww.. ~ '. ' '; 1-- ' ~ ~ . . ", l,' . ~~ . '~-:-: " + I :" x X xxxx ~'l- ~ ,,'"-j ~. a(\" ~ I I;" ,., ."""'..-a.:..~..~.__.':.111I I " ~ , CL ::c: a R~' ~.,../ 0\' 'l; '." I\;) ", ~ r K ITl[J{] .. , ,0' 0^^)~;<;X )< X )< X )< X .~ ?X >( >( )(<>6 >( X X ,/ >( METAL GATE 5' WlRE FENCE :j~ ~"1 a:' ~, /G ,<'8 \\ '\" '\~ 2ff PAV/fIG 50' f/W' ~ :$ '- ~V) I C\/ ...... I BUS STOp. L /i: <:1' I ~ ::: <.c I &-- ~ I <.;) 8D -4B':-.; ~-- r'/ ., '/ , / ~~,,// . '- ~ EX. SD MH ~ . S:: '/' RIM=497.8J FL=491.2D .I I~ I co ;i. (Q I I~I ~ ,L l<? I ~ I ~~ ~~ .) I p , ,tj' I a . ~: , /, 4 'I .: I 4 -- ~ . '" L ~~ " -~ ~ ' Q 'I ~,: :s: /1 t: e-.f rIJ , 41~ : ~ ~ .a ~il lIt'C S ." ,~ '.. (.$ :~ I o .. <11 ::: cp /"0..,. 0) 'l:;J- I '~I )... .. ~ ~~ ' ',1 .....~ ,Q <,II J,.q , I ~---- ~ ~ t; ~~ ~ t:; FE :g ~ t; :5 ~ ~.LfOTA ST (j .W A ST A ST ASJi~fR ST , cr t- it ._~~t; (:) - - to U') to --= - BLUEBEuE' ~ CAMELLIA ST a: , " ~ ~ '- ti) CI) ~ -~ ~ [-_ ~ ~ J ) -- , _ DAiSY ST r- li; ~~Rsmfl4 DR--/~ BaOTH KELLY IWEYERHAEU5ER RD -- '- tI) LEGEND 6 FIRE HYDRANT (/410iV IZJ BUS STOP ,b4~t9"C ~~a ~A MtJ <<S9 ~L> ! ~- ~ ~ lii ~ to ~ :g N I VICINITY JlAP SCALE: 1 "= 1 000 I SITB DATA FUJOD PIAlN BASED ON FLOOD INSURANCE RATE MAP NO. 4/039C1/62 F, THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. SOIL WPBS ACCORDING TO THE SOILS SURVEY OF LANE COUNTY. THE EXISTING SOILS ARE AS FOLLOWS: THE SITE IS (1/9) SALEM-URBAN LAND COMPLEX. THIS SOIL HAS A HIGH WATER TABLE DEPTH OF >6'. pr.r.Jlll4D PRO'l'BC'I'lON AS ILLUSTRA TED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE /S WITHIN ZONE OF CONCENTRA TlON (99 YR TOT). lfATBRCOVRSBS THERE ARE NO WA TERCOURSES WITHIN 150' OF THIS PROJECT. LEGBND ;." ..', 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 VAL VE FIRE HYDRANT STORMWA TER MANHOLE WASTEWATER MANHOLE CURB INLET EXISTING TREE TO BE REMOVED r; >'. :'~:':,:. :"": ~ I. "'''': 4 'I . " . .,,1 GRA VEL CONCRETE BUILDING OVERHEAD POWER LINE GAS LINE WATER LINE WASTEWATER SEWER STORMWA TER SEWER """" (\(Y\CI - OHP -G- - -w- .WW' - 'ST. - ..'.'~'.."" . : ",,-.' . . 't., EXISTING DECIDUOUS TREE TO REMAIN _489.0- ...fL ~ + -II- ( IMm (f} (R] [EJ 1><1 EXISTING CONIFEROUS TREE TO REMAIN e ~ @ @ : 1 ... TBG ARCHITECTS & - PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 - (541) 687-1010 Fax (541) 687-0625 EXPIRES: DECEMBER 3/, 2012 - / -..u ~ ~ o --l ~.u > c..u :) ..u ~ <( Z o I I- L.U u.J 0:>- ~ f'... . f- ~ ~ CJ'j f'... z ~i - ~. <( O~ ~ " Lr)O ",,-I ~ :::- l.1'") u.. o(jCJ I'"" Z ' L.\ J ..... ~ f'... ~' ~c.. l.1'") rJ) ~ 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 - 21" WW - - . V~ . . . . 8D \. - --=~,----- . -496 0'::::::"=--...--:..--.'48" ST -- . 'F -- -- "--- ...-.-, - (-\-- ,', /';c ,- - -- -= i/:~ _",_ - -~~~,~J--496 0, A.\..~'- 4 1- - ~\:-'~'-~-~:~~~=-196'O-~~~~! 1 \\' (?"\'" ~ >-A- \ \, I I ' I ]__ -1'--1 {:~_rT - -~-_.~ ---.- ~J J/, \\ \ ......49fi. O. .'...... . J . !Jig EX. CB ~I i ' ......;':' _"1'::1- ~'Y;:9&):494.49 \ \\. 1!~:i'1 12" FL (E)=49J,42 .~. ' I !! 18" FL (N)=492.57 \ k I ~-,., II., I I~ (~, I ~ . '0\ ..:J.:t 1-1 '0\ \ :lj - I \ ,.; , I\l'; .\ :- . \ o', -r ~ \, I Co \.I~ '-j I \ / " ' \ / . V 04 \ tOD /' en)) '~,11~J - -t ,4"WW- ~I-...-l. ~l " ~ I~i-F :; }Itj ~ ~ If:: I \\tS I~ if EX. CULVERT ~I ~~! l' OUTLET -~ -. - FL=494.78 _________ 11 ~ .r i 1''' h 1 .~" '\ r 1/ _It ' ~ ~- / I, \ / ,\, I / " '-----,---- - t .60'~1W ; I v . ; \ JO:1: ~, {l GRAVEL EX. 8" CULVERT . J; I~~ I -0 DRIVEWAY INLET ~ ~ ~ C) ~ TO REMAIN n=494.79 : ~ ; 2: II ~ ';"- PAVI~G IT: -------- 1- EX. 8" CULVERT ; (~~ -\' . INLET ; <0" -', I FL=495.14 / o>,~ ~ y- ~ 0) I' / l{)) .' 0)), ------ /' . " -q'!' N I; V M -21" WW i'}. . ~_'r_ " -. ~L -.4811 ~ST _ __ __ 4' 'EX~l1NG' 6"CON~~ETE<1SIDEW~K' ~1, ~', L1 ' " ~J " ,-.- a ~~~ - ~ ~~' ,? / 7 4 c::J' ~ ~. '''''''i'- , .- '" -, I? ' . I' A ,'. .\ ,: -,.--;:..--'" I I,' ' '.I..",,~ ----~~--~--~~=-~~~-----~---~---~-$ T3}(,-5TfJRM-P/PE - - - - _.-J j' r5- FL=494.17 i c:J 1'.",' ~ EXISTING ROADSIDE DITCH ~ (TO BE REMOVED) r _____ ~ ....... I ~f ' ~:<1 . ,.' ~ <7 ' -~, -- ................ ..................... ......--.....,,'... "----.. ....~'.... j--" ."......,....,....... ------ 49 ? 0 -----._.,-~......._----- ~ --- , ~~ tv) . ,.- -...-,. .-.--,- -- -- -"--24" WWt-- ..-....-. ...,~~~'~ --- .........---- _.-,-_u' -::-_ ~, ~, "--49'/ . 0-----. . ~\ 20 GRAPHIC SCALE o 10 20 40 - --LJ ..u ~ -Uo.. tI).....JO /--1 -tr)$ <~UJ ~C2> ~&~ -0 UJ .... c:-/ N'/<( Lf)u.J--I '00.. -i-J u.J (f)CO_ r;:;0CJ5 - ~ ASS:SSM:'J-- 0: :X~S- \lG CO\lJ- O'JS PROJECT # DRAWN CHECKED DATE SHEET C1 -.., Original Submittal. 2- Of \\ ~~ 09..159 ARS CAM 02/15/2011 2cttOP'VRlCHT 2011 by Tac Architect & F1anne~ln~" , @ Branch Engineering, Inc. CONSTRUCTION NOTES: TBG' (!) SPRINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO EXISTING MAINLINE. @ SUB TO INSTALL WATER LINE (SIZE AS SPECIFIED ON PLANS) FOR FIRE SUPPRESSION AND DOMESTIC WATER USE. (]) CONNECT TO EXISTING WASTEWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING WASTEWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. CD CONNECT TO EXISTING STORMWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. . CD FURNISH AND INSTALL In WASTEWATER. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. (1) FURNISH AND INSTALL 4" WASTEWATER PIPE OR MATCH EXISTING PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. CD FURNISH AND INSTALL 4" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. CD FURNISH AND INSTALL 6n STORMWATER PIPE. PIPE BEDDING AND BACKFiLL, PER TRENCH DETAIL 5, SHEET C4. (]) FURNISH AND INSTALL 8" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. CD 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 CI7Y OF SPRINGFIELD STANDARD DETAIL #4-21. TO BE DESIGNED UNDER PUBUC IMPROVEMENT PLANS. @ FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2110 FLOOR AREA DRAIN WITH In 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 METER 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, NOS 6"X6nX4" SQUARE GRATE AND ADAPTOR (MODEL 640) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4" STORMDRAlN CONNECTION TYP. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 1, SHEET C5. PROTECT INFILTRATION BASIN DURING CONSTRUCTION. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 2, SHEET CS. PROTECT INFILTRATION BASIN DURING CONSTRUCTION. QV CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL J, SHEET C5. PROTECT INFILTRATION BASIN DURING CONSTRUCTION. @ PROPOSED 12" STORMWATER 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 WATT HPS STREET LIGHT AT JO~ MOUNTING HEIGHT TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLAN. @ EXISTING UTlLl7Y POLE TO BE RELOCATED OUT OF DRIVEWAY APPROACH. @ S.U.B TO INSTALL PUBLIC FIRE HYDRANT. CONTACT SUB FOR INSTALLATION. @ TRASH ENCLOSURE TO BE HYDRAULICALLY ISOLATED AND DRAIN/NG TO A TRAPPED AREA DRAIN CONNECTED TO WASTEWATER LINE. Salem/Keizer Office 4310 Cherry Avenue N.E. Salem, Oregon 97303 (503) 779-2577 Headquarters 310 Fifth street Springfield, Oregon 97477 (541) 746-0637 ARCHITECTS & PLANNERS / INC - 132 East Broadway - Suite 200 Eugene, Oregon 97 401 ~ (541) 687-1010 Fax (541) 687-0625 n n "' .BranchEngineering.com Civil · Structures · Transportation · Geotechnical · Surveying FIRE HYDRANT BUS STOP. l I .1- -. -- \. ,1 ~, ~ -jJ- - __ q /h .,' ?JL. , ' -1. .