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Home My WebLink AboutPlan, Tentative APPLICANT 2/15/2011 (2) s n - 5175 & 5195 MAIK S'IKI:t:1 SPRINGt-II:LLJ, OKI:UOK 97478 t 3 J _J _'lC OW-'l : ~~" A3 3 ~:V A-- 0'l5 5YM 30 _5 JMW 'lC- 'lJ:X o 30 : \JTE ~PR SES L_C AVG BLDG CB COL CONC DIM DS ELEC ELEV EQ EXIST or (E) FIN MIN OPP STRUCT SIM T.O. TC TOP TOS TYP UON VFY WI 1390 GROSBEAK CT. REDMOND, OREGON 9775G PHONE (54 I ) 954-02 I 7 CONTACT: NICK BOYLES EMAIL: quahtyapartments@q.com A ~C -I -- :C--;:J _A 'l'l :-~ TBG ARC - TECTS &. PLA'1 '1: ~S/- '1C 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 9740 I PHONE (541) G87-1 0 1 0 FAX (541) G87-0G25 CONTACT: EMAIL: KRISTEN TAYLOR ktaylor@tbg-arch.com 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 CD- TI TITLE SHEET BUILDING STRUCTURE GRID CV ASS :550 -~15 MA :J & -AX ~O- 'J:O~MA-O~ ASSESSOR'S MAP TAX LOTS I 7-02-33-32 G200 $ G300 DETAIL REFERENCES DWG. NO. rY:\ SHEET NO. ~ CI C2 C3 C4 C5 ASSESSMENT OF EXISTING CONDITIONS UTI L1TY PLAN GRADING AND PAVING PLAN CIVIL DETAILS INFILTRATION BASIN DETAILS LAND USE KEY NOTE CD LAND USE ADJUSTMENT KEY NOTE @ NOTE:TI-IIS LIST IS INCOMPLcl c, VERIFY ABBREVIATIONS WITH ARCHITECT CO 'lS '-' _-A '\J-S CIVIL & TRANSPORTATION ENGINEERS B ~ '1C-- : \JG '1: :RI \JG, \lC. 3 I 0 NORTH 5TH STREET SPRINGFIELD, OREGON 97477 PHONE: (541) 74G-OG37 FAX: (541) 74G-0389 CONTACT: CIVIL: EMAIL: GREG MOWER, P.E. gregm@branchenglneenng.com TRANSPORTATION: EMAIL: DAMIEN GILBERT, P.E. damlen@branchenglneerlng.com LANDSCAPE ARCHITECT SC-~M -:~ + ASSOC AT :S, __C 375 WEST 4TH STREET, SUITE 20 I EUGENE, OR 9740 I PHONE: (541) G8G-4540 FAX: (541) G8G-4577 LI.! u "^ <( ...J 0- t- V) CONTACT: EMAIL: CAROL SCHIRMER, ASLA carol@schlrmerassoclates.com I/') I ai t- o- o I t- :J o V) ..... " ~ en o o ~ > 'B i3 ~ Om ::iE ~ "0 C N l() ..!. U) l.O Os COco ~~ 0;0 0..... o@ ~..... 3c; O::::N 0-, _ -:-: l() N..... iJj~ Su. co Cc: 8'0 O_~ ~ ~ oC/) . I I I N o fT\ .) -AS:) ) :V: _0 )M -: ~- ~ _A \J ,~ ~NTS M A INS TREE T (M oK' N Z" H WY) C.. PHASIN_G BOUNDAR.Y LINE, TYP M A INS T R E E T (~ ......,. --- ~ I . b '~ P - I~S E 2 ~ ~'.._. I" PROPOSED 1 COMMERCIAL ~ = :. --'=li BUILDING {-. {l;{r ==~ ;, " --, ..., r FHA51NG BOUND. ARY LINE, TYP Ji---- ~-. :-r-. . I. . '~ II ~. ~ PROPOSED .-J COMMERCiAl. 1 BUILDING ~-A5= ':1 "'l _ '-.) A ~C- T:CTU~_ AI A2 A3 A4 SITE PLAN CONCEPTUAL FLOOR PLANS CONCEPTUAL FLOOR PLANS RESIDENTIAL BUILDINGS EXTERIOR ELEVATIONS _A \I JSCA :> : LI PLANTING PLAN MAIN STREET (McKENZIE HWY) MAIN STREET t- LI.! LI.! ~ l- V) ~f.... -r/~:> - -A~:: 2 ~. ,'. V 1/ ----~ \ ....1 · ........ \ 0) P,' CI <> Q -- LI.! U <( ...J 0- e .;:J O~~ b. o Z N I/') t- V) I/') <> Q I I- :J o V) I I- :J o V) ... I I . I N o (7\ ~- AS::) ) ::V: _O)M ::~- ) _A ~ 2 ~ NTS 3AS 5 0: ):5 C 'l 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 (15) ONE- AND TWO-BEDROOM UNITS. CONSTRUCTION TYPE: V-B, ALL BUILDINGS FULLY SPRINKLERED (INCLUDING ALL TRASH AREAS) B, M, A, R If S COMMUNITY COMMERCIAL (CC) OCCUPANCY GROUPS: ZONING DISTRICT: 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 VC'l Y MA :J N.T.S. l- Ll.! LI.! ~ l- V) o Z N I/') TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 - /: ...L..I .~ , 1 ~ o --I ...L..I > ...L..I :) ...L..I ~ Cl:) / o - ...L..I ...L..I ~ -uCL CJ)--JO --J /'tf) <W$ ~~5 o(j~~~~ I-~ -0::/ ~&; C, <(<CCS N/ ~. ~ If) ...L.J --J L1j 0 I OeL ~uj. -i-J Uj u... CJ) W 0() lJ c:o _ UjZ ~Otf)~~ - - I N o ;r.;- {))-!-- ( Or: I I- :J o V) PROJECT I LOCATION. ~ ,~,~}.-" j , '-.~ FI .e-~ J. ,YPlJ - ObOO2. ,i'.0' TETf}JfA-l1U [ i ?[fi-tV Nt(J( Bb'lL~5 . DBO tni<<pn~ - SHEET f' . /0 . f1a;t PROJECT # DRAWN CHECKED DATE 200913 AM KT /JEL 02.15.11 , 11 ~ ."iI' ll\i ~~d '=a~@ C~P:~iCMt 2011 by TBG Architect & Planners/lnc Orlg\"il' @ 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 ,., tV" .BranchEngineering..com Civil. Structures · Transportation · Geotechnieal · Surveying I ~/. L~ I ! = . : / -- . ~-",..,.,_..,.~ _.""'"1"- ~. .-._.~~.. ....,...._~ ~ ~ S..,. ~ -21" WW EX. WW MH r RIM:496.22 21 FL=48J.13 I (PER CI1Y AS-BUILTS) ,4 1/2" G , V~. . . ... - 8D l --:::-.:- -:496,O~~- ~-, ,~'48" ST- ~. _' r~ ::...-:;:"t:= "''"'" --.::::=::: [ 1 '\ r, r . .v / , ~ -.- -.-=-.-.-....-496,O.-...---.---t-/(:i\.. . 4" . ~..' 1- - . ~- I - / ...... - ~. I \'7",6' ' \~---_./96.0' --l ~ I '\' / -EX. STORM PIPE \ "~; FL=494.17 1\ \-_-T-12" ST - -!-~ --- - cJj ~ -J I')" ... --"49' ..~o ~ .. 6.0-~....._ ...'1 "<-LJ) a~ . -j ~~ &,0,/ RIM=495.87 . l.r) 8" FL (S)=494.49 . $2 . 18" FL (N)=492_5~ \ \ I ~ . / - 'Q , ;- \ '0' ~ ~; r .~ ,i~" \ \\ :.'.1 r i 1 '\ 1'1-J ~ :/ If. ~ \, I [ I \I/-J. _I 0::> Ino 0)')) / ":;f.::t. ~-, I. .. : ,,\ j 1-. II - - ~ :-4 WW' ~: ~-III "I ! 1 I; If -r-~ ; I ~ : I ~ " jlLi g<dfrLVERT -L~ . " _ J ;- FL=494.78 .________ ~ o I I I I-- >- V) ~ co ~ I Q t- ~ ~ ;.... ~ .... ~ ~ >< 1Ij ~ ~ fIJ '~l~ EX. 8" CULVERT ........ / INLET FV=494.79 f CD Z o i= n.. o W .... en fR ~ '5 ~ c: ro a. .E:! ~ II) .t:: e. Cl> c w OE g;~ fB~ .....@) ~- ~~ ~<<i" N..... ~;f ro C'c Ol 0 '~l o(/') ---- ,60' - . -.\ JO% I } GRAVEL (, 0 t ,:g DRIVEWAY ~ I"::V) ><:j- TO REMAIN ; 2: I~ ~ ;- PAVI iG I ';; -------- ~ ~ ~ -li~: I' co ,.' I' 0)" I' "1' ~ 0) ~ " to) EX. WW MH . r1 / O1'L RIM=496.J2 ---- l~. ~r 8" FL (N)=484.92 ;/: WI., ,~ 8n FL (5)=484.95 c / I' / I Q- :r: o I J. EX. 8- CULVERT INLET I FL=495.14 / / " / I' " {I I' 1 TAX MAP /7-02-33-32. TAX LOTS 6200 & 6300 '.7 J" ...... _ 411 I -'L- <J . I ..... ., . \,' . , ,4 4. ! ~- 1',.\._ f: ...,J :\~- <1= ~ .,,~ ---2411 ww--i 'to co EX. C8 RIM=495.86 8" FL (N)==49J.66 ~ -2111 WW . -- - -f- "'. 0:> "':/. '--497.0 4' WIRE FENCE ~ TO BE REMOVED ~ i()~ '\" JI 12t1 W ..... <J ....~. .I <1"~' 4- ~. ...., EX. WW MH RIM=497.70 ...~-- ..~ --..;.-._-- -..-- ~. ~ MAIN STREET ~ "'; I -,.._..~-~- ...._".,..".~- ~.. ~ ~ - ---- .~........-.....- ~,~- EX. C8 RIM=496.20 EXISnNG WA1ER METER TO BE ABANDONED EXISTING WATER MEIER TO BE ABANDONED 17.3' _ L1R1\IEWAr...... TO BE REMOVED 4 1/2" G- .. 4 '1/2" G- -t" IliII' .. ,.. " " .... ,,: .\r . .48J/ ST ) ,- .- - __4St! ST- - - -'O~_"':~ -=- .~4F;31. -: " :: ,.,n tl 4 ,I.J: .J/,r Ii XV\~ X )< X )< X )< ~ ~.x><, ?5 ~ /-", ~ ,.,~ ~~1>' .----/ ,-.-- - ~ . .....--- ---1 I I I <" ---- [' , ,\ /. 498.0-"-1'~~ .1, i ---.. ,'; ."2.,\ ..... 7 ,21 .,/ . . . <J ' . .CONCRETt .' ~ fOUNDATION . ~ OF f91!/rfER . RESIDENCE'. TC R~ REMOVED ~~Cj ~ 4' WOOD fENCE TO BE REMOVED I I ............. '4~ ....-- / I I , I ~/ l ~/ - 7 ~. '" ,/ '" -- . . " ~ --- --- \ . EXISTING CONCREJE: PAD (TO BE REMOVED) :1;)'), ~ / ~/c5t ~ EXISTING GRAVEl (TO BE REMOVED) ~~ ...