~ ^TI I I <J I ' ' 1 ;-=- - . ~,' ': 1:<1 ." -~ i 'j 'J <.1 4, :/ ~- '\. :.~ '<1 J.1 .;} , ~, <,/ \" : "", .a . 4 ' -12" w- - Li <4' 4 <1, 4 '<1" 6 tj. /\ -"': r. 12~' W ' . .<:1 '1 /\ . <:1' <(1 1- EX. WW MH RIM=497.70 EX. SD MH RIM=495.97 48" FL (W)=488.52 48" FL (f)=488.60 18" FL (5)=492.43 tj .. -....-. ~ -..----~. ,,' ~~.~._~ '~"I ,~. ~ l :s: ~ MAIN - STj'lEET ~ t":) I "* ~ <0 I (!) ~ 24" WW--a: ~ / ..u ~ ~ o -I ~ > :..u :J =..u ~ s ,___..9;, . b co . ....... ~~.. ~-~ . .~~ .~~ -~-"'--'"' ~ --..-.- ~...._~._~ ~'-.. . ---~ --" --.=- ~___u.. .--..--, ~ ------ ~ -24" WW- -- ~ .........~-- EX. WW MH RIM=497.39 FL (W)=48J.26 EX SD MH RIM=497.JJ FL=489.93 I EX. WW MH r RIM=496.22 21" FL=48J.IJ I (PER CITY AS-BUlLT5) --' --.-- ,4 1/2)1 G EX. C8 RIM=495.86 8u FL (N)=49J.66 EX. CB RIM=496.20 lS-- @- -21" WW - . - - 1:;;7" ,"::::.: :::::~.:: = ~8D \ _ ~ ;- - - ~ -.>.-:.- --'-- -.--- I ~ (,1 ; \L ,\ ~ i A EX. CB A~;}T- -1- -fa RIM= 495. 87 .,. SJ: /~ 8" FL (5)=494.49 o? 12" FL (f)=493.42 \ 18' FL (N)=492.57 I ,- . a \ 12 l~;: 0- \ ~ RIM=496.29 .' / Q 0V 8" FL(E)=493.o) f. 12' Fl(w)=4b~ 33 I ~ (is) It) ~ ~-\ ! ~I; \ ~ ~.. 1n w- ~--;-1~ -21" WW Y'~ i-~ _ SD .....48', ~ ,y=; / / ~,</ EX. SD MH RIM=497.8J FL=491.20 I -OHP-I' - C..:> I~ I . .. :~' tj' >B\~~i! : J . . . +.'\t~ ':. ~ : : :::: I" ~ " \ . .. . '. ..~.'... ) .. .. . . " .. ... . . ... . " .. ~:.:<,."~/ ~~~~~~-'l" ' 1:1i~'I~;~ / /' :'!!h;"~'" 4 1;;!t;~W ,. / l;>'~'" ' ~~ L~ .. .. .. ,tj. ' ~ S:: S <.c ~. co t I ~I J. , "! ' I ~ V) ~ <'\J ""- 4 I <( / o - <J ~..u ..u ~ -uo.. tIJ--IO /' --I I , tr) <UJ$ ~~~ 0?1~~ -aUJ/ c:.~~ N/.~ Lf).J..I....J .00.. +-J UJ c.J)co_ ~Otn " , "', FL=492.65 CD " ... · .. .. ... -1 ~~. 1 ~i 'I F . . I f'W' 4 I' <1: Ci. I r ~ RIM=4~7.00 @2K FL=495.00 ~ " /1 / ~llFL=491.8:tCD & '.,1 ~ ,..".. .. - .. .. .' ~_RIM=496.80 . :::: \..!!!/ FL=493.50 \ L..~l k.a .... 1 ~ ..1 ~ b~6. ~ JD /' I: -- -...:..- -4''wW - ~ --~ ~2 FL=489.0:f ~ ------- ~ I :.- I; ~ ~ j \- 1." .WW....... J_: _. .. ., VALLEY GUTTER SL=O.75% ,)0.. ;.., i:5t 4 q) - q, Q . ~ t':/\I ~ r- u.J LJ.J co ~ ~. r- ~- U)~ Z~- -~ ~~. L.tj 0 - 0) ......J ~ ~ !:::! ~ L.tj u... - {J: ~Z L.tj - ~ ~ ~ ~ 0... ~ L.t1 fJ) LEGEND EXISTING 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 IMm MAILBOX II] TELEPHONE RISER 00 WA TER METER EEl ELECTRIC BOX l><1 WATER VALVE e GAS VALVE ~ FIRE HYDRANT @> MANHOLE @ MANHOLE g CURB INLET I~ : ". :.>~:, :~....:~ GRA VEL r~ ~ <1 ~ CONCRETE " :. ' .,:1 LYV~ BUILDING OHP - OVERHEAD POWER LINE -6- GAS LINE -w- WA TER LINE 'WW' WASTEWATER SEWER .ST. -- STORMWA TER SEWER . EXISTING DECIDUOUS TREE / '.~. TO REMAIN " ~ ~I~ EXISTING CONIFEROUS TREE /((\' ~-- TO REMAIN ~ .fIl ~ 1 : -~~~1 :~.....,........, '-'I . ~, \, \, \ r I, I I " , .. '- - - '- ,- - - 60' ~IW I ~ / PROPOSED I!lJ BFV e ) WATER METER BACKFLOW PREVENTER WASTEWA TER AREA DRAIN CLEANOUT DOUBLE CHAMBER CA TeH BASIN DITCH INLET (ODOT TYPE DJ SINGLE CHAMBER CA TeH BASIN LANDSCAPE AREA DRAIN CURB INLET WA TER LINE WA TER LINE WASTEWATER SEWER STORMWA TER SEWER BUILDING EX. CULVERT OUTLET FL=494.78 E[] it . Ja:t GRAVEL DRNEWAY TO REMAIN . EX. 8" CULVERT . J INLET 11.=494.79 " i t }-- /' $: (;) ,. $ ,. co " <X) ,. I ,- /' /' - Q. 'W FL- WW ST." Q I:r:: o I /' / ~ 2C.' ~ ;- PAVi'lG ---r: ,. /' ... '.~~ ~ J I Y =:> '_A \J , ' I I RIM=417.25 @ , "I ,I I EX. 8" CULVERT INLET I FL=495.14 " ,. ..- / / /' " ----- : N " EX. WW MH R1M=496.J2 8" FL (N)=484.92 8" Fl.. (5)=484.95 f ~ / 5' WOOD FENCE I < z o t= a.. q w I- en m ~ ~ 'S: ~ C (U Ci s.! ]a ~ IJ') 'C e- s.! c w OE ro~ O_ m:: ~~ ~~ , , oo:T N..... ".0 l1) (1) ELl.. m c C Ol 0 .~~ Cl~ I' I 1 ><<^~FL=496.40 ~ ~ >(x< X )< ~^~ ~ ~x~.. ~ YVY~ '- :;V) I T ~~ ~-1f 0: ~, ,; \::J '\ q) ,,~ '\~ FL=495.20 0 PROJECT # DRAWN CHECKED DATE 09-159 ARS CAM 02/15/2011 \ ~<);(:) ,\'v GRAPHIC SCALE 20 0 10 20 40 ......-d r '-1 ( IN FE~ate ReC81\&@a; C2 SHEET TAX MAP /7-02-33-32, TAX LOTS 6200 & 6300 , @COrYRIGHT 2011 by TOG Architect & PfannerrJlnc ~, FEB 1 S 2011 , Original Subm'ttll~ ____ ~ of \ \ ~o.g. S @ Branc~l 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 VY n w.BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying RRE HYDRANT \1_- 1~1 . . ~ 1.....A~ ' ~ L= I I :/ I .. - - 1 IJ .:J" 4 Ll ,~" i ~<1 , " ~ <! . . \ -- -~: -.~ "'......... "-'-... ~, ~~......~ -.........."" .....--...........~...__r""'....'-.<J9;: 0 -....... -~-~........ -.....--..... -.......... ~--...... '- .~ -. ~" .........49/ .o~ EX. WW MH RIM=497.J9 fL (W)=48J.26 I 1'--' / . <J, , . . - - . - " \.- '<J '~_. . ...J <i 4. ! \"; <I . ~.) . '. -<t '4 ' <j LJ '<I" i.1 <1, :,/1 -"""':1 /1 ;<:1' EX. WW MH RIM=497.70 /- EX. SD MH RIM=495.97 48. FL (W)=488.52 48" FL (E)=488.60 18" FL (5)=492.4J ~ s; ._~ ~ MAIN STj=~EET -~ ~ EX. WW MH r RIM=496.22 21" FL=48J.1J I (PER CITY AS-8U1LTS) EX. CB R/M=495.86 8" FL (N)=49J.66 EX. CB R/M=496.20 .....a..... cp (]) ,-, \- ; .':~ __~491~\J-" : + 6~ gg~" ; -T"' CD "l r " ~ ,-I -~ ! ! ~l L , I' . '- I -0-- / [iJ \ -- EX. CULVERT OUTLET FL=494.78 ..w DJ ~ I at) I --------, ~- ""..."......'\... ~,>..>w , , \ I . ./ EX. 8" CULVERT . J INLET FL=494.79 -.. .. ... .... ."./ '~:" 'f.., ...-' :~~._.. . : ;:;~'" , . . / ~" .4 <., lil,ll. . .. r or .,. <t' .. .. ... . .. .., ... .. ... .. .. .... .. -4 . .. .fr .. .. ..... ... 'fir . . ... .,. ... . .. ..... .. .... ... ... .......... / " / / ~ 20' ~ PAWN~ / , / <0 / 0) / "t t~ ~ -to , ,~ / " 0) /' v-)-) / 0)'>. ,.' '~r I ~ tl ITJQll + I EX. 8" CULVERT INLET I FL=495.14 EX. WW MH RIM=496.32 8" FL (N)=484.92 8" FL (S)=484.95 / / ---- : ~~ / ,. 5' WOOD . FENCE ! 0<:( :z o ~ q W I- en C1) to i 'S ~ c: ro Ci 2 i 'C: 8- 11l 1: w OE co~ ON <>> .. to;:: ~S@ ~~ .. ~ N...... . , ..0 11l Q) Eu.. ro c: ,. c: 0>0 .~~ ~~ oU) METAL GATE ,+ I 6' WOOD FENCE ,,/ )< )< ~x~ )< ?<A) ~ X 0. . ~ \ 'O~ ,\v ;;~ ~4f n:' R> '\ /\) "C?; ~ '\" '\~ >< X X X ,x X TAX MAP /7-02-33-32. TAX LOTS 6200 & 6300 BUS STOP l I .....- . -~'n · It ---2' EX. SO MH RIM=497.JJ FL=489.9J ~ @ SD !f~=/ . / ~,// " EX. 50 MH ,I RIM=497.8J I Fl.=491.20 </ n ~' A . 1- .I ~ 4 >- ~~ 1.0 I ... f"')q: c::) <1 I <:1, \' I 'I '1 o ~ ...,. 4 .~ . >- L ~ ~:5t <1 to "'""0:: d . c::i .- , '/U ~ rI) 1\ TC:497.65 AC:497.15 ! ~ I -: 28' PAVING . I -i Q .Ci:> . <.5 '8 jl I .i/}! I I . t:i I I ~' il~ ..J I: -I: . . . r. ~. '~ '""i- . L: ' >- " .. ~ ~ I4i '.1 ~.~ .' j ~,;' ~ ~ lQ -50' ~/W n, TBG' ARCHITECTS & - PLANNERS / INC ~ 132 East Broadway Suite 200 Eugene, Oregon 97401 - (541) 687-1010 Fax (541) 687-0625 CONSTRUCTION NOTES: (]) CONSTRUCT VERTICAL CURB. PER DETAIL 1, SHEET C4. (1) CONSTRUCT ASPHALT PAVING. PER DETAIL 2, SHEET C4. (1) CONSTRUCT CONCRETE SIDEWALK. PER DETAIL 4, SHEET C4. o CONSTRUCT CURB ENDING TRANSIT/ON FROM 6" EXPOSURE TO 0" EXPOSURE OVER 12': PER DETAIL 4A, SHT C4. (]) CONSTRUCT 12n WIDE CURB OPENING WITH J'XJ' RIP RAP PAD. o CONSTRUCT RAISED CONCRETE CROSSWALK PER DETAIL 4 SHEET C5. (j) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH WITH CURBSIDE SIDEWALK PER CITY OF SPRINGFIELD DETAIL #3-22. CD CONSTRUCT ADA RAMP, PER DETAIL 12 OR lJ, SHEET C4. o CONSTRUCT DRiVEWAY APPROACH PER ODOT SPECIFICATIONS AND DETAILS. @ CONSTRUCT 2' WIDE CONCRETE 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. - / ~..u ~ ~ o -I -..u > -..u C) ~.u ~ <( /1 o SITE DATA CUT AND FlU CUT: 600 CY ~ FILL: 200 CY ~ - LEGBND ..u ..u ~ -Uo.. tI)--10 /--1 -tr)$ <(~.u ~C2> o()~~ -oUJ c:-/ N/<( Lf)UJ--I 100.. -I-.J UJ (f)CO_ ~O- ~.Jj tr) - - EXISTING PROPOSED PROPERTY LINE : ~ " FENCE " " " '\ " " '" '" EDGE OF ASPHAL T CURB _489.0- CONTOUR LINE ---- EASEMENT .JL SIGN W + LIGHT POLE WITH ARM -II- POWER POLE ( GUY WIRE IMm MAILBOX IT] TELEPHONE RISER [0 WATER METER II] ELECTRIC BOX t><l WATER VALVE e GAS VALVE <> FIRE HYDRANT @ MANHOLE @ MANHOLE ~ CURB INLET r ' ,.,,] GRA VEL .. ..... ..