- b,9Q.O--- .,r"."'......,.,-'" ...--...-.......-- -.._~---..."- .---- 4 96. O-.-._-~_ ::-..-.--....--... . --~..._......_--- "~'-........_ .--497.0--__.__ j ~............ . ----~......-._~__...... ., <:1 '0-'.................. ., ............... ., ------ J ~49 7. 0----_.." ......--.....---.. ----... --------. ..------ ----..- ---.----.....-- ----. --------- ....-....--...................... ~ .......--..----. ~ 'r .... u .1. --- .. '.. 5:Rf 'T"'"'~ FFNCE 5' WOOD. FENCE " __'l.L- ..., '~. WO~~~. '" FENCE METAL . GATE '-., v . i :x(x" :x( >< ><)\~ :';)~ ~":{ n: ~, /t5 '\~ ," ,\v '\~ \ fQ~\) ,\v FIRE HYDRANT <1 '<]" 4 4. . _ <!..-Lh .. -121J w- EX. WW MH RIM=497.39 FL (W)=48J.26 .. .. 21" WW- - ,~. . , .:~ .'~ . .' d. 6" CONeRETE 51DEYlALK .4 ~' . ,.~. ,< < \. \. 4"";' ~ ~ ... Ii.. ::r:: () EXISTING RESIDENCE TO BE REMOVED r -- x X XXXX I' . ) t / . I' >-fi:I ~ - - 'I ~~ . - ""4 "ww .. 2S-Oi. -Ji " .. llJ / ,tI') It) . . . ~ ,. ~e t~; f - ~ o 0^^~ )< X )< X )< X ~ X< . . >( >( ?>0 ~XX ~ rnJ .f , In J I 50- t/W. $ ~ '- ~V) I C'J T I I BUS STOp. ~ -1 <1' I :s:: (Q I . &-- ~. (.:) I~ I SD -48)) . ,y=; / ~j// '-- EX. SD MH ~ ~ .1 RIM=497.8J ..;;.. I FL=491.20 lO ;1 I to J A CI) ) .~~ <:{,. ::: C'\t ,. ~~ ~~ F t:~' . I ~ J: . <J: , /( 4 'il '. 1 I .1' t '')1 r,~ all ~~ . t:~1 E-4 I' '. I t'/J " :1 . ~ .I I . - I ~ ~ ~.i .^ .~. ........ <J tt51 1;};1 I i~j j .l I . I C9 . .2[' PAV.NG 1 r-.: 0) "'" . L'l, ~I'l ....Q:: c:s~. I' <J . I ...--- ' . -- -- ~ ~ t; .~~ ~ t;; ~l ~ I r-. ".-r- ~ V) i:!: <I) ~ - MAIN sr/12~ ; 3 I !:EOTA ST u 'w AST A ST ASTER ST ~ ' l ~ ~ CAMEUJA $I" Cl: . ~ ~ J ~ t-...: Vi (/) ~ i!: ~ ~ ;[-- it t:; i!: In :g to BLUEBELLE ) ) . ) DAISY ST Ii; ~ I- ~RSYrHt4 :;; - .J I BOOTH KflLY IWEYERHAEUSER RD ( ~ U) ~- 0: ~ Ii; ~ It) LEGEND -6 FIRE HYDRANT III BUS STOP j ~ :g / N I VICINITY AIAP SCALE: 1 "=1000' SITE DATA YUJOD PLAIN BASED ON FLOOD INSURANCE RA TE MAP NO. 4/039C1I62 F, THIS PROPERTY IS OUTSIDE THE 100 YEAR FLOOD PLAIN. SOB.. 'nPBS 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'. prJ'~ PROTBC'l'lON AS ILLUSTRA TED IN THE WELLHEAD PROTECTION AREAS MAP, THIS SITE /8 WITHIN ZONE OF CONCENTRA TION (99 YR TOT). lrA2'.DCOVRSBS THERE ARE NO WA TERCOURSES WITHIN 150' OF THIS PROJECT. LEGB1!4D x 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 WASTEWA TER MANHOLE CURB INLET EXISTING TREE TO BE REMOVED ,~ :~'. :~:-..:;, :....~ ~ I ~. ...~. '. .4. <41 (YYY'I OHP -G- -w- 'WW- - -ST- ~~ " ...... ..... "\ '\. ...... ,.... GRA VEL CONCRETE BUILDING OVERHEAD POWER LINE GAS LINE WATER LINE WASTEWA TER SEWER STORMWA TER SEWER _489.0_ .JL ~ + --- EXISTING DECIDUOUS TREE TO REMAIN ( rMm lIJ lliJ (E] (><j '~_':: \.!i~ ..-,,'.' I~~:"::: /' / t\'.-:~"" . / \\ EX/STING CONIFEROUS TREE TO REMAIN e ~ @ @ ~ GENBRAL NOTES J. 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 GRAPHIC SCALE 20 0 10 20 ~ ; 1 ( IN FEET ) 40 ~f8 1 ~ Od8\ftil' Qy;m'tt~'ih .................- TBG ARCHITEL J S & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 ~ Fax (541) 687-0625 EXPIRES: DECEMBER 31, 2012 - /1,., .",1 ...u ~ ~ o -I ...u > ...u :J ...u ~ co / o EXISl1NG ROADSIDE DITCH (TO BE REMOVED) :J'. ..... .<1. .c.l. EXISl1NC' 6' CONCRElf S/DEWAIJ(.. . . '<tJ 4 ' "<j .' .:1 r-1 , . ;h /}........ . , . 1 , , ,( ....;...:_, . .,- ~. 'j .~ _.-.--...~"'----- ...---.....---- jr v \xy')(yy,>< x X 0xx; X >< ;(< X.X X X X i"--. , / 1<1 '. . 4' -1_. .' ' Li <1 . ---...--. --- - ~~ '.... ............. ........" ...~ ...---....J----19l .Q ~ --.............._~---_.- :: .....-----. ~ --~~ ........ ."'---24" WW- ...r...._ ':::--~ . ''"'--- . _ _-=--_ '~ ~........ ....4.9'1.0 --~ - ...u ...u ~ -Uo.. CJ).....JO /' I .....J "", (j) <W$ ~~5 ~~~ -OW c:- /. N/< Ltj W --J .00.. -I-J W Cf)CO_ ~O(J) - - I I- u.J . u.J CO ' a:=: r...... . I- ~. Uj ~. ~~' <( O~ ~ ,~ Ln 0 = ~ -1. L.U ~ , - = Lr') u.. · ~ LJ ~ Lf") ~ - r...... ~, ~ 0.. ~ Lr') (j) :: ASS -:SSM -: ,,- 0: :X S-~ 'lC CO'lJ- O~'lS PROJECT # DRAWN CHECKED DATE SHEET C1 .... 09-159 ARS GAM 02/15/2011 It '~ 9 \ c..\ ~COPVRIG" r 2011 by TBG ArclJited & Planners/lnc I u' - ;20+ II (Xl15 ~ Branch Jngineering, Inc. Headquarters 310 Fifth Street Springfield, Oregon 97477 (541) 746-0637 Salem/Keizer Office 4310 Cheu)' Avenue N.E. Salem, Oregon 97303 (503) 779-2577 " " w.BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying <J I . .' I 1-- L1 \, /1 <'i 4 1-- EX. SO MH RIM=495.97 48" FL (W)=488.52 48" FL (E)=488.60 181f FL (5)=492.43 I ~ ~. ..-- ,. ~- ~............-.. EX. WW MH r RIM=496.22 21. FL=48J.1J I (PER CITY AS-BUlLTS) ---- .4 1/2" G . - 21" WW. ,W~ ~ f~ '"r = = ~ - =, SD \, --- .-- / y' \ - ---- 1---. c1/_ _ . ~~ ~~-- -- --- '1 \L, I; 1--- 1\ ~2" ~T- -!- -- - EX. CB 4 :?..,:>', I 'Y'B RIM=495.87 s~ '-=\ 8" FL (5)=494.49 12: FL (E)=49J.42 \ 18 FL (N)=492.57, _ \ \ '1i" R/M=~96.29 ; Q. ~ 8" FL(E)=49J. I ? 12" Ff.(w)~4I1~.ro I ~ $! ~ y~J \ ~~ 1" W-.. ~~, / i I; " \ - -"';'- -4 WW :..--_ ~2 FL=489.0:J: ~ -------- \...!:../ I ~- ,~ ~ j\ L EX. CULVERT ' OUTLE:T FL=494.78 ....., .fI1 ...... I lQ / " I / ~Y1 " ~~, .. .. .. .. .. .. " II II I , \ I \ ; "'--'---~-..- 601 It IW " / .. '1 "" ~ '.' \ - ' I I EX. 81f CULVERT . J ~ INLET FL=494.79 $ 35:: , I L: t; JOx GRAVEL DRNEWAY TO REMAIN CQ 1 I~ () I / / , , / / / 20' ~ PAV/ >10 --r: -~ <() /" / " /' / /' 0> ~ CD Z o i= 0.. o W I- W <n \.() ~ 3: lI> 'S 2:! C m 15- ~ ~ U1 'C e- Q) 'E w o E m ro ogs en ,- It>:::: ~~ ~~ N..... iU~ Eu.. co C i:::: 0>0 .~~ ~ ~ oC/) EX. WW MH RIM=496.J2 811 FL (N)=484.92 8" FL (5)=484.95 I ~ " ---- / ~ / " " .. IIfl I FiRE HYDRANT \1 1-- , .'1'" ;~ ' ,- ~ /l: <to I 1 ...- _ <1 '/ _ i_ :' L '\' .'1-- <J ; 1 \ . ~- 'I:'~" . <'1 ~ <; J1 ~ -'~'- . 1* i _' . . ,~ \ .' : ". '.a .d. -12" w- \. i:! '.1":0 .d i:! <7" ~ 4, /\ -1' r .12" W <1 "] , MAIN EX. WW MH S~::ET \ - - --~-- EX. ww MH RIM=497.J9 FL (W)=48J.26 $ :s: ~ f'<') ~. :'-- f s. _._ s._,. b 00 (!) ~ 11 ::> -- -24 WW ~ ,--~-.- <0 ~ 1 .~...~ - ~ --.------ ~, .-24)' ww- --. . .-....-~- "-- -~ ----"-- --'--.-"'-< . ~. -=-.' .......................- ~- EX. CB RIM=495.86 8- FL (N)=49J.66 EX. CB RIM=496.20 .. -21" WW 19-- @-' . ~.... - ~ _~ i-L . .~ -OHP I' o I~ I 9 ~ s \" \ ~ ~. . co I ~ t'\t ,. ... ::J ~ ~ .,,,.t, .~~l": . "'- RIM=496.00 @ FL=494.25 ere. ;/ / ...... ~~ ~ 6~ .. t..1 ,.,. n - ~ (:<<<~~#' .'- VALLEY GUTTER SL=0.75% q, . .' <; <1 ' ' ' '4 ~~ (j) ; /' I \~ /" (fA) ;4'ww'T . . ~ @ r~ ~ 'FL . <:0 EX. 81t CULVERT INLET fL=495.14 ,- y\ ;( RJM=417.25 @ 5' WOOD FENCE h. ~~ II, -a:: C:) t (]) METAL GATE st WIRE. FENCE X~~,FL=496.40 ~ ~ ><'>$ X )< ><x: "< . "x ></'$ / *,XX: X ~ ?5 0~ 6' WOOD FENCE @RIM=497.25 h Cl)1 :: "" ........ @ R/M=497.25 R/M=497.25 @ @RJM=497.25 :;bt. ~4f n:' ~, /c:) ,q) ,"\ '\'" '\~ FL=495.20 (]) , fo<},t:J '\" TAX MAP 17-02-33-32~ TAX LOTS 6200 & 6300 BUS STOP, l ~ <.0 I EX. so MH - RJM=497.JJ FL=489.9J 8D -48" ~ IY~~ / .<'.\ . L. ~ 4,1 Il~ 9 .(1) . '1 ti :~I (,) CONSTRUCTION NOTES: f1\ SPRINGFIELD UTILITY BOARD (S.U.B.) TO MAKE WATER SERVICE CONNECTION TO \.....!.-I EXISTING MAINLINE. fiA\ SUB TO INSTALL WATER LINE FOR FIRE SUPPRESS/ON AND DOMESTIC WATER USE. \.!.V SIZE PER PLAN (1) CONNECT TO EXISTING WASTEWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXIST/NG WASTEWATER LATERAL SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. o CONNECT TO EX/ST/NG STORMWATER LATERAL PER CITY OF SPRINGFIELD STANDARDS AND REQUIREMENTS. EXISTING STORMWATER SHOWN APPROXIMATE, FIELD VERIFY LOCATION, SIZE AND DEPTH. CD FURNISH AND INSTALL J" WASTEWATER. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHtt I C4. (1) FURNISH AND INSTALL 4" WA~/t#ATER 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. CD FURNISH AND INSTALL 6" STORMWATER PIPE. PIPE BEDDING AND BACKFILL, PER TRENCH DETAIL 5, SHEET C4. CD FURNISH AND INSTALL 8" STORMWATER PIPE. PIPE BEDDING AND BACKFILLt PER TRENCH DETAIL 5, SHEET C4. (]) 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 3, 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. @ FURNISH AND INSTALL AREA DRAIN (JR SMITH MODEL 2110 FLOOR AREA DRAIN WITH 31t OUTLET) FURNISH AND INSTALL ~I' SCHEDULE 40 COLD WATER P-TRAP PRIMER UNE. 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 UTlLl1Y VAULT. BACK FLOW PREVENTER TO BE SPECIFIED. INSTALL BY DESIGN/BUILD CONTRACTOR. @ FURNISH AND INSTALL LANDSCAPE AREA DRAIN, NDS 6"X6'X4,t SQUARE GRATE AND ADAPTOR (MODEL 640) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4" STORMDRAlN CONNECTION 1YP. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 1, SHEET C5. PROTECT INFILTRATION BASIN DURING CONSTRUCTION. @ CONSTRUCT VEGETATED INFILTRATION BASIN, PER DETAIL 2, SHEET C5. PROTECT fNFIL TRA TION BASIN DURING CONSTRUCTION. @ 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 3D' MOUNTING HEIGHT TO BE DESIGNED UNDER PUBLIC IMPROVEMENT PLAN. @ S.U.B TO INSTALL PUBLIC FIRE HYDRANT. CONTACT SUB FOR INSTALLATION. @ TRASH ENCLOSURE TO BE HYDRAULICALLY ISOLATED AND DRAINING TO A TRAPPED AREA DRAIN CONNECTED TO WASTEWATER LINE. THG' ARCHITECTS & PLANNERS / INC - 132 East Broadway - Suite 200 - Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687..0625 ~<(,~'t.'V PROfcJ'..r ~~G'N~~ f:fi '<. #53.80~ .~. \ ~ /J./IJAM ~~ .fJRE~;;;: /.0:: ~&9. t~,*~ ORy A.~\:) EXPIRES: DECEI1BER 3/, 20/2 LEGEND EXISTING PROPOSED r:m BFV o ) WATER METER BACKFLOW PREVENTER WASTEWA TER AREA DRAIN CLEANOUT DOUBLE CHAMBER CA TCH BASIN DITCH INLET {ODOT TYPE DJ SINGLE CHAMBER CA TeH BASIN LANDSCAPE AREA DRAIN CURB INLET WA TER LINE WA TER LlftlE WASTEWATER SEWER STORMWA TER SEWER BUILDING ~~'// , "-... EX. SO MH -..,.. RIM=497.8J ~ J FL=491.20 (Q I ~' ,l 1 1- ,I V) 'ffi ~j ,I , ...~',~ . 1 I 1~ W' ,4., ~ I 1_.' :- RIM~4~7.00 .~ "if FL~495.00 \...!.V......!X I _ : IFL=491.8:tfJ\ ~ ~ H PROPERTY LINE FENCE EDGE OF ASPHAL T CURB CONTOUR LINE EASEMENT SIGN LIGHT POLE WITH ARM POWER POLE GUY WIRE MAILBOX TELEPHONE RISER WA TER METER ELECTRIC BOX WATER VALVE GAS VALVE FIRE HYDRANT MANHOLE MANHOLE CURB INLET GRA VEL CONCRETE BUILDING OVERHEAD POWER LINE GAS LINE WA TER LINE WASTEWA TER SEWER STORMWATER SEWER _489.0- RJ .JL B . ~ + -II- ( . (gJ w- FL WW ST .- ", ", " 'I '." , [MID [II rnJ [E] l><1 e {! @ @ L.J I~ ~ .'. :'::-.~:. :"'~ ~ I....""'!. " -4'41 (VV'LJ OHP -6- -w- 'WW' -ST' .'~: " J.: N_. - / \\ J GRAPHIC SCALE o 10 20 I EXISTING DECIDUOUS TREE TO REMAIN 20 I 40 ....... '~~: ' :~u\J8~-,~ - @COPVRlGHT 2011 by TOO Archilect & Plannerr/lnc ~tl "', !! b -~.~ -~7/'" "~':":::" ~'li \\' ;:-..: I i\ EXISTING CONIFEROUS TREE TO REMAIN ( IN FEET ) j ~ - / -~ ~ C- O --1 ..LJ > -..l.J :) ..l.J ~ co / o -- '..LJ -..LJ ~ -- U 0- CJ)-IO ... .....J I L'rJJ <W$ ~~5 o(j~~ -ow/ c7< N..LJ-I L1(oO- +-J W CJ)CO_ ~O(f) - - u- r- l.U u.J CO ~ ~ I'-.. ~ r- ~, V) '" ~ Cj")- Z ~ - ~- <( 0- ~ ,~ L!) 0 - O'J-I ~::: L!) u... o(S CJ ~ Ln ~ ~ ~ ~- ~ c... - L!) V) " I. Y D_A'l PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 C2 SHEET 3 of lJ ~{S 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 w ".BranchEngineering.com Civil. Structures · Transportation · Geotechnical · Surveying I _::- -" 1 ,0 ----;: .~. -.~. -- FIRE HYDRANT ~ ~ I - -. I_I-:-- - -: . /_== -- I -j- . . /1<1 ' A. ' . ,:\, '. " ;.:, <:; .~ ~ .........--.........,"" ...........~ --.'''--....r--'-49/. 0 --'-" '------.. -- . ..1 i., _ ...... . I I .I <J '\': . . ~ -=--- ,~~ ~d n <7 ,~ .~-_.~ ~. \. <l <7.(\' ~'/ ~~ "J' " ....... __ I I l'! ',,1" i.1 d. '~/1 <J ' . .,j <1, ..:...-... is . <1' 'i.\ ..::1, ('L.___ <l ' EX. WW MH RIM=497.70 ~ - ~49/ .0.---. .---.... \ 1- EX. SO MH R/M=495.97 48" FL (W)=488.52 48" FL (E)=488.6D 18* FL (S)=492.4J MAIN STREET ~ s: -~ 19 -~ b (Xl l cO z o t o W t- (j) en l() d; i 'S; ~ c (0 a. 2 ~ 'C: e- 2 c: w o E g5~ 0)" l()..... ~~ ~~ N;! ....0 Q~ EX. WW MH r RIM=496.22 21" FL=483.13 I (PER CITY AS-8U1LTS) EX. WW MH R/M=497.J9 FL (W)=483.26 EX. CB RIM=495.86 8" FL (N)=49J.66 EX. CB R/M=496.20 ~..... . C:497.40 MA TCH . ~ ~ ... BUS STOP' l '1.' EX. SO MH RIM=497.JJ FL=489.9J ~J SD !f;: / . / ~. / EX. SO MH RIM=497.8J FL=491.20 :. 1 I~ A 11'-' 4 )... ~~ ~~ ~ ., 4 1 , -cj: Li _I ,; 1 .4 ~ ~ o ~ ..". . ).. ~ i1) ~ Ll ~w -~ d . c:) . 'I L /L '\\\ Si i\ TC:497.65 AC:497.15 'v ....... I'll .... It) EX. CULVERT OU1lET FL=494.78 "0 I \ I EX. 8" CULVERT . J .: INLET FL=494.79 -. ---'- EX. WW MH R/M=496.J2 8" FL (1'1)=484.92 8" FL (5)=484.95 60' ~r- . \ 3D:/: f GRAVEL r ~ 1', -\..0 DRIVEWAY , m TO REMAiN ~ I':: ~r Lzo' i ~ ~ PAVING I ~: ~ I , ~: --~. : <0"" / 0)' ""i- " / / 0) ... " lO) ---- ' ; ~~- r--7 I: V 5' WOOD FENCE [fl~ + !-WI -- f!'~.' ... '.' ..'....:.' . ',"'" . .. ~ ..- ~"', ' /) ,,\ '. .:.u - EX. 8" CULVERT INLET FL=495.14 ..- / /' ... 1+ ,.- 6' WOOD I FENCE .X )< >(X" >( )< >( >( X )< >()<>( X ;<?XX:: ,/ "-./ \ ro~ >< """ X ~ ,/ MErAL GATE 5' WiRE: FENCE: ;1)bt ~~ 0: ~~ /t:J \~ " ,\v '\~ TAX MAP /7-02-33-32, TAX LOTS 6200 & 6300 , . " j , I " : I ~ ~ to , ;, I . I 28' PAVING .il 5!j '<1, (.) ,~l bl I'~l /... .lQ) . GS I '.1 . '! . ' I 50' It?/W. f'.... " I 0) -.::t- . l.:-I~ - ~ ~~ I' '.