#.... .\,' ~ ~ ".. .." ..,'~ -', I ... ""', '. ." ,41 CONCRETE (YYV"j BUILDING OHP OVERHEAD POWER LINE - -6- GAS LINE - -w- WA TER LINE - 'WW' WASTEWA TER SEWER - -ST. STORMWATER SEWER . ~~'/ " EXISTING DECIDUOUS TREE ,', TO REMAIN _...:~~ ~~ EXISTING CONIFEROUS TREE TO REMAIN CURB 43/.30 " PROPOSED SPOT ELEVA TION AC C TC TOP OF ASPHAL T TOP OF CONCRETE TOP OF CURB DRAINAGE FLOW ARROW BUILDING ~ I I- LJ.J ' L.U CO ~ ~ t-... - I- ~ = t/'} I'... ~ ~: Z c - ~: ~~. ltj 0- ~ cd ~ ~-- U"') u... ; o?jV= z= U"') - I'.. ~ . ~ c.. ltj (f) : GMD-~G & ~AV 'JG 0 _A '.J 1 PROJECT # 09-159 DRAWN ARS CHECKED GAM DATE 02/15/2011 - SHEET C3 40 GRAPHIC SCALE 20 0 10 20 .~ 1-4 ( IN FEET ) Date Reel;vtld~OPVRIGHT 2011 by TBG Architect & Planne~lnc 1 S 2DU ~ Original Submltt"'f ill if 0-:' Ii p~(5 - .. 4) . (.)~ ..... ~ :.t:: Cl':) O Cl)o ~Q";) M ~S ~~=~ ..... C> lO Q.) ~ tlO C\J ~ .. Q> I ......... <U ~ 0> """",.dOr- a to) '" l'- Cl.)cS...-. ,...... ...... Q> Q";) c:dC":)c;O tn"tf'Yle C) r:= ~ tlO .~ ~ 00 . TBG SET RIM FLUSH TO FINISHED GRAD; COMPACT J/4 11_0 BACKALL IN 8t1 UFTS AROUND CATCH BASIN \ ~-~~~'~:-~~-~~~'~ :'~~~'~~~ L WITHIN PAVED AREA r UNDISTURBED SOIL f ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ I I ._-------------------------~-~~- SiRt~~8RE '\{::;;:~l:;.:I,f;E:: = 4" OF J/8n DENSE r LEVEL 2 HMAC PAVING (COMPACT TO 91% RELATIVE COMPACTION RICE) ..... ClI'\ Q.t) d . ..... ~ Q.) Q.) ~ . ..... bJ) ~ ~ ,.Q <:.) ~ Cd ;.... CQ .~ rHEAW DUTY ~Wl~E-PROOF d ::'::':'::'::':'::':':'::::':':-: { Co /~i{ - --:> ~0A . . OUTLET PIPE ~~ ~7ffff ~N5E~m ~~~ ~ ~ . '~\j<'-...:. "FERNCO" ~'>%~~ <'-l v >0>~ CONNECTOR <<<<<~ ' . :(<<,,~ ~~~ ~ '~0%~' ~t~~~~~ )}~~~~ "-~Ffr~SfuJltt L:~0Y/:'<<<0'Y" ",,< ,,000 CLEANOUT LID UNDISTURBED SOIL OR / J" MINIMUM COMPACTED 3/4"-0 ENGINEERED FILL CRUSHED ROCK BEDDING "GIBSON STEEL" OR "LYNCH" MANUFACTURED 10 GA. ASPHALT DIPPED STEEL CATCH BASIN 24"x24H ~ C',,) S] o <.l q.B bDO d OJ .... t-' J.4 . Q) a= Q) 0 ~;1 .... .s bD... d 0 ~ ~ ..d lJ) ~. ~ Cl$ . ~ lJ) ...... OJ . ... ::.a I: C',,) I'; .5 00 . :s! .... t,,) ARCHITECTS & PLANNERS / INC (2") 3/411-(0) CRUSHED ROCK. COMPACTED AT 91r RELA TIVE COMPACTION MODIFIED PROCTOR . J t 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541)687-0625 COMPACTED SUBGRADE AS PER GEO- TECHNICAL OBSERVA TJON l'- l'- ~ 0) a= o ~:Pr- ~b~~ ..::s tIJ .. Q ~ "'C:tl cu.eJ~<O &~~~ ~ t!i;; ~ _ cd c.e...... ~ ...... ~ ~ =: Q";) en - e ,- ?<~<<~<<~>;%~/~~,/,/' ;{/;(~/':./(~~~<<< /; " '-, '" ""'" ~" '" ~'" ".I '- '<",/ '" '" ~ """'-,. '" '" , " '- '- "'- "- "'7/~>/)Y/, v/;~/>~:>)),<A"'/' ~ ,)' . "',2" J/4"-(0) CRUSHED ROCK, COMPACTED AT 95% RELATNE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE AS PER GEOTECHNICAL OBSERVATION. 3- MIN. BEDDING ~ t f4\SID~'J'lALK SECTION \::./ SCALE' N. 1.8. PIPE SIZE AND TYPE Pl:R PLANS NOTE: AT CONTRACTOR'S OPTION. MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH. 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. G~" DJrAll, NO'l&9: - /. CIVIL DETAILS ARE CONCEPTUAL AND MIGHT CHANGE A T THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL COMPL Y WITH RELEVANT CODE STANDARDS. EXPIRES: DECEMBER 3/, 2012 * UNLESS OTHERWISE NOTED ON PLANS -- /. ..u ~ ~ o --I ..u > =..u o -..u ~ '0 VERTICAL CURB DETAIL BCALE' It T.8. . f2\ AC PA VlNG SECTION \V SCALE' N.~8_ o ~~~ CHAMBER CATCH BASIN '0 @ CURB ENDING SCALE' N.T.a TYPICAL TRENCH DETAIL SCALE' N. T.8. --I 0.4""'--' , / " 0.2" l- 0.9- -l T ~o\ ~/ USE AASHTO M-248. TYPE N. ALKYD~RESIN TYPE (OR APPROVED AL TERNA TE). TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNESS OF 15 MILS (O.4MM) /"" WHERE SHOWN ON PLAN 5' < /' CURB ~ (\,1-_ I':::.~'''''::,~,::,~,,~~','::::;~''''::::.,'::::; I (.::..::::::::::::::,.:::;.:::::-.~ ,:;-::::::,' ~ . 8" ROUND GRA TE REMOVABLE BICYCLE-PROOF OIL & GREAS.~~ GRA TE t;;;. / LOCKABLE COVER FIL TRA T/ON SYSTEM . I :". .. " ~ " J L ::. ..'"., ..,.,' :'." .". -=-. ~ ' . ':~"';,;.' .:?' :... 4:: :r- _= A ....,~<:' ,.~,., '..:'~ ::'~'. . <t 4: /' .. <; ~. <<.<1 ,v .. w;t :,;.. ....;,'...:'~,:'; . "'.' .:'~,~, :.e"~ " ~", '......'.. ,_ <1. :~.,".,<l ~ 6 PIPE ::\ ";>0 y~~., t, ~':-# (SEE PLAN> , ~~-<(<\ ""> /.'" ," ': ':: ~~~:'." . "~..' "v.,'.':: ", ~~~'<<.. "~ ~ ~ ..: .:. ~.. :\~>:::::I'---"FERNCO" ~~~ ": 24" . .~. ~ ; .,.. ~ ~~ HUBBLESS )::;'Y~}$fJ,~', .. r - ,~:. ..>>~ ~~ CONNECTOR ~~~~, ",.' ; ,',. ' ',' . ~ %~" ~~~~~~~~~~~~>>~%%~~~~;A~Q'wf~E~1ffGED /--. :XY~,,~,,<<~~0,,/"-' //, //,. / /, / /' /, /, /./' CLEANOUT LID \ "GIBSON STEEL II OR "L YNCH" UNDISTURBED SOIL OR 3" MINIMUM MANUFACTURED 10 go. STEEL CATCH ENGINEERED FILL BEDDING BASIN 24"x24"x36t1D RIM TO INV: 1.2' ~TE NON STANDARD ~ TO INVERT DIMENSION I~ ~ / 1 S/GN~ / CONCRETE WHEEL STOP TYPICAL 4" THICK CONCRETE l SLAB OR PA VERS / " / .1, .'A l> . A' . ~ 3" SEWER AND DRAIN RISER PIPE A ~ '" cl ~ l> l> ,.' t:. . 6. ' t> t> , . ~ ~ ~ c::.. ..... S2 0:: 0:: ~ ~ C J- ~ 0 ~ ~ ~ ~ (1) l> b b ~I ~I (0 (D - - '. .. ~ -- PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWINC UNDER ORS 811.620 AND FINE UNDER ORS 811.615 6'-0" TYPICAL '-- 4" STRIPV TYPICAL 3" TO 3" SEWER ->--. AND DRAIN REDUCER , ;. f. 9_ \ ~- . . G, SeiER AND DRAIN PIPE L/14" BEND SEWER AND DRAIN ELBOW SEWER AND DRAIN P- TRAP - 2' TYP. ~ ..... .,. ., .... ----0 3. TRAP ----- PRIMER FITTING ~. 1.66':'" ""II1II- 'Ii. ~< T~'@ @ @~2 - ~"ij @ @ @ ~ ~j '" ~@@@@~~ l~@@@~~e: 7 RAMP WIDTH , ...... ..... COLOR: VAR. ~ SAFETY YELLOW <eo.." Cf.RB en gs u VAN ACCESSIBLE 0.9" ..... ........ ....., ,. v <( /' o ., II TRUNCA TED DOME DETAIL WHEELCHAIR USER ONLY ~ ., '- 81GNAGE AT HEAD OF EACH SPACE. MOUNT BOTTOM OF SIGNS AT 84" +/- 3" ABOVE PAVEMENT AT EYE-LEVEL c 9' 8' - ~ ..u ..u ~ "- U CL (J)--10 /--1 -UJ$ <~UJ ~C2> o()~~ -C..u " c:;~ N.J.J--I ~O~ (f)CO_ ~O(J) PA VEMENT STENCIL WHITE. BLUE BACKGROUND AND BLUE- PAINTED CURB OPTIONAL 8'-0" . 9'-011 COMPACT SPACE STANDARD SPACE'i . COMPACTED CRUSHED ROCK - - ROutl) eRA TE WITH SEWER AJI) DRAW ELBOW RAMP TEXTURE PATTERN DETAIL - j f6\ DOlJBLE CHAMBER CATCH BASIN \V BCALE' N. T.e. f7\ DISABLED PARlUNG SPACE DETAIL \.:J SCALE' N. Te8. f8\ PARlUJ.~G SPACE DETAIL \V SCALE' N. T.8. · f9\ ROUND AREA DRAIN DETAIL \.V SCALEr N. T.B. I : t;\ TRUNCATED DOME v:::J SCALE' N. T.B. f/4. . L 2' 4-3/411 , /=== / r L_~_ :'~ / / .,-"" I \ \ ) ,---- ~ I \:it - .. RIM: , SEE PLANS -I J v u ,,' ' ,to .SZMAx. ( ~:I"';"~:'4",,:.J (TrPJ ~~ Ei -'~ SECTION A-A ~ " GUTTER ~Z MAX. (" NO ~4'1" . ,'~' ,4, ~, ,:.~ (TrPJ x\~ A-A --//2" X 2-//2- SQ. EDGE FLA T BARS SIZE PER PLAN 7 b~' FLt (SEE PLANS)~:t, r>l> I-- u..J LJ.J CO . ~ t-..... · I- ~ = <J) f'.... - 0)-= Z "'41 ~ :;: 0- ~ '- tr) 0 . 0) uj ~ ~ _: l1) u.. ~ lJ ~ Z tr) -. f'.... Of! : ~ a.. : l.J":) V) ~ A' ~ i"AST IRON mAUC- AN't'l RISER 0.0. ClN'SUc-n COVER' - ADJUST TOP TO ~1..U~ 1/2U!IN. fGRADELV MATCH FINISHfD 211 MIN. GRADE · _m~ti~~~H~~~iJ~,~t :'"'' 'r.,!.,,: ]!