( -Q::: C); ( " ~l ____ k<J , _ CONSTRUCTION NOTES: o 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 TRANSITION FROM 6'1 EXPOSURE TO 0" EXPOSURE OVER 12': PER DETAIL 4A, SHT C4. CD CONSTRUCT 12n WIDE CURB OPENING WITH J'XJ' RIP RAP PAD. CD CONSTRUCT RAISED CONCRETE CROSSWALK PER DETAIL 4 SHEET C5. (]) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH WITH CURBSIDE SIDEWALK PER CITY OF SPRINGFIELD DETAIL #3-22. o CONSTRUCT ADA RAMP, PER DETAIL 12 OR 1J, SHEET C4. @> CONSTRUCT 2' WIDE CONCRETE VALLEY GUTTER PER DETAIL 5, SHEET C5. @ CONSTRUCT CONCRETE SIDEWALK. PER CI7Y OF SPRINGFIELD. @ PROPOSED STREET IMPROVEMENT TO BE DESIGNED AND CONSTRUCTED UNDER PUBLIC IMPROVEMENT PLAN. @ GRADE TO DRAIN TO LANDSCAPE AREA DRAINS. SITE DATA crr:r AND nIL CUT: 600 CY:2- FILL: 200 CY 2 LEGEND EXISTING PROPOSED PROPERTY LINE , - " FENCE ""'"'''' EDGE OF ASPHAL T CURB _489.0_ CONTOUR LINE ---- EASEMENT --- SIGN ~ , LIGHT POLE WITH ARM -II- POWER POLE ~C GUY WIRE lMm MAILBOX IT] TELEPHONE RISER I3tJ WATER METER [E] ELECTRIC BOX t><:l WATER VALVE e GAS VALVE ~ FIRE HYDRANT @ MANHOLE @ MANHOLE CURB INLET . " , ~ GRA VEL r "' .'....,' ...,. .. .' ....... ...... I "-~. '. ,<l,~, CONCRETE (VV~ BUILDING OHP - OVERHEAD POWER LINE -G- GAS LINE -w- WA TER LINE .ww. WASTEWATER SEWER , -ST' - STORMWATER SEWER . EXISTING DECIDUOUS TREE .... / :l TO REMAIN ~., .....l?~ EXISTING CONIFEROUS TREE ~~ '~/W " ! ,_. s: TO REMAIN : t\ CURB 43/.30 " PROPOSED SPOT ELEVATION AC C TC TOP OF ASPHAL T TOP OF CONCRETE TOP OF CURB DRAINAGE FLOW ARROW BUILDING ) 20 GRAPHIC SCALE o 10 20 I ( IN FEET ) 1 TBG ARCHITEL I 5 & PLANNERS / INC - 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 - EXPIRES: DeCEMBER 31, 20/2 1_ - / ..u ~ C- O -I u..J > ..u :J ..u ~ c:c - /. ..u 0 ..u ~ - - ~- c... UJ~O /'-1 I I I} CJ) <W$ ~~5 f- ~c...W u.J u.J 00 O!O! ~~ -OW f- ~ = V) ~- c:-/ L~ -~ N/<C. <0: ~ ,- l1J..u-l L11 0 . O"'l-J '00.. ~!::: ~ u.J U") u... _ o?) ~. U')c:c - l1j - ~O - f'... ~ - CJ) ~ 0- L11 V) - CM) 'lG & :>A V= 'lG -:>-_A'l- PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 SHEET C 3 iV6Ql 1 = @COP'YRlGHT2011 byTBG Architect & Plannerrilnc OrIgin., lubmittcU_""... -.. tf of II paceS -- ---- 6" STRAIGHT CURB SECTION CLASS ,fe' 3.500 PSI CONCRETE. \ MINIMUM SIDEWALK OR \ TOP SOIL I . 4" OF J/8n DENSE r LEVEL 2 HMAC PAVING (COMPACT TO 91% RELATIVE COMPACT/ON RICE) SET RIM FLUSH TO FINISHED GRAD7 COMPACT 3/4"-0 BACKFILL IN a" UFTS AROUND CATCH BASIN PROVIDE 11/2" DEEP;) 4u THICK P.C ~~N~g~ ~~~T r- CONCRETE'siDEWALK CONSTRUCT JOINT WITHIN. WITH BROOM FINISH 16 HOURS OF POUR I , -. !'.1J ':". .' '.' .; '. ....: ;~ ~.. '.' . .' (2" 3/4/1-(0) CRUSHED ROCK. _It>::. :........~~'. '~':~':'.'~.'~: ",::',;".:'!..~~ ..;~.:: :=!~~!:WN ~,~" ...".~,,', ",'~ ~~~~~~Z<<' ,/~~~~~7~; . <:) ~ ......... bO .a 5 C'I:I . "; (J Sj o (J ~3 ~o .S ~ ~ . <l> = <l> 0 s:::o ..... .s be,.. -= c ~ ~ ~~ as . ~ tJ'.) ~ Q.l ~ .B ~ Co) r: e Qi . :e t.) Q.) . o~ ..... z :t:: ~ o ~~ ~ 53 ~ ~.tidf:: ..... 0 U') Q.) ... bO C\1 ~ '= G> . ....... Q)'" cr.> ........"dOl'o au ..l'o Q.)=s..-. -<<~Q)~ f.\1('1")c;= t'n""lttrne WITHIN OUTSIDE ~ UNDISTURBED t ...... PAVED AReA PAVED AREA S~/L :::::::::::::::::::::::::::::::::. =-r-n~~K~~~ ~0-Y ~ ~ ::::::::::::::::::~~::.::~::.::_::.::~ :-- =:- ~~~~"'0.~/' 2-~0Y PAVING \,.>.~:.>;...:"."";,,,:, - - -~~~~~~~0>"'< STRUCTURE '~:,~:::':/~>.~:>:"~:;'.:;~~ =--=" ~~~(,</(., A ~ W ..,....':' ", '.,' .'. ',. -- li Z ',.... ._"'........,...'.::~.; : . ::.:::;-- COMPACTED . ::J t ?~ ~ c_ -- --=- NATIVE ~ ffi .~ ~ .,.. <>. . BACKFILL t-: . . . ~ COMPACTED 3/4- -0 I ~,~ CRUSHED ROCK f ~ b.() ~ . .... ~ Q.) Q) ~ . .... Q.f) ~ ~ ~ <:.) ~ c.\S ~ ~ '@) l"'" l'o ~ C>> 8 ~~ 4)fz:.... UJ Q) _ ~ ""'Jj-co ..s 00 ",0 ~ :Sl &~i~ "'Cf g..-. C':J 0 .C ..... Q.) ..... ~ ~ =o?ooe rHEAW DUTY BICYCLE-PROOF GRATE &...l t 10 COMPACTED SUBGRADE AS PER GEO- TECHNICAL OBSERVA TION .;j ~!~/(~0(~~~'//~<:-;/~/~<~ . "'//~):Y\"'7~/~)S>>> /\-~ /" , "12" 3/4"-(0) CRUSHED ROCK, COMPACTED AT 95% RELATNE COMPACTION MODIFlED PROCTOR COMPACTED SUBGRADE AS PER GEOTECHNICAL OBSERVATION. f4\' SIDEWALK SECTION \V SCALE' N. T.8. 3' MIN. BEDDING J .t . NOTEt AT CONTRACTOR'S OPTION. MULTIPLE UTILITieS MAY BE LOCATED IN THE SAME TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES SHALL BE 12' OR GREA TER. GENERAL DETAIL N01.J!lS: /. CIVIL DETAILS ARE CONCEPTUAL AND MIGHT CHANGE A T THE TIME OF BUILDJNG PERMIT SUBMITTAL. ALL CHANGES WILL COMPL Y WITH RELEVANT CODE STANDARDS. PIPE SJZE AND TYPE PER PLANS / "GIBSON STEEL" OR "LYNCH" MANUFACTURED 1 0 GA. ,f'-SPI1f\LT DIPPED STEEL CATCH BASIN 24 x24 * UNLESS OTHERWISE NOTED ON PLANS CD ;_ fi\ AC PAVING SEC'110N \:::.J SCALE' N. T.S. TYPICAL TRENCH DETAIL SCALE' N. T.B. f3\ SINGLE t,l1AJ[BER CATCH BASIN \V SCALE' N.T.S. @ CURB ENDING SCALE' N. r..B. CD 1'.l!JR11CAL CURB DETAIL SCALE' N.. r..B. BICYCLE-PROOF GRA TE / )OCKABLE: COVER RIM TO INVI 1.2' NOTE NON STANDARD RIM TO INVERT DIMENSION USE AASHTO M-248. TYPE N. ALKYD-RES/N TYPE COR APPROVED At TERNA T8. TO A MINIMUM WET FILM CONCRETE WHEEL STOP THICKNESS OF 15 MILS (O.4MMJ /"" WHERE SHOWN ON PLAN ~. // CURB ~ ~ C\J._ ~ .,'::: :..::..::..::..:.',:..~-.~.,':,'.'.~-:,'::.~.:::. (.:::..::....::::..:... ~...::::::::. .::..:......::,.:~ ~ ~ Q:; ~ ~ ~ ~ ~ ~ ~ <: ~ ~ 0 CI) <.J b b ..I ..f ~ ~ . 8" ROUND GRA TE . ....., 0.4".....- , / '" 0:2" I- 0.9. -l T 10\ ~/ '. . 0.9" JIIIooo.- 4U THICK CONCRETE) SLAB OR PA VERB " ./:1 , 'A . A' . Ct> t> . S/GN~ / CONCRETE WHEEL STOP TYPICAL REMOVABLE OIL & GREASE"" FIL TRA TION SYSTEM ,", ~ """[ - "'-.. . :"';;.;:..4 ::= =:: = / '.:4 ....>. ..J-::.~; ....' , ": '.: ~.~. :. .. . ,". ".:, ':..;..:<... 'f ~V.'.oJ..'! ._ 4, 'v"v." .~6 PIPE ~v\."V~A' ~"?'.le . ~,,"_.':' ~.'. (SEE PLAN) t ))/// 'l'/ /.. ' t") A . -. '., '-to'. .'; .~~~::: /' , ",:,. "~I ~~"<< · ~ ~ ~ ~ > '"' ~'<;::" "FERNCO" ~~~ ....~ 24". _ .~ ~ ..... y ~~ HUBBLESS V~~". ,. , -~'..,~" S::<~ CONNECTOR ~~~~~~~~~~>~~~~~~~*~~~*~A~Q'wrrJt~ffGE:D /, ,,/ ,1,,/ -<,,/ ~V A.,,<~y /,., '/" c.. / /" / /" / /, / /. /J CLE:ANOUT LID "GIBSON STEEL " OR ilL YNCH" UNDISTURBED SOIL OR 3" MINIMUM MANUFACTURED 10 go. STEEL CATCH ENGINEERED FILL BEDDING BASIN 24"x24"x36"D 3" SEWER AND DRAIN RISER PIPE , ~ \.. I~~~ I'~ .:1::. - F/.::.i;::iil ~ TYPICAL \ ~~ ~ A 0, to- . . d ~ t'\l ,.... Jb PARKING WITH DIM.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE UNDER ORS 811.615 6'-0" TYPICAL '-- 4" STRIPU TYPICAL ,. 3" TO 3" SEWER -> AND DRAIN REDUCER , 9 , (\ -' G" SEWER AND DRAIN PIPE '--114" BEND SEWER AND DRAIN ELBOW SEWER AND DRAIN P- TRAP TRUNCA, t:1J DOME DETAIL ~ - 2t TYP. 8'-0" g'-Oft COMPACTED CRUSHED ROCK ~~ 1.66;'" ___ \~ ~'J: T ~ @ @f ~ {5'~ _ ,'D @ @ @ ~i t\I ~@@@<<~~ U Q: l~@@@~~~ /. RAMP WIDTH , ..... ..... COLOR: VAIt SAFETY YELLOW ':.. CURB ':.. .~ 3' TRAp. ~ PRIMER FITTING .... ~ ." , '- Q) ~ <.J VAN ACCESSIBLE ..... 0' .... ~ It WHEELCHAIR ' USER ONLY , '-- SfGNAGE A T HEAD OF EACH SPACE. MOUNT BOTTOM OF SIGNS AT 84" 4>/- 3" A80VE PAVEMENT AT EYE-LEVEL c ~ , B' 9' ~ PAVEMENT STENCIL WHITE, BLUE BACKGROUND ANO BLUE- PAINTED CURB OPTIONAL COMPACT SPACE STANDARD SPACE ROLN> GRATE WITH SEWER All) DRAW ELBOW RAMP TEXTURE PATTERN DETAIL . fi\ DOUBLE CHAMBER CATCH BASIN \::..) SCALE' N. r..s. 0;\ DISABLED PARIu1~G SPACE DETAIL \:J SCALE' N. 1.8. . r(j\ PARKING SPACE DETAIL \V SCALE. N. T.8. ~ G\ ROUND AREA DRAIN DETAIL \.V SCALE' N. 1.8. @ TRUNCATED DOME SCALE' N. 1.8. ~ " r- 2' 4-3/4' ..f/4' l' ~ I ~ I " L v v 1>' . 0\> Sp. G~ciT~~ 5% MAX. ..~. ~ _' 4 . ..~~ 4. 4 .'?-: .c.... .'<\] ~ ~_.~ (Typ.J ."". : '~'4 ~. '~', SECTION A-A 5% MAX (TYp.) ~ GffJT~~ 4 4 .<I'~"" ~.,...~I ............Aj ~": ~ ~ 'o. . - ~ RIM,_ ~ , SEE PLANS SIZE PER PLAN7 '. ( , O. FL' (SEE PLANS) .-/~., i / "-, I \ \ ) ,..-" :. '.t \; CAST IRON FRAME AND ~"URS'SE1R/.'2~;~'JIN (FIN/SHED COVER - ADJUST TOP TO r L WlI . GRADE MATCH FINISHED - - 2" MIN GRADE ._____ I _ ,. __' ._.'-_:: :: ::::::: ::::::::: :~-r .-------lrt-.. IF:: ::::: :::::::: ::.:~ .A I ~~ ~~~~m m~~~~m~ ::....~. .. ": J~~;~~~,~I~~fir ~~, I )~~. .:...:~, t \. :','.:". :iiitJ~,.Jf0iir: :: =f~ 1{;;c~~~~l 2" :~~~4 HOOP~ AND RISER PIPE. MIN. 4 n CENTERED IN - MIN. COMMERCIAL GRADE MECHANICAL PLUG ----.... CONCRETE PAD - ~:''f:i~l ~ 9~l6;?U)',-!r,\rP'1 (WffHJN TRA1f'C COMPACTED 3/4"-0 _rl~.t)~~ ~.~ "';-,l,::~ AREAS ONLY/ CRUSHED ROCK I~ ~'-1tJ.~1.~ .~ i~?:..T~}r~" ~-,pfi~ J#J!/;) J~ '? '" C>_.J~~"" ).-<c:"\~: .~ rl'+ '~~)J5"~"U"~ .. .. \ . ", ". . .I. '" . C - A) ,.. \ ~ \l'"" '). '0. r:l UJ~~- ~E'") :\..~rtJ"""'>..::~1} ~~ ~dY~l6':=~('.: ~,. \ _ . ) (, c:.. \ J _' c: ir!fJ.....I. 'f. /~- co- --.'- ~ '" 'i' Y-::V \ .~ <> T ,~. / ';:::(,.. <~ -{,..)' ..' . ''\ t",," ,~''L~,.. ''-c...... ~ 's~o "'-, t (" .; ~/...\ " ~.-JI ) -l \(~) . )!;~~~~-' ~,.~/~-:~]- ': ~ '{. J~~tfJ~~':~-~~ j~,-~~Y~. :'M' ~ i~9?11 .. \,\\g~l;6~~'-.lt J!iSf)~ity~<:::t!~~: [,II , ._t5;iij.:r~1j~J ;; I 't ~~~1;'1 I It: rr H 1"1;;;' li!i'r1/Tffl ,,~r-;;i~!~ (0 ~ A . . l> " '. o. ~ ,.4 . ~ I <Xl ~ ~~. .....~ . . '<\. .' ':.. . ~ ". . . 1 . .::<1'; '. :, .' :....: : '.<\-' . ",' ':~. -;.: .' . 12" .......-.- I> '; " (J) ffi ~ o. ulO '= 'l;;tN") 7 np /l . I< GUTTER NO LIP GUTTER, NO UP '\> €x> - :> A t; :t'> . ~'. IT , .' h 3' X2-112- X31B' I ANGLE , SECTION A-A - WITH MONOLITHIC CURB & SIDEWALK A . . .I . l- . '. rf n [> . y. ..; . ~ ." 9" SECTION A-A - -WITH MONOLITHIC CURB & SIDEWALK 9" N ~ _t ---- I 'All-'. ~ .. "\> :. 1>... :t "f, .. ~ w t _ 6- J. 24' 36- ., I 1 . ~ ~ lto ~6' - FRAME PLAN ..AI< , 2' 3' '. ... !' . .: " :J>~ :,:/J v. :...~. , t> : . [:, . -' -f 6' - , I 2' 3-3/8' - 6 t- 3f 3-318' I ! 11- 'T .~. ----S/8' X3' BOL r-- """ ~ ~ 2 EACH END tt) I (\J 4 - ANCHORS "'-J 1/4' L ~. <? Slope 2% max. ..... Slope 8.33% max. J:~~~~:~~~:~:~:~:~~:::~I Truncated dome detectable warning surface 4 'X4' MIN. LANDING 2% MAX ... SECTION A SECTION B - B II I A <l= Slope 2% max, ... Slope 8.33% max. t~::::~::::~::~:~~::::~:~ Truncated dome detectable warning surface B · 2-112!-. . \>. . '1>. " . '", NOTE: 318' CROSS BARS SHALL BE FLUSH WITH THE GRA TEr SURF ACE AND MA Y BE FILLET WELDED. RESISTANCE WELDED OR ELECTROFORGED TO BEARING BARS. 2' 3' SQ. EDGE FLA T BARS A A I I ;. I I I I A FRAME SECTION fl. It. A ~ '........ ...~. -............ ! cO z o t= a.. o ~ U5 m i .~ c::. co a. $ ~ /1) .~ ~ 1:: W ge o~ m:=. ~~ ~~ N;! Qi.g Su. co c C 0) 0 .~ -g ,~ ~ Off) 518- X2-21/2' SQ.--.... EDGE FLAT BAR ~ I 5/8' X2-J /2' X30' /' SQ. EDGE FLA T BARS . ---... ;. SLOPE _ II If I) II ~/, iJJi-l!JIIJ~""'/ lilt {II~ till (I tl U ~~1/ ". If ~I N (f" (III I( f!. "".' t ?~~tJ~Qtr /5~~J~~~~1~~PIl~5;t)"'i?1J~1(~-;~.;'r;;i?~ BEDDING --t~bf3..... . "-' ~ J:::.( A ]:;(i"L';:;C.l- C.'(6~-{ (SEE TYPICAL lY1~''jL~:i!,?:[7~R:Ybf:[f>-fjJJ{ffl1f(-1::r.J~1:1:t tRENCH DETAIL) /V~V~'Y~~ V~Y~"-/~V/:V/v/: '/2, /. "\~ A"< A'" A"'< ^"< ^'< A"< A"'< "A"'< /('" A'\'~ UNDISTURBED NOTE: SUBGRADE 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 _ ' "lit> . ll. '\>' ._.1 B · PLAN 21 elf t - SPACING 3' O.C. _I ~3/16' -;-3//6' 518!.1 t- 5/~ - i 1I U U U II U U u: .f ~ i" (\J NOTES: I. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 2. G-2 GRATES MAY BE USED IF APPROVED BY THE ENGINEER. 3. CATCH BASIN. FRAME, AND GRATES SHALL MEET H20 LOADING. 4. INSIDE FRAME DIMENSIONS: 2f 3-318. X 2' 8-//2-. . SCALE FROM PLANS PERPENDICULAR CURB RAMP GRA TE SECTION TYPE I r - - - "i PLAN o liad' \' '.. ne'. .~. Ae~ft\\f~t;>.9 I ,~~~W I II. ( I I , , ~ : tJ.(;\ l':lPE-D CATCH BASIN ~ \::.::J BCALE' N. 7:8. @ ~ N.ffRB RAMP DETAIL @ ~ N.f.pRB RAMP DETAIL f::\ TYPICAL CLEANOUT \!:..!:J SCALE' N. T.8. Orle\na\ subr;'\\tttil_". --- TBG ARCHITEL I 5 & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 = ~.J.J .J.J ~ -UCL tf)-IO " -I /fJ) <LU~ ~~5 o(S~~ -0 ..u / c:;< NLU-I U(oCL +-J L.U V)CO_ ~Otn - '~ L... .J.J ~ ~ o -I ..u > w..J CJ .J.J ~ - EXPIRES: DECEMBER 3ft 2012 co / o - - I t- L.U I..U CO ~f'... I-~ V)~ L~ -~ <0 ~ , ltjO ~-1 ~:::! L1j u.. o(jO Uj~ f'...~ ~c.. Uj V) CV. ~_)~:- A- _S PROJECT :# DRAWN CHECKED DATE SHEET 09-159 ARS GAM 02/15/2011 C4 @COPYRIGHT 2011 by TIJG "-tchited & Planners/lne 5 of II (JCl!f~ --. ,..... TBG -1 i L.i ,6.' 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'v 0:' ,..RJ '~~". \Ir ....._ w JJ. "l' .~ '-::i~\'''1 . . , -t# '-I "-- ' -v ~'<J 1 CURBCUT -v ... FG=497.00 -v 'I ,PLACE RIPIW PAD AT CtJRBCl1f' / :- --v w w "', '+' Y .... ... w ..v --v, v .. -v w w w " . , ... <V W .... --v 'I w ...... / .. / / .' j ..v <V .. ... W -v .JI EXPIRES: DECEMBER 31. 2012 'V " ..v '" <V , .y ..v PLACE J'XJ' ClASS 50 RIPRAP PAD AT STORM OUTFALL '- (J) Ii: "lot- [~ ' , " . 'l~ · <~. . '4> ~' <t' <.I' '<1,/ 'v . .1 W 'II tr') W \Ir ;;:./ <V "" ~ .. <t .. w GRAPHIC SCALE o 5 10 I I + 'i - GRAPHIC SCALE o 5 to , I I ~j . ... , ~ . "'........". w <J 6' ST 10 20 f 10 20 ./ ..u ~ ~ o -J ..u > ..u :) ..u ~ W '<l . W' ...... ... 'I <"1 w w ... <l -</,- ...... ~ ~ ...... ... o ///// .. * f...!. ~;t~:: : : r.//YY// w '" [r////-. w ... " PLAN VIEW .... 'I I : I I OVERFLOW pffCH INLET ..;r 'I W '<l ... ... . ..... W <ol '" .. PLAN VIE1r I OVERFLOW DITCH INLET RIM=496.90 OVERFLOW DITCH INLET RIM=496.90 r :URB ~ AC CURB AC .),., BO'lTJ'lM-49'Z:; 90 3:\~:~ ~ ' IV. - J. .," ....~~z~~~~~il: .-' _ ~'S'fJ:;.*j.;,\~'<..'. ;!;J,[~?$~':~~i.s:~~:,:~<:~t~~~.~it~~<,~.~(::::..~-:r..:'{:!"f^::': "~ fL=495.tO~ ) :~". 18" GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE .'\. '- FL=494.70 , MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN co /', o J 1B" GROWING MEDIUM (J WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE: 18" GROWING MEDIUM (J WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATIVE BAR RUN - ..u ..u ~ -Uo.. 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'..- '~ .~.~ ' . VERIFY COLOR, JOINTING OR STAMPED PATTERN WITH ARCHITE'":TURAL SHEETS. - - I- u..J L.U co 0::::"'- f-~ V) ",-.. L~ - ~- <0' ~ .... ~ Lr) 0 ' m --1 c ~~ Lr) LJ... _ o(j CJ ~ Lr) ~ 0 "'- ~ ~ ~ c... = LJ"') V) . 6" ~ 1.5" CL. (TYP. TOP AND BOTTOM) I THICKEN AC AT EDGE TO ~. ',' '. 1 ~, ~~L~tJtJPrc ~ .~./4~' 2LAYtRS~6X6x10 'WwM~ -:-'':.~ ~ (TYP.) ~ ~....... - -- -- ~..\- ~--- --- - ~ ~ 0.6' (3) i' DIA. SMOOTH DOWEL EMBED 6' MIN. GREASE ONE SIDE OF DOWEL , r , r ~ ~ OVERFLOW ~ RETAINING WALL eJ -: L DITCH INLET HEIGHT =2.8:1: g, l.I.J ~ RIM=496.00 AC &: ~~ r I - -, .1..1 BOTTOM=.1. ~..1~1:~q. ..J: . '~ \ .~ '.1:" ..~f ..' ~ \.. . ........'.-...-:,.. . FL=494.00 ~.' .,~'p,.H-:~,'.:x~~';; ') { 1811 GROWING MEDIUM (3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE t 0.5' - ....-- ---- ... HOLD HORIZONTAL REINFORCING 2' BACK FROM JOINTS 8" 2' 6' 4' 6' 2' ..... - -- -- &:,t,., tON tI1I (2) *4 HOR/lONT AL BARS. (CONTfNUOUS);\ ~..' /#4 DOWELS ~ >./211 CHAMFER .~ ---../ AT IB' O.c. '/) 3/" a_ ..... - , =' ~ : ~ .. a:= ~) <\10 3/4' -& COMPACTED GRAVEL TO 951 MODIFIED PROCTOR RELA TJVE COMPACTION. CURB. aYpY CONCRt.11:. WALK MINIMUM 18# OF 1-1/2" WASHED DRAIN ROCK DRAIN ROCK MUST INTERFACE WITH NATNE BAR RUN ~ 3' A~~AVING . ~ ' / ~ J~ , " . A$ 4 4 .~ ." 4;6" . 4 . 7" THICK CONCRE1E PAVEMENT ASOPHALT,~ 3500 PSI FlEW STRENGTH C NCRETt. AS SPECIFIED "'..... 2' ... / '" 3/4"1 ~ ~~-'-;-~~- ~~~- ::.k::......~~,-.;.~7~~'.~"':~=~ , '.,.,. .' ': '.f ~,~ .., 4 oJ . ", '. . , ' .' , ~~' ',.-,~' :.,~.. ". ':.. ,,).:-:_. ,v; :~." :,' ,:, ,::: :'" ,,:~- / . \' ~#5REBAR 6"-3/4 (0") CONTiNUOUS CRUSHED ROCK GfOTEXTlLE FABRIC , . " Q ::f~ ~...... ~'- ~~ . ........ . ','" ", .' <t' . ' ...., , 1, ,~ ;, 'i . <!> '<1 '4.'. <: .,.. ',: . ~ '. . ~ 0.: '4 ,.: :.' . <t . " . o ,4 ' 4.' . <(. ." A, (J. < ..c:::.:..- ':' >1:12; --;:::>0' . . ...... :~. ',..~MAX ~ 4, . . ;' '.,' ,".::1' SECTION A-A , .4 ' . " '". .~~, ~! ~'4. ~ ~_: ~T_M~~O~ 3AS 'lS & ~J:-A- _S N. 'T.8~ .3~ +/- r' , . j, '<l " ~ 4 .;1: 12 . .' .,,::", <to 1Ilo:r . , , ,MAX,' . - ~ ,4,,' .~' Co , , , ~, .. ci' N')d 22' (2) .4 LONGITUDINAL BARS. (CONTINUOUS) ~ ~ RrrAIN~/G ' WALL CONCRETE AC r 2.5':/; SIDEWALK \ ~.. -:.....,.~~1..j,:.;.i:':':-!,~~!!~~,::;~~:?,.~~~",. ;.:.~:~'::-.:::. r_. ~ ~Q!';'~'~"''- "';:"'i"c'~"">:"''''' . " , , , .4 "'::. " , 4 , . , . ~ ". A <t ~ 2' ~I" 22" : CLR. ; WA1.L HEEL ". TYP. '" 28- FOOTING ~ ;' WIDTH . c.:> ~ ....... (1) . CJ~ ...... z :.::: e? O (I,) C> =~ J.. ~ b'; <1)~ l'- .~ @ ~ Q.;l ~ ttO N :::.:dot (I,) I ........ ~ ~ 0) "'.,dOl:'- Sf C.,) -. r- (1)ClS- C;; ... Q) S ,..... <<) "'; It:) '\IJ ~ CJ:) ___ n . _ ' ''',: <1 .'4 ,1 ' .! ~ C/j 10" MfN. 3/4/# . & CRUSHED ROCK COMPACTED TO 941 MODIFIED PROCTOR RELA rIVE COMPACTION. rn ~ o:i z o i= a.. <( ~ en fR d; 9 3: Q) 'S ~ c: co 0.. ..m ~ Q) en 'C e- ..m c w aif5 offS en .. lD..... d;@ 9...... ~~ "~ N...... Qi.D elf co c:: i:: OlO '~j o~ , .f .4. ... '1" '" ~ ..::1 ~.,.,"";}.."!~""';,'l';'!f ,'tl."'I";?,^ ,:."~",iJ',r.:/:';-;~<;~.~< ~.,.tt~,...:"..;.;~r'~. - -""""",""~",,.,~, "'....._."".L"...-..'~ ~.:. ..,"'..,..-.:......... ( . . .. .' , ' . . ~ '\ 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 ~ , : ,<1 A 01, ..... Q.D ~ -,-4 ~ Q) Q) ~ -.-. bD = ~ ...c C..) s:: ctS ~ ~ ~ .d. 01 '4 . J . 1 .~ . <1., " -;; <:.l IS] o <:.l o (I,) . ~ bOo ~ (I,) ...... c:" 504 . 0.) d Q.) 0 ~~ '6& i! s:I 0 ~a (.)rr.= ~ . 504 CQ tn ~ :. ~ ~ ~j 01, rJ':) - . -. ~ p: . .... t.,;) Oriahtt~t NOTES WITHIN 2t HORtZ. OF RETAINING WALL FACE. LIMIT COMPACTION EQUIPMENT TO "JUMPING JACK" OR WALK-BEHIND COMPACTOR. MAXIMUM 4" LOOSE LIFT. USE GRADE 60 REINFORCING BARS, CONCRETE COMPRESSIVE STRENGTH: 3500 PSI SLUMpl 4. t 1/2' WA TER / CEMENT RA TIO: 0.48 OR LESS 18" GROWING MEDIUM (.3 WAY MIX: SAND/LOAM/COMPOST) MUST HAVE 2 IN/HOUR INFILTRATION RATE 6n STORM PIPE - Slope 2% mox. Slope 8.33% max. <l= ... PROJECT # DRAWN CHECKED DATE 09-159 ARS GAM 02/15/2011 MINIMUM 18" OF 1-1/2" WASHED DRAIN ROCK- DRAIN ROCK MUST INTERFACE WffH NATNE 8AR RUN l'- ~ ~ ~ o .....~ Q)Q)~ en (I,) cS "" "'b co <1.) rJ':) .. c ~ I't:fl ~:i~C'D g.~ioit ~ J."&C c= _ <<S e.- ...... Q.) ... ~ ~ == <<) tIJ._ SECTION B-B f.... ..n.... ....., ..................."..'" ".... ............--.."..... ........... ... ....... ............ ..... ..............._.-*....--- Truncated dome detectable warning surface In compliance with 2007 OSSC Section 1109-/6 N. T.8. L3 " , : 0 INFILTRATiON BASIN A PLAN AND SECTIONS SCALE' ,. -10' , , o ~~!~ CROSS WALK o .f6\ CONCRETE CANT1LJsYJ!iR RET.AINlNG WALL \::..J SCALE' 112' .1'-0' CONCRETE VALLEY GUTTER SCALE' N. T.8. 1 ~ , ~59~RJGHT 2011 by TBG Architect & I'fannel'!/lnc . ~~~..-.:_.~'..".,'""",,,',.,,,,,' &, M II flAY;6 N o ~ oj t- o.. o 0.. ~ 8 o ~ :fl ~ ~ ~ ~ ~ cEi ~ l() o ms 00- C") ..- o;lN 8~ ~~ ..., ~ ~~ 0.. ~ ":"": -.::r N~ .. ..Q (1) (1) Su. co c C 0>0 .~~ ~ ~ oUJ N o 5'-0" SLOPE <$ DRAINAGE EASEMENT I O'~on X 45l_Qll SIGN EASEMENT (E) ODOT SIGN TO REMAIN ~. LoU U <( -J Cl.. ,'" C1') , N Q) ~ t; ~ ~tn Lf')-! <( U J:~ t- ::> o t/') NEW PROPOSED DRIVEWAY" 3.. o -' ""'" C\l .J~ MAIN STREET (PRINCIPAL ARTERIAl5TREET) 132'_~~" .t. ~ >>>>>: - ....... :::t '..~~....... I I ADJACENT EXISTING RE51DENTIAl DWELLING TO REMAIN ........w........ 0 .. .. . .... _I .......('f) .. .. ., .. ... . .. .. . .. ... .. . ... ... ... .. .. . .. 1 I +/_1 G'-O" ")I<I! f TO EDGE OF (E) BDG I .-- S -- ') A fT\ : - \ \V 111 = 20'~01J LU U <( -' a.. =- C ... tn ,.... \.I') :r: .- ~ o V) ~ I . _A 'l) JS: CO): 'lO---:S MAIN STREET . """" ~ 5DC 3.2-200 MDR BASE ZONE DEVELOPMENT 5T ANDARD5 SDC 3.2-300 CC BASE ZONE DEVELOPMENT STANDARDS $ GENERAL DEVELOPMENT STANDARDS (2) SDC 3.2-2 J 5 CD 5DC 3.2-215 10'_0'1 MIN BUILDING fRONT, SIDE If REAR YARD SETBACKS r--------~ I ~ . I I I Q. 'k .I..: f8'-0" MIN GARAGE fRONT YARD SETBACK @ SDC 4.2-130 @ SDC 4.2-135 @ 5DC 3.2-315 J 0'-011 MIN BUILDING If 5'_0" MIN PARKING/DRIVEWAY fRONT YARD SETBACKS , ~J c " , , '. 51_011 MfN BUilDING INTERIOR YARD SETBACK <? ~ PROPOSED COMMERCIAL BUilDING CD SDC 3.2-215 -1 ,. I 10) J7 I I J I J I I J , I .----------- I I I ,~ 5DC 3.2-250 MULTI-UNIT DESIGN STANDARDS VARIANCES 0. ...,. cf:l I I I ,- -, I - I I I I I i:l ~ (r I I I J I ---> 5DC 3.2-240 MULTI-UNIT DESIGN 5TANDARDS .