~, tm mill~~'. ~~: . ]!:.{ )q~ )~, .<..! " \ ,. . ..... t,.. >'f;!5.,<'bb.?5~ )~~()~a _,: ,:'.-':; , , ~:<'.;'.:'-r"(~' _':{O~I...___" :t ~\~~(4.~~-' ~ :':.': '1-J ~ i :;~};~" ;;: ~GS ,: ,,~...y - ~ "~:y')~rc.t.l;\,.r'" ~,. : l2L.l iQ".... _ I' I PROVIDE 1/4" CLEARANCE ',' ___<:,l \,.y>.d:. : 'v~q BfJWEEN CONCRETE PAD #4 HOOP AND RISER PIPE. 4'1 CENTERED IN - - MIN COMMERCIAL GRADE -- .. CONCRETE PAD (WITHIN TRAmC AREAS ONLY) " . , t. l> -. _" i ~ .. c:o ('J l> '; f> A ' l> C/) ffi <= a:: o. (J(() ~ 'l;tf\') 7 n .?f :01 't> GUTTER NO LIP GUTTER NO LIP . )(;., ~ h :!> :, "l . ~'. 11 ,: (J. 3- X2-/12" X3/B" I ANGLE , " . , J . I> . '. tf l> . y. ~. ~.' N -r- 9" SECTION A-A -WITH MONOLITHIC CURB & SIDEWALK 911 SECTION A-A -WITH MONOLITHIC CURB & SIDEWALK (') I 't>l>- . . , ~ " "1< ." ~ . '/> ,~ to t _ 6- J- - ~ ': " ,,,: ,:,' 1 ~ _ 6" ~ _ 2' 3-3/8' ...J6' 'J(o 3' 3-3/8" " ,t 2' 3' ",1.' .. l' I>' .' . FRAME PLAN 24' J 6' _ 36' t , U If ~ ~ h') I (\J Slope 2% max. Slope 8.33% max. .. <? .. I t SECTION A - A SECTION B - B ~'----5/8' X3' BOL T----- ~ _ ' 2 EACH END 4 - ANCHORS "-.J 114' . FRAME SECTION ... Slope 2% max. Slope 8.33% max. ~ .. ~..... ........ "'J .................... ..................... l1li...... ..... ....... ... .................... ....... ............... Truncated dome detectable. warning surface 2-112':- . B <f-- c~v -):-=- A~ _S NOTE: 3/8' CROSS BARS SHALL BE FLUSH WITH THE GRA TE SURFACE AND MA Y BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS. 4'X4' MIN. lANDING 2% MAX . p. , : ' '1>, r" .............1 ......... ......... .......... .............. .................... .... .............. ....... .. ......... Truncated dome detectable warning surface A / 4>. = .. A A -0," < I ~ 2' 3- SQ. EDGE FLA T BARS ~ <i z Q t- eL q W J- (j) (j) l() ~ '5 ~ c: lU a. .$ ~ \1) .!a e. \1) 'E w ge o~ m~ ~~ 8~ ~:! ~;! ro c: C rno .E -g ~ ~ Off) ---.... 518' X2-21/2' SQ.__ EDGE FLA T BAR ......., 5/8' X2-112' X30' ~ SQ. EDGE FLA T BARS --. -, I> ::t ",' .,. , . 1>:;1> . /L '\> . ~ B -< PLAN NOTE: 1. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. 2. PROVIDE RISER SIZE AND MATERIAL TO MATCH CARRIER PIPE. (4" MAX SIZE) 3. ALL CONCRt:./ t. SHALL BE COMMERCIAL GRADE CONCRETE. 4. PROVIDE TRACER WIRE AS REQUIRED BY LOCAL CODE. ! SPACING 3- O.C. +3//6- +31/6- 5/8~ f-- 5/~ J-- I II IJ II II U II IJ U U 2' 8. PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 NOTES: I I. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 2. 6-2 GRATES MAY BE USED IF APPROVE.D BY THE ENGINEER. 3. CATCH BASIN. FRAME. AND GRATES SHALL MEET H20 LOADING. 4. INSIDE FRAME DIMENSIONSI 2' 3-3/8' X 2' 8-//2'. -SCALE FROM PLANS .t ~ .. (\J PERPENDICULAR CURB RAMP GRA TE SECT/ON TYPE I r . . j PLAN C4 ., SHEET Date Receivld: 1 5 2011 : fi(;\ TYPE-D CATCH BASIN . \:::.:;J SCALE- IV. T.8. fi1\ TYPICAL CLEANOUT "-::J SCALE' N.1:8. " '~= . @ ~ N.f!RB RAMP DETAIL @ ~N.f.fRB RAMP DETAIL @COFYRJGHT 2011 by lac Architect & pSannc~lnc OriS..' SI.h1r'l"'i~ty~J , I ....-. '5 of I ( p:t~eS I l. -~ ~ , I TBG ~ r~~' .~~ <J "'.~ ~ ARCHITECTS & PLANNERS / ,INC 01 ~ ">!. ~ <V '" W <V -1.' '" ~ ~ ~ .... ~ .... <V '" '" + <V '" ,-~-.:. -"'_": _'~~ L: *' _..: _'~_": _ _ _ _ ~..: _'~": _"" ~ .~. *' .' ... ...... 497.... ..' ..' - ,l'~ .~. '1.0 ~----q. ~, .... V --1' <V~ \,..jr ~, + ... "5~, <V ,~, . ~. , "".~..-- . .-"'-./ . - ~ '\ .4\ ~ \ . <- . ~. LJ I /- '. ,.0 ~ '.' .. ,~' . -l' . '1-. <V . <V . *' . '.jr . + ' ~, . ~ *' l + + ~ + ~ .... <V <V + <V <V + <V fi -~-~~-~~-~~-~~-~~-~~ 'I' ,t, ~. . .1 ~ 'l- + .~, ,~. 'I> ~ '4' I : B '. ,,v '.. '.' '-I' '-1-' 'v 'I' .J. -.I' + .... - '.. '1'1 I- '. ol' ~ 01' + '.- ,~ '" w ____ - -=-- ~- -:r- -..- ~ ~- "';""" -...- -:-- ---..- __ -.v- _ . '" ~ -vi ......,. .' " ,. '" '" '" '" . - / 'I> ~ I 'j' +~, '0/ ~, , .... .... 'I' ~, '0/ r +1 -I-' '1,t 'j, '0/ -.v -,. + , oJ> ~', I 'J' 01' 'v '" '" 'I- 'j, *' + ~ ~. *' -I- .,. I + '1. ,~ 'I' 1-1 'I' : 'W' '~I ,,- 01' 'j' ". 01' / ,0' lei . >l' + + >It :)) '10) o/~ 'j, ,., .... *' " / ~, ~ ~JNFlLTRAnON PLACE J'X3' ClASS 50 . . 'j. 'I' I'v BASIN A ~',j RIPRAP PAD AT STORM / _' 'I' 'J' I. 01' .j..1t OUTFALL - = '.' '" I 01' .., 'I' - ~,.- \'!:' .. / ,'~' +1>1 I J" .' w . 6' ST ~ '" '" ~' J' ~ A ~/" .,,0' :. ",' ,I' ".'/fVPLACE RIPRAP - '1-' .{. I 'j. .!- 01' PAD AT , 'j,> 'j> l> '.. f -j', CURBCUT / " " , I '~\>' 'I' I ',I' 'j '4'. ' !. '. ." 'I' · .' r I' CURBCUT . .- //<3:; '" .' .J ~" ':~ / FG=496.00. I ' / : 'I>" - 'I' I ,t, '1:<),1:. RETAINING WALL OVERFLOW -' ,'" 'I 1.1 -I- 'I>; SEE DETAIL Ii hrrCH INLET ; ,~, '~. I 'l' ~ 'I' ~ r . <s. -v v ..,~, THIS SHffi , 'v ,., I 'I' ,~ "1' 'I' ~. vi 'I' ~'l' 'I' 'v I 'j> ~ '.v VI -I' W ~ LANDSCAPING PER 01- '~'l' ~ ~: lANDSCAPING PLAN C >l- .... II 'I 'I' i .t. 'I' I 'I...L: ~. '>j' 'I' I' 'j' '-l' '.. 'l.' I >l- '1 'v 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ,~, *' 'I' ." ,. '-I' ~- '<I' W ~. ~. 'j,- '1- , 4 .<; w ~ ~ ~ ~ '.1 VI I <l } Ai 'v '-lr '-lr '-lr '-lr '-lr '0/ '-lr -r-..-v----"F- ~ '-lr ~ l' 'CURBCUT -v '" .... ~, ow 'v . "" '" w W W FG=496.70" 1, ' /" ." . 497...... ". 'V - 'V 'V 'V ' -- - -- - A ~~496 w.q~ ~ -A'- - -: - -; "#:-w~ -; ~ .{jyr:- ~. '-lr P, 'W '-lr 'W ~r' ~ -.l- ~ l-- V W oV "", ; Io,j# '" 'II '-lr I '. "/\ / PlACE RIPRAPj~~,~' ~f1L1RA'I1q,N'-:~ . PM AT .' p ~ l1/tSlN'II C -r .. =- r,- ................ . CU ?8CUT '-lr '" '-lr 'I' v <J' . .:! I' '4.0 'II ,p .... '-I' w 'II '" '" / I / l' CURBCUT FG=497.00 PLACE RIPRAP~ PAD AT 'v ~. .~ c ';r o,j. '1-' oj- .... 'V ~ -.I' CURBCUT . , '-lr 'lI It 3: 1 l- ) ~'~~N~L~;;;~: L1 -40 '.' BASINv B '. ~ / PLACE RIPRAP ,< '" \W -< W ~1~;: ~tJktk 'I' \ 'I. ,~, ~, 'I' ~ - "-- , .. -.I' *'..., l' CURBCUT <J 'P" ~, ~ 'I- 'p ",. 'I-> 'I '1-' --t. FG=497.00 / '1-' + 'II *' ~ ~ 'lI So' ~ ~ oJ' oJ 'V \\ Q' , "'~' cp' /.)'" ~.... 'W1'W *' t; It - ~. 'v <S' 'v oJ' ... I ~, ~i '1-' <S.' \~. 'I' '. 'I W~j' 'I' '>4' *' '1-' 'j' '.' --.' 0/'7' -I' -j' -to . ..v -+ . r") '-I' .... " .... GRAPHIC SCALE o 5 10 I r ~ 10 20 ./ -..u ~ CL o -I ..u > .u :J ...LJ ~ 'V ~ -1 ..v 'lr " :7 o""<tVol,.o.ll.l4:)"'O"', oO<)O<reoooooo, oc.ooc",nOOOi)f o(t,c.Oo'OO(}Oo-O. ~g:g:~:g~g:~ (lOt-OOllc.OoO / cgQ.~o~ogo(l ---- ( IN FEET ) ~-::: /:"~T W W % yV~ '. '" W GRAPHIC SCALE o 510 I PLAN VlElr JO 20 ( IN FEET ) PLAN .l'lI!;W I 'I' OVERFLOW OffCH INLET RIM=496.70 CURB AC OVERFLOW DffCH INLET RIM=497.00 CONCRETE SIDEWALK .v. 1.1 )' ~ .J, ,~, -~ 'V~ 'V~ ,., <I ..v - PLACE J'XJ' ~ ,j.' .J.- .. ~~ ,~' CLASS 50 RIPRAP _ oj' 'I.' I oj - ~? ~ 'I' PAD AT STORM 'I' .j. vi '_ OUTFALL '1' ,,'!', 1'1' ,J. ~..I ~' , '-.;:.~. ,.!. " ~" " / ~'< ' - "'" 4ST' ... , 'I' 'I> -II . oj, . . of, , '-I' " "./! ' '. . ~. t::; ;.000"000.000' /~000 / ;eo.Mo.oe;;o;; ~ ::igg:!gg:gig - . . /; -~~~~g:g:ggg . ,flOOOGOO<>Gl1Qo- )OOO"OoOoqoOo <0 )CaOoOcot')o.OoOo / )0'000000000000 ~;g~g;g;g;gig ~g;~~g;g~ " to . -- ",. -- - '. l' CURB AC J J "- FL=494.70 18" GROWING MEDIUM (J 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 WffH NATNE BAR RUN <( /' .u 0 ...LJ _ ~ .- -Uc... UJ--IO .,., --I ~tf1~ ~ ~~~ o<S~~ -a L.U · C-/ N/:<( Lf)UJ--I .00.. ~ UJ ~C!)- Lf)OV3 18" GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE 1an GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE MINIMUM 18n OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN - "'/ ,. . w~, ',: f '/ --,- , , ' 'j/ /:. I 'l/ ,~ ') A '-', (,-,~ 1 ", '1-' oj! ~ 3;,. ,~,,-q.!INFlLTR{lTlON t ~ 8w 1 ~ ~' ~I BASIN A ,.