- LU LU ~ l- V) o 5DC 3.2-240(D)( I lea) CD 5DC 3.2-240(D)(2)(a) o 50C 3.2-240(O}(3}(b){III) o soc 3.2-240(D)(3)(b)(tv) o SOC 3.2-240(O)(3){cJ) PRIMARY BUILDING ENTRANCE fACES 5TREET MAX J GO-a" CONTINUOUS HORIZONTAL DI5TANCE 15'-011 MIN BUILDING ENCROACHMENT BUffER AREA o SDC 3.2-250(D)( J )$(2) 0. 1'\:l,,~"H ~ ,.~~ f~ ,. I '~/'V.. Cl ~\~ .~i::;' ~ r ..,..1 ) "'- ....,,., o Z N 1.1') :r: .- ::> o V) o 5DC 3.2-250(D)( I )$(2) 25'-0" MIN BUFFER AREA CLEAR fROM ACTIVE RECREATION AREA MAX I 20'_0" CONTINUOUS HORIZONTAL DISTANCE WITHIN 50'-0" Of LDR ZONE o SDC 3.2.250(f) o 5DC 3.2-240(D)(5)(b)(lV) 250 Sf MIN ACTIVE RECREATION AREA WITHIN COMMON OPEN SPACE @ SDC 3.2-240(D)(5)(c)(I) .$ (II) PRIVATE COMMON OrEN 5PACE (MIN 9G 5F AND GI_O" DIM) o 5DC 3.2-250(1) W.W..~.~~."'" MEDIUM DEN51lY ~ t."$~ RE51DENTlAL 51TE AREA ~~~ I I COMMON OPEN SPACE AREA PER SDC 3.2-240 (5)(b)(I), {U),(IV),(VI),(X} AND (c)(m) PEDE5TRIAN CIRCULATION MIN G1_0" WIDE (EXCLU5IVE Of CURB) PARKING PLANTER ISLAND MIN 51_011 WIDE FERIMETER PARKING PLANTER 15LAND @ 5DC 3.2-240{D)(7) @ 5DC 3.2-240(D)(8)(c) f4\ (:Y ) _A~ ~ 111=20'_0" @ 5DC 3.2-240(D)(8)(h) I- UJ u.J ~ r-- CJ) o t3 z gz C"-! to ...J LOtS ~ I I- ::> o CJ) b I RELOCATED ~ !fJ-t)RIVEWAY, SEE CfVIL "'I(' lU o <( ~N ~ r <n u.: _I (\J i- ....... :z ~ u... .,. _:c : 'l ) BUILDING fOOTPRINT .. />. .. . I. I. . c:~:~_ 'lO~.:S I. IN COMPLIANCE WITH SDC 4.3-1251 ALL NEW ON~SITE UTIlITIE5 WILL BE PLACED UNDERGROUND, WHENEVER POSSIBLE. 2. REfERENCE CIVIL PLANS fOR UTILITY, GRADING AND DRAINAGE REQUIREMENTS AND EXISTING CONDITIONS. 3. OUTDOOR BUILDING LIGHTING lOCATIONS, DETAILS AND SPECIfICATIONS Will BE SUBMITTED AT THE TIME Of BUILDING PERMIT IN COMPLIANCE WITH BDC 4.5-100. ALL PROPOSED EXTERIOR LIGHT FIXTURE5 WilL BE 5HIELDED AT THE TIME Of IN5TAlLATION 50 THAT DIRECT GLARE AND REfLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD AND AWAY fROM ABUTTING PR.OPERTIE5 AND PUBLIC R.JGHT5~Of-WAY. " CONCRETE WALKWAYS, TERRACES * PATIOS .. .. ... .. .. . .. . .., ... .. LAND5CAPE PLANTING BEDS .s . ~ PAINTED ON-SITE PEDESTRIAN CROSSWALK STRIPING -- · PROPERTY LINE ,/ x x FENCE (GI_O' MAX HEIGHT) x ~ f-.. co 4. IN COMPLIANCE WITH SDC 4.4-I05(G). A PERMANENT UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET lANDSCAPE STANDARDSI UNLESS WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REfERENCE LANDSCAPE ARCHITECTURE DRAWING5 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 SUBMllTAllN COMPLIANCE WITH 5DC 4.G-I45-150. 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. SHORT TERM BICYCLE PARKING HOOP {2 SFACES}, 1Yr ..f' .'. ~ ~,.< _'i~., ;V:. 'l., . I :. ' " , G. THE DETAILS Of THE PROPOSED FENCE Will BE SUBMIITED AT THE TIME Of BUilDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.4-11 O(B)(3)-1 15. 7. BUilDING AND SITE SIGNAGE DETAILS WilL BE SUBMITTED AT THE TIME OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SIGNAGE STANDARDS. ADA PARKING STAll * RAMP COMPLETE WITH PAINTED 5YMBOL * STRIPING, SIGN AND DCIl:CTABLE WARNING , ro PARKING LOT LIGHTING (20'-011 HEIGHT, TYP UON) fULLY SHIELDED * DIRECTED DOWNWARD 8. EXACT SITE PLAN DETAILS. DIMENSIONS AND BUILDING fOOTPRINTS ARE SUBJECT TO MINOR CHANGES AT THE TIME Of BUILDING PERMIT 5UBMIITAL. ALL CHANGES WILL MEET RELEVANT CODE STANDARDS. EXISTING TREE TO REMAIN ~ ~A ~ < 'lG CA_C~ _A~ 0 'lS PARKING CAlCULATION5 ARE PROViDED fOR REfERENCE ONLY. NO PARTICULAR TENANTS HAVE BEEN IDENTifIED. A (:A CA_C-, _A-- O~S TOTAL SITE AREA aN ~ <<> Q) TOTAL IMPERVIOUS AREA TOTAL BUILDING fOOTpRINT AREA COMMERCIAL BUILDiNGS DETACHED TRASH AREA RESIDENTIAL BUILDING5 ASPHALT/PARKING/DRIVE AISLE ARJ:.A WALKWAY/PATIO ARiA TOTAL PERVIOUS AREA LANDSCAPE AREA VEHfCLE PARKING G5,670 Sf (J 00%) VEHICLE PARKING 5PACES REQUIRED (5DC TABLE 4.G-2) EATING, DRINKING ESTABLISHMENT I : 100 Sf GROS5 fLOOR AREA 21500 5f/l 00 RET AIU5ERVICE/FERSONAl/SMAlL OffiCES I : 300 Sf GROSS fLOOR ARfA 3,000 Sf/300 MULTI-FAMILY DWELLINGS 1.5 fOR EA DWELLING UNIT J 5 UNITS X 1.5 TOTAL VEHICLE PARKING SPACES REQUIRED 58 SPACES 47,997 5f (73%) I 7,042 Sf (26%) 5,500 SF 405 5f I I , 137 5f 23,245 Sf (3G%) 7,71 0 Sf ( I 2%) 17, G73 Sf (27%) 17,673 Sf (27%) 25 5PACES '05PACES 23 SPACES 26,074 Sf 318J t Sf 8.752 Sf (34%) I J, 733 Sf (45%) I 1.'37 SF (43%) TOTAL VEHICLE PARKING SPACES PROVIDED 6 I SPACES (15 RESIDENTIAL PARKING SPACES ARE PROVIDED IN INDIVIDUAL UNIT GARAGES) ACCESSIBLE SPACES (81_011 X , G'_Oll WI 21-0' BUMPER OVERHANG) MULTI-UNIT DESIGN STANDARDS AREA CALCULATIONS 'i' TOTAL MDR SITE AREA 15% LANDSCAPE ARfA REQUIRED TOTAL MDR LAND5CAPE AREA PROVIDED MAX LOT COVERAGE REQUIRED LOT COVERAGE PROVIDED TOTAL RESIDENTIAL BUILDING fLOOR AREA (EXCLUDING GARAGES/5TORAGE/DECKS $ PATIOS) 25% Of BUILDING fLOOR AREA AREA Of PRIVATE OPEN 5PACE BEING DEDUCTED TOTAL COMMON OPEN SPACE AREA REQUIRED TOTAL COMMON OPEN SPACE ARfA PROVIDED 50% LANDSCAPE AREA REQUIRED LANDSCAPE AREA PROVIDED ACTIVE RECREATiON ARiA REQUIRED ACTIVE RECREATiON ARiA PROVIDED J\ ILl U :: U) o ~ G> ~ iO ~ .s-. ~ o U I in ~ .110 3 SPACES COMPACT SPACES (8'-01 X I 6'_011 WI 21-0" BUMPER OVERHANG) 15 SPACES (25%) , 6,9G4 Sf 4,24' Sf I ,320 Sf 2,92' Sf PRIVATE GARAGE5 (APPROXIMATELY I 1'_0" X 22\-0") STANDARD SPACE5 (9'_0" X I G'_O" WI 2'_0" BUMPER OVERHANG) 5% INTERIOR PARKING LOT LANDSCAPING REQUIRED INTERIOR PARKING LOT LANDSCAPING PROVIDED 1,278 Sf (5%) 2,175 5F (9%) 155PACES 28 5PACES 3,318 SF J .G59 Sf J ,GG I SF (>50%) 250 Sf ##uu#u BICYCLE PARKING BICYCLE PARKING SPACES REQUIRED (SDC TABLE 4.G-3) EATING * DRINKING ESTABLISHMENT I : GOO Sf fLOOR AREA 2,500 Sfl GOO 25% LONG TERM 75% SHORT TERM 2 5PACE5 3 SPACES REI AIl/5ERVICE/FER50NAl/5MAlL OfflCE5 I : 2000 Sf fLOOR ARfA 3,000 5F/2000 25% LONG TERM 75% SHORT TERM MULTI-fAMILY DWELLINGS I PER DWELLING UNIT J 00% LONG TERM TOTAL BICYCLE PARKING SPACES REQUIRED SHORT TERM SPACES REQUIRED lONG TERM 5PACES REQUIRED I SPACE5 I SPACE5 155PACES 225PACES 4 SPACES J 8 SPACE5 TOTAL BICYCLE PARKING SPACE5 PROVIDED 24 SPACES SHORT TERM 5PACE5 PROVIDED G SPACES RE51DENTIAL LONG TERM SPACES PROVIDED J 5 SPACES COMMERCIAL LONG TERM SPACES PROVIDED 3 5PACES (LONG TERM SPACES fOR COMMERCIAL BUILDING WILL BE LOCATED WITHIN TENANT SPACES AT THE TIME Of INDIVIDUAL TENANT INfILL) ?1)(<1/'?[J ~..A-7ilr~\ ~ 'gJI' ;::.-.IYA-J"kl,p' r" 1, "" ~l (7\S e~Ae::/S:A- \Ie & -~:__ S WA__ \V NTS Date Received: f S 2011 Original SubmittaL THG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~~D AIi~ HJ~ i\{:.