- ': -N~.' IT-otj-:j;, w ~. ~r.",!5,3.;'i.~{> ~ -~~}~~RAP \~: "';/ , .~. I OUTFALL ~ I I RETAINING WALL B --1 SEE DETAIL 6 THIS SHEET ~ ...:' MINIMUM 18" OF 1-1/21' WASHED DRAIN ROCK- DRAIN ROCK MUST INTERFACE WITH NATNE BAR RUN ~ oj, <I.-' A t :~~ 0/ 0/ SECTION A-A SECTION A-A N. T.8. N. T.8. I - 0 INFILTRATION BASIN C PLAN AND SECTION SCALE' "-10' GRAPHIC SCALE 10 0 5 10 ~ I. I ( IN FEET ) t;\ INFILTRATION BASIN B PLAN AND SECTION \.:::,) SCALE,,' -/0' 20 PLAN l' J1t;Jr GEl\#JS.rlAL DETAIL NOTES: I. CIVIL DETAILS ARE CONCEPTUAL AND MIGHT CHANGE A T THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL COMPL Y WITH RELEVANT CODE STANDARDS. r CONSTRUCT/ON / CONTRACTION \ JOINT AT 30'-0' MAX. VERIFY COLOR1 JOINTING OR STAMPED PATTERN WITH ARCHJTE~TURAL SHEETS. .... - f- UJ u.J CO ; ~'" f- ~. VJ '" ~ z (j') - - e::: c <( '~ ~ 0.., Lt1 0 : (J'") ...J · ~ ::! ~ l!) u... ~ ~ (J- ltj z ~ '" 02 ~ ~ CL ~ l!) (j) ~ L ~~;> (3) i' DIA. SMOOTH DOWEL __1"_ ',. ~ EMBED 6' MfN. GREASE ONE ~ SIDE OF DOWEL ~"''''r ~-.:.r, 4 '-- -_ ~ :. I " ~ ~""".", .', ,..' .... ... '..' ~ .. . < . SG ""''i:t:.'~ _ \0<. 'W~~ . 6" - 1.5" CL (J'(P. ~ TOP AND BOTTOM) " THICKEN AC / AT EDGE TO st::= 1 ~ . , , -%.1:1< FULL DEPTH ;::.:.--:;-, <1 " : . <1 ' . ~ OF CONCRETE t r: ~<1~'2iAYERS6X6x10 iVWM~7~_~4 ~ (TYP.) ~/-.:-- -......-----..';...... -~..- - ........---- ~ 0.5' . , ," 0.6' .e.. J ~ ~. OVERFLOW Tr RETAINING WALL ~ L DrrC!! INLET , HEIGHT=2.Br o 4J RIM-496.DO AC ~~ ' I ~- . .1.', B01TOM=-'- ~,~~4.~~. ". J' '''; ,"" _,', ,'", f,..,_,_~,., FL=494.00 ~' . :0.,;0" :,:~:.~-~:r.',.::,;~~~; 18" GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE - -: - .. 8" HOLD HOR/ZONT AL REINFORCING 2' BACK FROM JOINTS 21 6' 4' 6' 2' - ..... -- - - SECTION a-o (2) *4 HORIZONTAL" BARS. (CONTINUOUS) <:0 - r-4 DOWELS ~~ -.........J AT lB' o.c. /J 31" " , '" " a:: ~d 314' -~ COMPACTED GRA VEL TO 951 MODIFIED PROCTOR RELA riVE. COMPACTION. CURB (7YPy CONCRETE WALK MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN , ..., ' ~ i ~ 3' AC,-PAVING l: " ~ , ... t' ~t / ~ ..; , 4-! " -\. . -~ ~. ~~__(2) -4 LONGITUDINAL ,?:, ,~BARS, (CONTINUOUS) , ',m '~"M~~~ A '~ ..r , , ". : ~4'. . ~ . ~ ' 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH AS SPECIFIED "- _ "- 3/4" ASPHALT CONCRl:./ t 'c , ...J~ ;i~ ~J- ~,~ ',<1' .' .' >4' ~ <t ' ), " ~ <1' '.$ , , 4' CI <1 ,-' . <: '. - ,<1 :s 1 , -4, ' ,';., . , ~ : ...<.2: a.: '<1 ,': ',.. <t' . , (.) '.& ' <1." '<(, ,,"4: :" < ~ ':' :,1:12: -::> ' , ..... . .'.f, ",,~MAX-a' 4. . . .' . <1' ," A' . 2' SECTION A-A , 6 " <1. . . .&,' <! CI ~'4.' ' " . '" :c:: : '~.a" s: ~ :'" :'i:, ~ > " ~ ~ , ,. (.) , <( ...... on ._1 :.~ : c _T~-(.~O,\J 3AS''JS & ) :- A. '_5 N. T.8. 3r ~/- ~, .. .--.-.-..--. '" -:--:'. "'- -.-~--:-~~c; " . ' ,:' ..,,:'., .. 4' "., ,,': .,': ",' . , . , , <' . '. ~ ~' 3'" l ,"",', . -> '''::''''~'''',';'':'' ::i ,c,':, , ",:~ :~~:' ,.:'.'::, >: '..:':-:- / \ /5 REBAR 6"-3/4 (0") CONTINUOUS CRUSHED ROCK GEOTEXTILE FABRIC " h " , 4 " . . ~ ,~1:12"',~",~. '~' , , ,MAX " ' . 1. ',' .d,,' ~' <:0 , " , ,'I. . a: " tt)d 22' ~ ~ :I~~ RETAlNlNG WALL "'V I CONCRETE AC "\J r 2.5':1: SIDEWALK \ ! .,' "'. ~OTTO~=4~4.~~ ..,. . ,,\~ . ."'...~..,. .......... ".-""'f..,,,,'y..., _.....,.. .._'t4_""...~ '" 'i-....'~4~~~~~:-{...:"l:"\...<r;.~~..1'.."V;:....." w!,."J.......,~., ....\i..J":"(... . ~~~\':-;;~".~,..~:;.~r<;I"~fO:'-:..:..>:-.". :,.f _ 18" GROWING MEDIUM (3 WAY MIX:J I . SAND/LOAM/COMPOST) 6 STORM PIPE - MUST HAVE 2 IN/HOUR INFILTRATION RATE , "., I.. , ,~ ", '" <1 ,:, ~, . o ~ ....... ,~ 2- '/; , CLR. , . TYP. (I.) . C)~ .,.... z ::= 0':) o Q) = a~ J:..t Q) = ~~dt;: ...... 0 If.) (I.) ~ tU) N ~ .. Q) I ......... ..1.... 0) "~Or-- S t..) .. l"- Q)QS- Cd ..... Q,) ~ .,.,. ~ ";i lO ....... ..qt 00 _ b.O .e. ~ rJ'J . lOti MiN. 314" - l2 CRUSHED ROCK COMPACTED TO 941 MODIFIED PROCTOR RELA TIVE COMPACTION. P> -t5 <( z o fi: q W I- (i) m ~ '5 ~ c: ctl 0.. ~ ~ (/) . c:; e- ~ c: w OE CO~ 0&.0 (1) " ~::: d;@) 9..... ~~ N..... , , ..a ~Lf co c:; c: 0> 0 '~ -g ~ ~ 000 ,,6' / 22" :- WALL HEEL , 28" FOOTING :;; WIDTH , ';':\, "<1' ,d 4 :s , : "<f' A <1 "4 .4 "'. <1' ... bJ) ~ . ..... M Q) Q) = . ........ bD ~ ~ ..c= C,) ~ c:\S ~ ~ ~ / ~. , '.1 .... '([, . "; c.> S] o c.> C> Q) . ..... f:U)O .6 ~ J.4 . Q,) = Q) 0 d:::t ., "' d 0 r:l ~ ~ a c.>~ ~ . J.. m c:Q Q) ; .a : c.> = .5 tI:) Oatfl f lIved: 1 .... tJ .- r~:t:.a-' . ~ @COPVRlGHT" 1 by TBCArchited& Planner.:/lnc '" II.... 1 ~ ,; ," ,., ",', ,,,,,,j NOTES WITHIN 2' HORIl. OF RETAINING WALL FACE. LIMIT COMPACTION EQUIPMENT TO "JUMPING JACKlI OR WALK~8EHIND COMPACTOR. MAXIMUM 4" LOOSE LIFT. USE GRADE 60 REINFORCING BARS, CONCRETE COMPRESSIVE STRENGTH: 3500 PSI SLUMI'r 4- 1 1/2- WA TER I CEMENT RA TIO: 0.48 OR LESS 18" 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 Slope 2% max. Slope 8.33% max. <F .. MINIMUM 18n OF 1-1/2" WASHED DRAIN ROCK- DRAIN ROCK MUST INTERFACE WITH NAnVE BAR RUN PROJECT # DRAWN CHECKED DATE 09-159 ARS CAM 02/15/2011 z.- ~ t"- el) ~ o ....., be Q)<1>r-- ~~.sgs Q) 00 ..Q 1:: "'Ctl ~..t:I'G.)(Q =~~i! ~?"QI) rcl'"'-l-=- <<S .-- Q,)e....""ttt ,..,.. ..... ~ It:> ....... C") tI:) _ SECTION B-B r ........ .......J ....... ........... ........................... .............. ...."'.. ...e....'........... ... ......... Truncated dome detectable warning surface in compliance with 2007 OBSe Section 1109-/6 N. T.8. 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" o .".....'. ~ . . j.t: '" - (13;; ..' . ......,. 5S. . .. . .. - ,. -'. lh; If,' '" . , . ..... ~ " . .. . . . '.'~".".'. 0" i, ..~~ .... ':.' ............ ~ .. .. . .. . . .. . . . . .._ .'. ,'J. ..... ":':. . :. . . :' .' . . . . . LAI .: :,' DN 5'.G' G'.5" . + 10'.01J. I 2'-0'; : n, + ., ....'lI"yv... 1. ""I ,,; .. :. : t01~ + > _ r ,': t::\ r-' :': : ~ : : : ~ . o ~ z ~ J N (f) f' -.J <:0 LO 6 9 "-' 5'-011 SLOPE f DRAINAGE EASEMENT MAIN STREET (PRINCIPAL ARTERIAL STREET) I 181_91~" ; ,t. w in . ~ (f) u <( o :z 6 ~ U> ~ UJ UJ ~ ..... V) -J CL 'N CD I N (f) f- ~ V) ~ ~ln LO~ u ~ :c J- ::> o .. ... ... .. .. . " . . .. " "1': . :.1. , :.1 " '... I DW~. V) 1 ::c f- ::> o V) ~ ~ 8 b ~.; ~ o -' ~ 25'_011 C\J NEW CURB, GUTTER * --- ;;) SIDEWALK UNDER SEPARATE PUBLIC lMPROVEtv ENT PERMIT .. I ~ '~J . + 1, . . 1, , N @ l ~ ~ o a. ~ @ ~ > ts $ ~ .9 c: ~ olS -0 C N l() ~ l() o ~E ~~ 8~ ~~ ..., <r- OO O:::N a.. _ Rj:! ~~ ctl C C 0)0 '~ -g ~ ~ OCI'J N @ 9'-0" , 1/ JI .. ..! .. ~ ~ b b --'i" \.\.. ~dj ~~ ~ i ~ .. i] 10'-011 ,- , It. Q .. "I' I il :; b t ~ t RELOCATED ~ (E) DRJVEWAY, SEE CIVIL COMPACT o ~ NEW C\J PROP05ED ,...- DRIVEWAY I /0'-0" ~ .... MIN b I G'-O" 9'-011 9'_0" 81_Ou -l(.1' .1' .' o --- .! .. ~ ~ -' f' N .".. lU a <( ~ u.: r- z ~ u... ADJACENT EXISTING RE51DENTIAL DWELLING TO REMAIN ~ f I ADJACENT EXISTING RESIDENTIAL DWELLING TO REMAIN ASSESSORIS MAP 17-02-33-34 TAX LOT 1901 LDR ZONING DISTRICT +/-1 G1_0" ",.. TO EDGE f Of (E) BDG I - -.. - -.. I 1 5 -: J _A '1 Q l' = 20'-0' _A\JJ US: CO): '10'--:5 ,-- MAIN STREET \-~ ~ 'II r?l .::_. - ~- __. . .. \ ~ I:~-------+------' ~~ ~ b <? ~ c>~ D----- 18'-011 MIN GARAGE fRONT YARD 5ETBACK SDC 3.2-240 MULTI-UNIT DESIGN STANDARDS SDC 3.2-200 MDR BASE ZONE DEVELOPMENT STANDARDS Ll ?DC 3.2-300 CC BASE ZONE DEVELOFMENT STANDARDS 4- GENERAL DEVELOPMENT STANDARDS w U -< -l a.. o 5DC 3.2-250([) -_. -----~ --~" '\t , , ., " , "!i;'" ~ ' ".' ~ '. CD 5DC 3.2-215 CD 5DC 3.2-215 ~/ / 101-011 MIN BUILDING fRONT, 51DE 4: REAR YARD SETBACKS @ SDC 3.2-315 10'-011 MIN BUILDING $ 51-01 MIN PARKING/DRIVEWAY FRONT YARD SETBACKS 1 i, I I :l ?DC 3.2-250 MULTI-UNIT DESIGN STANDARDS VARIANCES o 5DC 3.2-250(D)( I )$(2) 5'-0" MIN BUILDING INTERIOR YARD 5e I DACK @ 5DC4.2-130 @ 5DC 4.2-135 CD SDC 3.2-215 VISION CLEARANCE ARE.A MIN 250 5f LOADING AREA fOR COMMERCIAL BUILDINGS Of 5,OOOSF TO 20,000 5f Of GROSS fLR AREA d I I I , rt I ~ C)'f< I I I I I ~-) 1 I , I ""- 'I i ) f- w w ~ l- V) CD 5DC 3.2-240(D)( I lea) CD 5DC 3.2-240(D)(2)(a) CD 5DC 3.2-240(D)(3)(b)(III) (2) SDC 3.2-240(D)(3)(b)(lv) CD SDC 3.2-240(D)(3)(d) .{}{t PRIMARY BUILDING ENTRANCE fACES STREET ::i:?,:~~~.~ ~= I 4. ;:t"'~ ~. ..' I 0. 0. c I- V'l "-/ MAX I GOI_O" CONTINUOUS HORIZONTAL DISTANCE o Z M 1.t') J 51-0" MIN BUilDING ENCROACHMENT BUffER AREA -r- <? c;> 5DC 3.2-240(D)(2)(b): ADJUSTMENTS TO BUILDING ROOf fORM (ALSO SEE SHEET A4) 1.t') :r: I- :::> o V> :r: f- :::> o V) @ SDC 3.2-250(D)( I )$(2) 251-0" MIN BUffER ARfA CLEAR fROM ACTIVE RECREATION ARfA 5DC 3.2-240(D)(2}(~): ADJUSTMENT TO MIN DEPTH Of PROP05ED BUILDING EXTENSION5 MAX J 20'-0" CONTINUOUS HORIZONTAL DISTANCE WITHIN 50'-0" Of LDR ZONE o 5DC 3.2-250(f) SDC 3.2-240(D)(3}{b)(1lI): ADJUSTMENTS TO MIN ENCROACHMENT INTO THE 251 BUFFER 4- BUILDING HEiGHT WITHIN THE BUFFER AREA (ALSO SEE 5HEET A4) 5DC 3.2-240(D)(7)(b): ADJUSTMENT TO THE M1N 5'_0" SEPARATION BETWEEN THE ON-SITE PEDE5TRIAN WALKWAYS $ DWELLING UNITS (ON BUILDING I SECOND'FLOOR ONLY. SEE SHEET A3) o SDC 3.2-240(D)(5)(b)(lv) 250 Sf MIN ACTIVE RECREATION AREA WITHIN COMMON OPEN 5PACE @ 5DC 3.2-240(D)(5)(c)(I) If (II) PRIVATE COMMON OPEN SPACE (MIN 9G Sf AND GI_O" DIM) 1 I . I I COMMON OPEN SFACE AREA PER SDC 3.2-240 (5)(b)(J), (n).(lv),(VI),(X) AND (c)(lII) @ 5DC 3.2-240(D)(7} @ 5DC 3.2-240(D)(8)(c) PEDE5TRIAN CIRCULATION MIN G'-Oll WIDE (EXCLUSIVE OF CURB) PARKING PLANTER ISLAND MIN 51.011 WIDE PERIMETER F ARKING PLANTER ISLAND (4\ (:Y ) _A \J ~NTS ~ . MEDIUM DENSITY RESIDENTIAL SITE ARJ:.A @ SDC 3.2-240(D)(8)(h) - :G : '1 ) G: '1: ~ _ '10--:5 J. IN COMPLIANCE WITH SDC 4.3-125, ALL NEW ON-SITE UTILlTIE5 WILL BE PLACED UNDERGROUND, WHENEVER P05SIBLE. 2. REfERENCE CIVIL PLANS fOR UTllIlY, GRADING AND DRAINAGE REQUlREMENT5 AND EXISTING CONDITIONS. BUilDING fOOTPRINT . . ...... lOt. ." 10 ". .: .. CONCRETE WALKWAYS, TERRACE5 4: PATI05 t .t ," . 3. OUTDOOR. BUILDING LIGHTING LOCATIONS, DETAILS AND SPECifiCATIONS Will BE SUBMITTED AT THE TIME Of BUILDING PERMIT IN COMPLIANCE WITH SDC 4.5- J 00. All PROPOSED EXTERIOR LIGHT fiXTURES WIll BE SHIELDED AT THE TIME Of INSTALLATION 50 THAT DIRECT GLARE AND REfLECTION ARE CONTAINED WITHIN THE BOUNDARJE5 Of THE PROPERlY, AND DIRECTED DOWNWARD AND AWAY fROM ABUTTING PROPERTIES AND PUBLIC RIGHTS-Of-WAY. .. .. .. .. ,.. . .. .. .., .. .... LANDSCAPE "LANTING BEDS ... ~ PAINTED ON-SITE PEDESTRIAN CROSSWALK STRIPING 4. IN COMPLIANCE WITH SDC 4.4-1 05(G}, A PERMANENT UNDERGR.OUND IRRIGATION SYSTEM WILL BE PR.OVIDED fOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REfERENCE LANDSCAPE ARCHITECTURE DRAWINGS fOR DETAILS. 5. LONG-TERM BICYCLE PARKING SPACES fOR THE COMMERCIAL BUilDINGS 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 SDC 4 .G-145- , 50. THE TENANTS WILL BE MADE AWARE 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 FENCE WILL BE 5UBMITIED AT THE TIME Of BUilDING PERMIT SUBMITTAL IN COMPUANCE WITH SDC 4.4-110(13)(3)-115. 7. BUILDING AND SITE SIGNAGE DETAILS WILL BE SU6MITIED AT THE TIME Of BUilDING PERMIT SUBMITIAL IN COMPLIANCE WITH SIGNAGE STANDARDS. 8. EXACT SITE PLAN DETAILS, DIMENSlONS AND BUILDING fOOTPRINTS ARE SUBJECT TO MINOR CHANGES AT THE TIME Of BUILDING PERMIT SUBMllTAL ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. PROPERlY LINE x x fENCE (G1-O" MAX HEIGHT) x SHORT TERM BICYCLE PARKING HOOP (2 SPACES), TYP ADA PARKING STALL 4- RAMP COMPLETE WITH PAINTED SYMBOL $ STRIPING, SIGN AND DClcCTABlE WARNING PARKING LOT LIGHTING (201-01 HEIGHT1 TYP UON) 'ff JA ~ < ~G CA_CJ._A-- O'1S EXISTING TREE TO REMAIN PARKING CALCULATIONS ARE FROVIDED FOR REfERENCE ONLY. NO PARTICULAR TENANTS HAVE BEEN IDENTifiED. VEHICLE PARKING ~ VEHICLE PARKING 5PACES REQUIRED (SDC TABLE 4.6-2) EATING. DRINKING ESTABLISHMENT I : t 00 Sf GROSS fLOOR ARiA 2,500 SF/I 00 RET AIUSERVICE/PERSONAl/SMALL OfflCE5 J : 300 SF GROS5 FLOOR AREA 3,000 Sf/300 MULTI-fAMILY DWELLINGS 1.5 fOR EACH DWELLING UNIT 15 UNITS X 1.5 TOTAL VEHICLE PARKING SPACES REQUIRED 58 SPACES A ~:A CA_CJ _A- 0'15 TOTAL SITE AREA 25 SPACES TOTAL IMPERVIOUS AREA TOTAL BUILDING FOOTPRINT AREA COMMERCIAL BUILDINGS DETACHED TRASH AREA RESIDENTIAL BUILDINGS ASPHALT/PARKING/DRIVE AISLE AREA CONCRcll: WALKWAY/PATIO AREA 65,670 Sf (r 00%) 48,532 Sf (74%) 17,042 Sf (2G%) 5,500 Sf 405 5f I I, 137 Sf 23,642 5F (36%) 7,848 5f (12%) , 7, J 38 Sf {2G%} '7,138 SF (2G%) TOTAL VEHICLE PARKING SPACES PROVIDED 58 SPACES (15 RESIDENTIAL PARKING 5PACES ARE FROViDED IN INDIVIDUAL UNIT GARAGES) ACCESSIBLE SPACES (9'.O" X 1 G'-O" WI 2'-0" BUMPER OVERHANG) 10 SPACES 23 SPACES TOTAL FERVIOUS AREA LANDSCAPE AREA MULTI-UNIT DESIGN 5TANDARDS AREA CALCULATIONS 3 SPACES 'Iff TOTAL MDR SITE AREA 15% LANDSCAPE ARfA REQUIRED TOTAL MDR LANDSCAPE AREA PROVIDED MAX LOT COVERAGE REQUIRED LOT COVERAGE PROVIDED TOTAL RESIDENTIAL BUILDING FLOOR AREA (EXCLUDING GARAGE5/STORAGE/DECKS * PATIOS) 25% Of BUILDING fLOOR AREA AREA QF PRIVATE OPEN SPACE BEING DEDUCTED TOTbL COMMON OPEN SPACE AREA REQU!~D 1.185 Sf (5%) 2,G22 Sf (f 1%) 26,074 Sf (100%) 3,91 I Sf 8,752 SF (34%) , J, 733 5F (45%) II, '37 Sf (43%) COMPACT SFACES (81-011 X I 6'-0" WI 21-0" BUMPER OVERHANG) PRIVATE GARAGES (APPROXIMATELY 11'_0' X 22'-0') 5TANDARD SPACES (9'.0" X J G'-O" WI 21-011 BUMFER OVERHANG) 5% INTERIOR FARKING LOT LANDSCAPING REQUIRED INTERfOR PARKING LOT LANDSCAPING PROVIDED 24 SPACE5 15 SPACES I 6.964 SF 4,241 5f I ,320 SF Z,921 SF 16 SFACES TOTAL COMMON OPEN SPACE AREA PROVIDED 50% LANDSCAPE AREA REQUIRED LANDSCAPE AREA PROVIDED ACTIVE RECREATION AREA REQUIRED ACTIVE RECREATION AREA PROVIDED BICYCLE FARKING 3,3 I 8 5F I .659 5f I ,G6 I 5F (> 50%) 250 SF 424 Sf BICYCLE PARKING SPACES REQUIRED (5DC TABLE 4.6-3) EATING ~ DRINKING ESTABLISHMENT I : GOO Sf fLOOR AREA 2,500 Sfl GOO 25% LONG TERM 75% SHORT TERM BUSINESS/PERSONAL SERVICE/OffiCES I :2000 Sf fLOOR AREA 3,0005f/2000 25% LONG TERM 75% 5HORT TERM I SPACES I SPACES 2 SPACES 3 5PACES .'li .. ..' .,',. '.~ + --:--- TYrICAl END SPACE - /'. " ... .~..--- -- lYP SPACE ,/ " . / BETWEEN HOOFS ./ () /' ,.., (~ . ~ - TYPICAL HITCHING + ~. l' :- r'. f'OSTORSTAf'LE RACK CLR CLR I DIMENSION5 PER () <r> 5DC fiGURE 4. 6-B MULTI-fAMILY DWELLINGS , PER DWELLING UNIT '00% LONG TERM TOTAL BICYCLE PARKING SPACES REQUIRfD SHORT TERM SPACES REQUIRED LONG TERM 5PACES REQUIRED 22 SPACES 4 SPACES 18 SPACES LU U <C [L (f) o ~ to ~ iO ~ ..! .. 15 SPACES ~ o u ~ ?: -\. TOTAL BICYCLE PARKING 5PACES PROVIDED SHORT TERM SPACE5 PROVIDED RESIDENTIAL LONG TERM SPACES PROVIDED r:n~A~fRr:IAI I (It\I(; TfRM '1PAr:f'1.PRn\llnfn . . '. " ... l .. . t' . (. : I',. ", · :,: .'. . 'l' .' ~,( '. ~:. :: ..: ~ t' ~~.. ~ ,.. '. '.'.: .' J; I ~.. :. \:: I : (2') y) s~-or--~:~M 3 (: )A~( \J@L.>:: ~ 1/4" = 1'.011 -~ :";~'~ "'. g!'--:~II--t!~:~-.", '. ,. .: : ':",',:.: .':;.t~!l : ~ 1 . ~Fr..y ,_ ~... ......... ....... : ", . 1"1 f ; :l. :. 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COVERED CATWALK @ o o o o -1--~~-- " .I -\ DECK , --t l_ J~ 1r \DECK .- - ~ { 1'" BEDROOM BEDROOM LIVING DINING 1 .'; ~' (-- I \ I I "- I : -'I,. .~,.. ~ I -- ~ : g -2 ,BATH - I.J 0 1 <.0 Ol. 4'"- .,j "'T"" I \ I I "- I I ..J... 1 ' : CL t - I I I I ~ 1- ~~- I I I 1 ) :AT~: r-'\ <.0 0 }l'J~ , I o )HAl~" ~'\ KITCHEN 10 Ion ... , . r. (0 ---= ! ,...~, ~ ~ ~ RESIDENTIAL UNITS - BUILDING 1 - STRUCTURE B @ G) ~,,:=S?\J) : _OO~ :> -^ ~ CD o o @ f{J flJ _ .;"-, ~'-... .'Ft. $ ~ /.r:--~-J f^I^11 Lt-. foo! ; 'c:' I -~I- r -g-) "'--:' :e ;- KITCHEN .. HAll, > I . l < Q ! < DINING Cl'7 - '\ BEDROOM !J .3J\ '" ,- HAll r-,--A--1'----'-';-) ~ / .~~~~~{ . ~ '.01 BEDROOM ~ (J Cl 1 _ .. ,~ 7 ,--- rATIO/DECK :1--_____________1: DINING LIVING l-- LIVING -..---. J J :) -- PATIO/DECK -,; ::i 1--____________-1: RESIDENTIAL UNITS - BUILDING 1 - STRUCTURE A Q f7\ 5:CO.\J )=_OO'~ ) _A N ~ r ~ 1/811 = 1'_0" @ G @ L.J I .. - - 4J1 i -I I I '\ DECK ,- -t ( l~ BEDROOM LIVING DINING (" I, _ :J ) H~.ll. 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' I \ \ I " ./ ....."-- . ,001 00 I .._._m_____-.... .~' - ;>--______1 . -, .. ~ S'~AIR ( 't.tI CD ---------- --~---- . .: ....., --f _A ~) ~S: CO )-:~O--:S SDC 3.2-250 MULTI-UNIT DESIGN STANDARDS VARlANCE5 (0 SDC 3.2-250(1) 5DC 3.2-240(D)(7)(b): ADJU5TMENT TO THE MIN 5'-0" SEPARATION BETWEEN THE ON-SITE FEDESTRlAN WALKWAYS $ DWElliNG UNITS. Date FEB 1 5 2011 Original Submlttal_.. TI:3G ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~ ~..:::~ :;~j'~\~D A~~ ~, J~I{' ;j','1G\;~ESS ~ .,'L,I: ' ~ , l . fa '" ~ , . ~~.' . ."1'"' , ~ .~ fd! l~QN&" , ?'t OF O~~ " -- /.. ~.u ~ :l.. o --l ~.u > .J.J o ~.u ~ <( /' o - w.J ~.u ~ '-UCL tI)--10 /--1. " tr) <UJ$ ~~5 o<S~~~~. I-~ -0 '..u " V') l;:; ,---/ L c ~ <( < (3' N / ~.. Lf) UJ --I If') 0 . ~Oo.. ~g (J)...L.J o?S {J : CJ:)_UjL~ U;OV5 ~~ - - CO"C::J~ ~A-_. = _00 c~ ~:J:_A:\lS PROJECT # DRAWN CHECKED . DATE 200913 AM Kf/JEL 02.15.11 SHEET A3 I @COPYRIGHT 2011 by TBG Architect & Pfanne~nc q of /1 ~J<:S SHINGLE ROOF 24'_3"~ T.O. RIDGE VERTICAL SIDING 4: BA TIENS, 1YP BALCONIE5 WI GUARDRAIL - $ SUPPORTS, TYF HORIZONTAL ------r--. SIDING 4: TRIM "' I~= .1; ~~ ~ //11 ~'I I == I / I If K\ == /, == II /' I ~ II vI =:::::.' I V =:::::. I / I I , TBG ARCHITECTS & PLANNERS lINe , " - DOOR * TRIM' 1Yf ' t 12 r' ' COVERED CATWALK WI,' '5 r.....r I I GUARDRAIL $ 5UPPORTS. '.--~--; I I I I TYP ......,. -- ~I' I , , '_I I I ...--1 I I I , , ~ I II .-or ___ I I I I I II I , I I I , , , , I I ,I I I I " I I I I , I I I , , I I , 1 , I I I I I 1 'I , I 1 I I , , " " , , I I I I I I I "I I I , I I I I I 1 ~ I- I I I t I 1 I t I I I I , I I .Y ,~ II ~ :..- -- I I I I 1 I~ , I I I " " " 1 I ,I I I I l:;:r.;:r I' ~ , I ~ ~_l --, I I--.t.. I I ......., jI' I 1 ......... " I I I I I I I , , , I I I I I t I , I. 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II 1'- 1/ I %~ G" PROPER.lY LINE ~ II .' 1-; n II II II ....- , - MA5QNRY WALL, lYF , BUFFER , AREA HORlZONT AL SIDlNG 4: TR.IM VERTICAL 'SIDING .$BArrEN5, lYP LOR ZONE LDR ZONE I I "I - , BUFFER AREA , ',' I ' I 1 I I I I , I I I II JI I I I I I I I I I I 11.1 I I 1'1 I I , , , o :z: tb '::2 COVERED PATIO ~ PROPERTY LINE RESIDENTIAL BUILDINGS EXTERIOR 'ELEVATIONS / , , .. ' , .......... - 0, '-0",,;. fiN. fLOORv 0> ~ <- h: o w ~ gj ~ > 13 ;$ ~ o c: ~ olS -0 c: N ~ to o B& ~~ 8~ ~~ ac:; O:::N 9.:...r- N"- .. n Q) (l) Eu- co c: i:: 0>0 .~ ai- e 7U o CI) 121MOII " 01-0" FIN. FLOOR~ STRUCTURE A STRUCTURE B , ,,--,' TRASH AREA MASONRY WALL , " STRUCTURE C ' o (2) BEDROOM FLATS &(1) BEDROOM FLATS OVER PRIVATE GARAGES GJ~'~l~~;DING 1 - EAST ELEVATION 8 fRONT FACADE (1) BEDROOM FLATS OVER PRIVATE GARAGES' GJ~.~}.;DING 1 -WEST ELEVATION (2) BEDROOM TOWNHOUSE '@~'~1~.;DING 2-WESTELEVATION .. GEN ERAL'NOTES ':0 LAND USE CODE NOTES PROJECT # DJMWN CHECKED ,DATE 200913 AM KT/JEL 02.15.11 SDC 3.2-240 MULTI-UNIT DE51GN STANDARDS 8 5DC 3.2'-240(D)(2)(c} " MIN 15% WINDOWS $ DOORS ON FRONT FACADE' CD SDC 3.2-240(D)(2)(e),{f),{t2t).(h) MIN EVERY 30-0" ON EACH fLOOR CONTAINS MIN OF 2 OF RECE5SES, EXTENSION5 AND/OR Off5ETS SDC 3.2-250 MULTI-UNIT DE51GN 5TANDARDS VARIANCES o 5DC3.2-250(D)( J )*(2) 5DC 3.2-240(D)(2)(b): ADJUSTMENTS TO BUILDING ROOf fORM (ALSO 5EE 5HEET A4) ; @5D~3.2-250(f) 'l~, . ARCHITECTURAL DETAILS. flNI5HE5 AND WINDOW CONfIGURATION :, A~ PRESENTED SCHEMATICALLY FOR. REfeRENCE ONLY AND ARE "'5UBJECT TO CHANGE ATTHE TIME Of BUILDING SUBMiTTAL. o SDC 3.2-250(D)(J)*(2) SDC 3.2-240(D)(2)(t2t): ADJU5TMENT TO MIN DEFTH Of PROPOSED BUILDING' EXTEN510NS , SDC 3.2-240(D)(3)(b)(III): ADJUSTMENT5 TO MIN ' , ENCROACHMENT INTO THE 251 BUFfER .t: BUILDING HEIGHT WITHIN,THE BUffE~ ARfA (ALSO 5EE 5HEET A4) . f'4\ 5DC3, .2-250(1) , " ' SDC 3.2~240(D)(7)(b): ADJUSTMENT TO THE MIN 51-0' \::.../ SEPARATION BETWEEN THE ON-SITE PEDESTRIAN WALKWAY5 $ , , DWELUNGUNITS (ON BUILDING I 5ECOND fLOOR. ONLY, SEE SHEET'AS) SHEET A4 Date F 1 S 2011 @COPVRlGHT 2011 by TaG Architect Be Planners/lnc Original Submittlt 10 of- 11 fa.9CS ' (6) BENNERUP BLUE SIBERIAN IRIS (4) SPRING BOUQUET VIBURNUM - (36" MIN.) {10}N..1 t:C PEARL MEXICAN ORANGE (23) BRAMBLE (13) STELLA DtORO DAYULY (15) MT VERNON LAUREL (15) SPREADING RUSH (4) CLOUD NINE FLOWERING (3) VINE MAPLE DOGWOOD (3) CLOUD NINE FLOWERING DOGWOOD, (21) KELSEY REDTWIG DOGWOOD (10) AZTEC PEARL MEXICAN ORANGE (10) HAMELN FOUNTAIN GRASS" (9) DAVID V1BURNUM. .__\ ~ __~~_ ___ _~~_1:g~~~:~~~~~~:1~SS , !;~m~~~:~~~~REL .-<-"j ,(4) TUSCAN LAVENDER ,<\ \.\ r(9) HAMELN FOUNTAIN =~~ ~~~~~. .~~ ~9~~ (4)AUTUMNBLAZEREDMAPLE~'/i;t~ .' '~~~;'J;~ _ -!~~:~~::~~Y~~:~~"(::.;;~&:~SET -(3~)jo~? - I :::~~:L:::AIN . ." ~ ',: "-... ~~k >< J ~ " .:~:::::i;':;<~q,~~/:~:;::;~\ ':':;7~~to ;,,;'~~;';~~i~:. ~~/,(;.>.>, (3) VINE MAPLE <:::~] l~fi~~~;D~~ DOGWO~ '-l::; ,';: _ . ~ w 1(;,;~St =(28) KELSEY REDlWIG D01WOOD [_1"", (2) V1NE MAPLE ).:. \' ~ ~ .' ., =l~cil=:~~GRUSH I -l/~--'-- --.~'...... I- .....I \. / ,~~'/f} , , j, _ (5) BENNERUP BLUE SIBER]AN IRIS /. ~:~ ~C~~M~~~~~ED MAPLE"'~~," .~~..: O=> a.. /,,':~,~::::~~] .:. '..: ,,:., ....~~~j1~~!~l~0~~~~-::/~;<0~t~1: ~". :.' ......:. :.~~;~ji(3)BENNERUP BLUE SIBERIAN JRIS /1~,~i~;': : : ~ '. :./ .'.. '. ~:;:;:;'.:r /' / / / / ,/ / / / ~~ ;;.' .~I - . ': . ",)::::::':';' (12) HAMELN FOUNTAIN GRA",S, S /// ;~~;:m;~' '. C/) \ /' ~,;;:'~i: j ~ .; :.;:, ~~~ ~lv~~~~~~~~REL ~ , . )'. '( ',j ~.// '-I:L / / /' />r: ~i:;1~!~~...: ~ / .., C<. ,/ ~ ". ... .-~ " ._....._.._ (1) KOUSA DOGWOOD ' ': '. .;- 8: V..'._.m..'_.m. (1~'0 ;/( " ',: - 1,/ ~j:: : (3) ISANTI REDlWlG DOGWOOD .. __ _ ~ /: I ': J ____l;: ;~~:~cig~~::~IBURNUM . . .. ~ 1 (41) BRAMBLE -{ :. >. :::.~/:~ , ',,-." ~D' 1I.LJ,' ':' .,:,~"""",,,"":.,' :.\1 "':1:!:f:;:i.~;~t/7'L~~~~~;177~7;1~~~~~j ~-' ~~~~~;RA:R~~~~~~~GE ....:.::...~ ~ ""'.,1' "~ ., '. . U .;.!. :". '.. '. ", ,... .,:::::,,,:. 4~ rRLL/~/~ :;::::;':'13/ )(i~~~:~;;'?~'~~~~$'2:'-~~'.:...~;..~~~~~~<~2\<~'-~~~~~ ~~~! L'L .""". l~!~~~~~g~~~:E. .... \ ~~~~~, . .; , ~ \ f{ / / / {?, 1 / // ~~tt~~ . . ~';~. L. ... ~ -(4) DAVID VIBURNUM~. /// ~)~, ~/I/'//, ~ ~ ~~':'" ~ eX .. ../ (1) AUTUMN BLAZE RED MAPLE // ,(/ / ' ' '\ ._ .t~ J " 'if' ~ ~' (9) MT VERNON LAUREL r // 1 /...~~/// .~ . f/J;-/ (25) BRAMBLE -L - (49) KELSEY REDTWIG DOGWOOD.j--""/11 (16) SPREADING RUSH , /' I ~"J (2) VINE MAPLE. ! I '''-1-' (1) CHANTICLEER PEAR. (35) BRAMBLE ......1"-. (4) DAVID VIBURNUM . (3) MT VERNON LAUREL . ~/ (3) HETZI HOLLY (1) AUTUMN BLAZE RED MAPLE __ (6) EMERALD GREEN ARBORVITAE (4) DAVID VIBURNUM ____ '-----/' (11) BRAMBLE (4) KARL FOERSTER GRASS--......... (42) MT. VERNON LAUREL ". ~~;~.,-i I)! ~ ?r~&~ ! '"", . "ill: , ,\ TBG MAIN STREET (McKENZIE HIGHWAY) ARCHITECTS & PLANNERS liNe (12) BRAMBLE (1) CLOUD NINE FLOWERING DOGWOOD 132 East Broadway Suite 200 Eugene, Oregon 97401 {541} 687..1010 Fax (541) 687-0625 ... LANDSCAPE ARCHITECTS .. _ (10) DAViD ViBURNUM .- (6) ISANTI REDTWIG DOGWOOD ~.OlSTS~L:. ~v #325 ~.a (5) RHEINLAND ASTILBE (11) MT. VERNON LAUREL . 375 W. 4th Ave. - Suite 201 Eugene. Oregon 97401 Phone: (541) 686-4540 Fax: (541) 686-4577 Web: W\IiW.schlnnerassoclales.com (3) CLOUD NINE FLOWERING DOGWOOD ~~~~ "'~ ~dS' (6) SPRING BOUQUET VIBURNUM (5) DEER FERN (1) VINE MAPLE ll'~' ~'~ ~ .. (79) SPREADING RUSH (125) BRAMBLE. (3) DAVID VIBURNUM (4) CONVEX LEAF HOLLY TREE STAKES D.F. 2" x 2"x6' I- Z w ::E c... o --I W > W o w 0:: MULCH . (4) CONVEX lEAF HOLLY .(1) CLOUD NINE FLOWERING DOGWOOD (8) BENNERUP BLUE SIBERIAN IRIS '/ }." TREE TIES Grow Straight or approved IMPORTANT: Root crown to be a minimum of 4" above finish grade. J) ,~ r BACKFILL Fill halfway and water thoroughly before backfilling. - TREE PEDESTAL Prepare subsoil to prevent settling ~.. :. ~"':i ~~~::.",,,.~~ ~~~~t":... :...\....:..~.. ~~:~:: :t::~ ;.~ .~:. <~ri~i~ ;:~.;~:;.:~>~:~; . ::.~~~:~.~~~:'~;~~ ';;.~~:!;~:;. ~ -- ].. .......,~.. '. 'J ..:........."'".""c.. ...... ;:... (3) KOREAN SPICE VIBURNUM (3) JAPANESE SKfMMfA (3 FEMALE) (7) BURKWOOD DAPHNE (1) CLOUD NINE FLOWERING DOGWOOD - (8) MORNING LIGHT MAIDEN GRASS UNDISTURBED OR COMPACTED SUBGRADE 2x diameter of rootball 7( r . (38) PACHYSANDRA . (1) CHANTICLEER PEAR (5) BURKWOOD DAPHNE NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. (19) AZTEC PEARL MEXICAN ORANGE (4) CHANTICLEER PEAR o DECIDUOUS TREE PLANTING DETAIL (8) HETZI HOllY N.T.S. <( ~ z en Q I-- ZOa.. - ...J 0 <:(....J I ~~;:: -xcn~ ~o::> -C a.. w Co::::et:: "IWZ LO I-- <( Z...J Wa.. I · cnow , COI-- LOoU5 . (17) MT VERNON LAUREL (3) AZTEC PEARL MEXICAN ORANGE (4) MIDWINTER FIRE REDTWlG DOGWOOD - (1) CLOUD NINE FLOWERING DOGWOOD PLANT LIST ICommon Name Size Comments Vine Maple 4'-5' 3 stem min. Autumn Blaze Red Maple 1 112" cal Matched, evenly branched Red Sunset Maple 2"ca!. Matched, evenly branched Cloud Nine Flowering Dogwood 6'_7' Matched, evenly branched Kousa Dogwood 4'-5' Matched, evenly branched Autumn Purple Ash 2" cal. Matched, evenly branched Princeton Sentry Ginko 2flea!. Matched, evenly branched Skyline Honey Locust 21t eal. Matched, evenly branched Chanticleer Pear 2ltcal. Matched, evenly branched Mec Pearl Me)(ican Orange 5 gal. Crimson Spot Rockrose 5 gal. Orchid Rockrose 5 gal. Midwinter Fire Redtwig Dogwood 5 gal. Isanti Redtwig Dogwood 5 gal. Kelsey Redtwig Dogwood 5 gal. Burkwood Daphne 5 gal. Compact Winged Euonymus 5 gal. Mount PJry Fothergilta 5gal. Convex Leaf Holly 5 gal. Heller Holly 5 gal. Hetzi Holly 5 gal. Japanese Skimmia 5 gal. 36 female, 3 male Douglas Spiraea 5 gal. Emerald Green Arborvitae 5 gal. Korean Spice Viburnum 5 gal. David Viburnum 5 gal. Spring Bouquet Viburnum 5 gal. Spring Bouquet Viburnum 36lt-42" Qty. Botanical Name TREES 26 ker circinatum 12 ker rubrum IAutumn Blaze' 2 ker rubrum 'Red Sunset' 14 Com us florida 'Cloud Nine' 5 Comus kousa 3 Fra>dnus americana ',A.utumn Purple' 6 Ginko biloba 'Princeton SentrY 9 Gleditsia triacanthos 'Skylinet 13 pyrus calleryana 'Chanticleer' t I PROPOSED 6' PR1V~Y FENCE (7) SPRING BOUQUET VIBURNUM (5) HAMELN FOUNTAIN GRASS (9) HAMElN FOUNTAiN GRASS (3) SKYLINE 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 SHRUBS 82Choisya temata xarizonica 'Aztec Pearl' 16 Cistus ladanifer 18 Cistus purpureus 14 Comus sanguinea 'Midwinter Fire' 9 Comus stofonifera 'Isanti' 142 Comus stolonifera 'Kelseyil 12 Daphne burkwoodii 16 Euonymus alata 'Compactal 25 Fothergi1la major 'Mount PJrj 8 lIex crenata 'ConveYa' 11 lIex crenata 'Helleri' 33 lIex crenata 'Hetzi' 39 Skimmia japonica 8 Spiraea douglasii 12 Thuja occidentalis 'Emerald Green' 8 Viburnum carlesii 176 Viburnum davidii 37 Viburnum tinus 'Spring Bouquet' 8 .Viburnum tinus 'Spring Bouquet' I- Woo WI'- 0:::: """" . ~ b;, ~~ <( . ~ci LO .....J . O>!:!! ~ LL, LO(!) o(j Z- LO - 1'-0:::: T- 0... - LO en. I I NOTE: SEE LAND USE SHEET FOR SITE DIMENSIONS I N @ 1 S -: :> _A \j G) 1" = 20'-0' NO 11::8 LEGEND 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 UTILlTJES, 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. 6. EXACT PLANT SPECIES. SlZES AND LOCATION ARE CONCEPTUAL AND MIGHT CHANGE AT THE TIME OF BUILDING PERMIT SUBMllTAL. ALL CHANGES WILL COMPLY WITH RELEVANT CODE STANDARDS AND APPROVED PLANT LIST. ] PROPOSED TREES, SHRUBS, GRASSES, AND PERENNIALS PROPOSED BENCH ~_A-~__7~\jG ~ ...A\J PERENNIALS 5 Astilbe arendsii 'Bridal Veil' 17 AstiJbe arendsii 'Rheinland' 31 Hemerocallis 'Stella d'Oro' 26 Iris sibirica 'Bennerup Bluer 17 Lavandula angustifolia 'Tuscan' Bridal Veil AstiJbe Rheinland Astilbe Stella d'Oro Dayfily Bennerup'Blue Siberian Iris Tuscan Lavender 1 gal. 1 gal. 1 gal. 1 gal. ,1 gal. (-') '''''-" !"~,.. t J ) 'v' .....,./ rvv~ ,-;I @ PROPOSED BOULDERS EXISTING CONIFEROUS TREE TO REMAIN No Substitutions. Source: 541-746-7178 9 Perovskia atriplicifolia xabrotanoides 'Lillie Spire' Dwarf Russian Sage 1 gal. j I 1 gal. 1 gal. 1 gal. 1 gal. 1 gal. EXISTING DECIDUOUS TREE TO REMAIN GRASSES 4 Calamagrostis acutiflora 'Karl Foerster 18 Carexbuchananii 162 Juncus patens 8 Miscanthus sinensis 'IVIoming Ught' 95 Pennisetum alopecuroides 'Hameln' 'Karl Foerster Feather Reed Grass Leather Leaf Sedge jSpreading Rush Morning Light Maiden Grass Hameln Fountain Grass ~ <i c: .2 a o c: to a: 0> c: ~ ctl a: en c: 'EfS l!!<X;) a....". 6..:-: co..... g@) ~..- c:"- (1)0 .- '" (3 - -:-: ..". N ...- .. .0 (1)(1) E l.!- CtI r:: c 0)0 .S "i ~~ ow j/ ~;/./ ,z;%/:/-:Ii f.//f.//f;/'. ~f.f././;/.//~ ';/.%/}'I.Z/{I. ~f.f."/}'f.f.~f.~ ",' ,//. .,///, /d IRRIGATION SYSTEM PROPOSEDGROUNDCOVER :i ~ ~ rt:rtNS 5 . Blechnum spieant 65 Polystichum munitum PROJECT # DRAWN CHECKED DATE 200913 jas ces 2/15/2011 Deer Fern Sword Fern 2 gal. 2 gat IRRIGATiON SYSTEM TO BE INSTALLED IN ALL LAWN & PLANT BED AREAS. IRRIGATION SY::> I a::M TO BE AUTOMATIC ELECTRIC SOLENOID CONTROllED UNDERGROUND SPRINKLER SYSTEM WITH IPVC PIPE AND FllTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROl, 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 LOeA TION. c:::> S ~ i:~~~t!1~1\~1fi t <i i o c ~ g' ~ ;. g' ~ 0:: g 9 l!l ~ 9 N VINES 13 lonicera japonica PROPOSED LAWN Japanese HoneYSUCkle 2 gal. L1 SHEET DiIt I F _ ~OIIVld: ~ - 5 I 4" pot 1 gal. 4" pot GROUNDCOVER 417 Pachysandra terminalis 175 Prunus Jaurocerasus 'Mount Vernon' 694 Rubus penta lobus Japanese Spurge Mount Vernon Laurel Brarn ble Plant 12U O.c. @ PROPOSED 4'-0" DIAMETER MULCH RING CENTER ON TREE Plant 18" o.C. t "",)Ask ~ ~b (6)COPYRIGHT 2011 by TBG Architect & Plonners/lnc . _, .C) n1lt.!J " .. , .. .. .. "'".'.---" , .. II of- II ~e5