~, ~f ~ , JO~ N~1t;)VlESr~ IIljJ *v< ~ ~UJ("ORm9~ 7'( OF O~~ - / .J.J Z :l.. o -l --L.I > .J.J ~ ..u ~ - s PROJECT # DRAWN CHECKED DATE SHEET co /' o VISION CLEARANCE AREA MIN 250 Sf lOADING AREA fOR COMMERCIAL BUILDING5 Of 5,0005f TO 20,000 Sf Of GROSS flR AREA SDC 3.2-240(D)(2)(b): ADJUSTMENTS TO BUILDING ROOf fORM (ALSO SEE 5HEET A4) SDC 3.2-240(D)(2)(ca): ADJUSTMENT TO MIN DEPTH Of PROPOSED BUILDING EXTENSIONS 5DC 3.2-240(D}{3)(b)(III): ADJUSTMENTS TO MIN ENCROACHMENT INTO THE 25' BUffER $ BUILDING HEIGHT WITHIN THE BUffER AR:t.A (ALSO SEE SHEET A4) SDC 3.2~240(D)(7)(b): ADJUSTMENT TO THE MIN 51-a" SEPARATION BETWEEN THE ON-SITE PEDESTRIAN WALKWAYS * DWELLING UNITS (ON BUilDING I SECOND fLOOR ONLY, 5EE SHEET A3) ... .~ ----- TYPICAL END SFACE - /' ..,. '.. '-- -- TYP5PACE . / . / BETWEEN HOOPS .j() ./() rl - TYPICAL HITCHING r 2~I-l:' 4l(I-LO~u., I"- POST OR 5TAPLE RACK () DIMENSIONS PER SDC fiGURE 4.G-B - - I J _A \J 200913 AM KT/JEl 02.15.11 A1 @COPYRIGHT 2011 by THG ArchItect & Plannersllnc j of I L pCL~l5 o o @ @ 0.,- _I i 'J ~-~\ "I; , -~ TRASH ~_Ar- 0-'- .--.1 - ./' .- __ __ ~c- DRIVE-THROUGH COMMERCIAL BUILDING ~ 1:_00~)_A\j ~ ~ Q 1/8" = 1'-0" o 0.,-,- - -- o 0\ o CD I~) ARCHITECTURAL FLOOR PLANS ARE PRESENTEDCONCEFTUAlLY FOR REFERENCE ONLY AND ARE SUBJECT' TO MINOR CHANGES AT THE TIME OF BUILDING PERMIT SUBMITTAL. ALL CHANGES WILL Metl RELEVANT CODE STANDARDS. NO PARTICULAR TENANT5 HAVE BEEN IDENTIFIED. @ G-:-'l : ~ _ .'lO---E T~ -ll,- COMMERCIAL BUILDING c OO:J ) - A" I ,.... r;'\ !- ,- "4 z"... ~ 1/8"=1'-0" 0 CD @ @ 0 0 @ 0 0 0 @ Q @ G @ G @ IY ,-..--. -f ~ ...._..._"_J41 ~'4 F~ I I ...---- "1 -'-1'-" I ~ 1/7/--71 //;, f?~7~ ,_.___m_.. 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MASONRY WALL, TYF -~ :S. J.: 'l~A_ 3~: -_) 'lCS -:X-~: ~ OR = - :VA ---_0'l5 ~ '/.'. - -------- COVERED PATIO ~. FROPERlY LINE PROPERlY LINE ~~ .. Z c;> - U> ~ ,~~ '\ ., 01-0" fiN. fLOOR ~ 01_0"~ fiN. fLOOR .'. ~., ~ "- ' . TRASH AREA. . MASONRY WALL , , . .. 31.0" L ," -r- 5'-0' STRUCTURE B STRUCTURE A STRUCTURE C , '13'-0" ~ .t. . .5'-011 .;,f./ ~}- 121-0" ~ C) ~ <. t- o.. o w ~ ~ o ~ > u ~ u C ~ "" "C ~ ~ to o CDS 00. C') ,.... o;c:i g-d" ~~ de; O::N a.. _ ~"lIl:2" N'- .. ..0 ?J.f co C c C) 0 .~ 'i ~~ oc/) .' .t. .. 12'-0" o ,(2) BEDROOM FLATS & (1) BEDROOM FLATS OVER PRIVATE GARAGES f6\ 3J -)~G # - ::AS- ::_:VA-O~ ~ 1/8'1 = 11-0" 0" (1) BEOROOM FLATS OVER PRIVATE GARAGES' .@73U_J'G# W:S- :_:VA~O\j A4 1/811 == 11-0" .' ' . . . . > .' (2) BEDROOM TOWNHOUSE . . . . (8\ 3U_ -) ~G 2 - W::S- :_:VA- O~ ~1/811=11-01l' .' . CD fR9NT fACADE -.A'l-J JS: CO )-: 'lO--ES G: \.J ~,-M._ 'lO-~:S PROJECT # DRAWN' CHECKED DATE 200913 AM KT/JEl 02.15.11 I .' ARCHITECTURAL pETAIL5, flNISHE5 AND WINDOW CONfiGURATION ARE FRE5ENTED SCHEMATICALLY fOR REfERENCE'ONLYAND ARE , 5UBJECT TO CHANGE AT THE TIME Of BUILDING 5UBMIlTAL 5DC 3.2-240 MULTI-UNIT DESIGN 5TANDARD5 SDC 3.2-250 MULTI-UNIT DESIGN 5TANDARDS VARIANCES CD o o 5DC 3.2-250(f) .0 SDS 3.2-250(D)( I )4:(2) MIN J 5% WiNDOWS * DOORS ON fRONT FACADE 5DC 3.2-240(D)(2)(e),(f),(g},(h) MIN EVERY 30-0" ON EACH fLOOR CONTAIN5 MIN Of 2 Of RECES5ES, EXTEN510NS AND/OR OffSET5 . 5DC 3.2-240(D)(2)(c) 5DC 3.2-240(D}(2)(b):ADJUSTMENTS ,TO BUILDING ROOf FORM (AL50 5EE 5HEET A4) 5DC 3.2-240(D)(2)(g): ADJU5TMENT TO MIN DEFTH OF PROP05ED BUILDING EXTEN510NS 'SDC 3.2-240(D)(3)(b)(m}: ADJU5TMENTS TO MIN ' . . ENCROACHMENT INTO THE 251 BUffER. $ BUILDING HEIGHT' WITHIN THE BUffER. AR!A (ALSO 5EE 5HEET A4) '. . , . Date ReceNed: ,",\ fEB \5 201'- A4 SHEET o 5DC 3.2-250(D)(' )$(2) o 5DC 3~2-250(1) '. 5DC 3.2-240(D)(7)(b): ADJU5TMENT TO THEMIN 51-0' 5EFARATION BETWEEN THE 'ON-5ITE PEDE5TRIAN WALKWAYS * . DWELLING UNIT5 (ON BUilDING I 5ECOND fLOOR ONLY,5EE 5Herl A3) @COPYRIGHT 2011 by TBG Architect & PlannerrJInc . Ori9\na\ submttta\-- - .... 10 of 11 p:tse.s (3) KARL FOERSTER GRASS PROPOSED MONUMENT SIGN (82) MT. VERNON LAUREL (10) HAMElN FOUNTAIN GRASS ~ (8) DAVID VIBURNUM TBG MAIN STREET (McKENZIE HIGHWAY) (3) TUSCAN LAVENDER (4) MT AIRY FOTHERGILLA (10) HI: ILl HOLLY (6) DAVID VIBURNUM (18) LEATHERLEAF SEDGE (19) AZTEC PEARL MEXICAN ORANGE (17) ORCHID ROCKROSE . (5) CLOUD NINE FLOWERING DOGWOOD (12) BRAMBLE (1) CLOUD NINE FLOWERING DOGWOOD ARCHITECTS & PLANNERS liNe (4) VINE MAPLE (8) DOUGLAS SPIRAEA 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax(541)687~625 LANDSCAPE ARCHITECTS .. SI H IR MER + AS'SlltATES · (10) DAVID VIBURNUM (6) I SANTi' REDTWIG DOGWOOD ~.OlST:e~b. ~9 #325 ~.o I- en -r-W LOU ~::5 :Jtl. o en '(6) SPRING BOUQUET VIBURNUM (5) RHEtNLAND ASTlLBE (11) MT. VERNON LAUREL . 375 W. 4th Ave. - Suite 201 Eugene, Oregon 97401 Phone; (541) 686-4540 Fax: (541) 636-4577 Web: www.schirmerassociates.com ~~~~ ~~ "'~ (2) CLOUD NINE FLOWERING DOGWOOD (5) DEER FERN (1) VINE MAPLE \ I ". \.:::~:> ;.;:: ,::';:i::j .\. :~.. ,.- :g: "... ".:'':: ::~~2M~\f~, '..: .' .:: . : ..(1 '::. '. ~. .' _ ~. .,.~ . . '.. ". '. . . :, I . .. .. ..... ~. . .. .. . .:' \.'...:r:. :'!' ',:: 6,~::~:~~{~~:'~: \..J' .' . t..,.. . '. ," .,."- rffi ' ,:!:~':;;~:?'.~":!J ".-.~." ... ..,...~....... , i ;:i11;l 1{-:;:~::~:~'~~;~.1 ;=-J~~~ ?~ /;ij~_= .J,...... .' .~. .~, m~ &,~ ~~ ~ (79) SPREADING RUSH (125) BRAMBLE \ I ft ". .: '.' '. :', TREE STAKES D.F. 2" x 2"x6' (4) DAVID VIBURNUM (5) CONVEX LEAF HOLLY , (8) BENNERUP BLUE SIBERIAN IRIS (3) CONVEX lEAF HOLLY {1) CLOUD NINE FLOWERING DOGWOOD o ZI- NW lOW :c~ 1-1- 5en (() ".. ...... -: J- Z W ~ c... o -I W > W o W ~ MULCH TREE TIES ) } Grow Straight or approved IMPORTANT: Root crown to be a minimum of 4" above finish grade. J) ~~ r (49) KELSEY REDlWIG DOGWOOD. (16) SPREADING RUSH. I /' (2) VINE MAPLE ! (35) BRAMBLE 1 I (3) MT VERNON LAUREL ,,' (1) AUTUMN BLAZE RED MAPLE - I (4) DAVID VIBURNUM ___ (4) KARL FOERSTER GRASS ~ (42) MT. VERNON LAUREL " (2) CHANTICLEER PEAR (18) PACHYSANDRA I v BACKFILL Fill halfway and water thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling : K~;1~~;I1~i~;~~tf;~i (~!~i~~gl-- UNDISTURBED OR COMPACTED SUBGRADE (3) JAPANESE SKIMMIA (3 FEMALE) (3) KOREAN SPICE VIBURNUM (7) BURKWOOD DAPHNE (1) CLOUD NINE FLOWERING DOGWOOD (6) MORNING LIGHT MAIDEN GRASS 2x diameter of rootball ; 7 L ~ (17) PACHYSANDRA (1) CHANTICLEER PEAR (5) BURKWOOD DAPHNE ,NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. (10) MIDWINTER FIRE REDlWIG DOGWOOD I (2) CHANTICLEER PEAR (140) BRAMBLE' (19) AZTEC PEARL MEXICAN ORANGE (4) CHANTICLEER PEAR. o DECI lUaUS TREE PLANTING lETAIL (8) HETZI HOLLY I I N.T.S. (17) MTVERNON LAUREL . (3) AL I t:C PEARL MEXICAN ORANGE (4) MIDWlNTER FIRE REDTWlG DOGWOOD - (1) CLOUD NJNE FLOWERING DOGWOOD PLANT LIST 1Il ~ ~ I- ZOa.. <(:::J,? ~~3: -XU)~ '-'U ~ > -0 a.. W c:o::O:: C'J. W 2 LOI-<( 2---' LU a.. cnOLU , 1Il ;-.- LOOU5 QiY:l Botanical Name I TREES 26 ker circinatum 14 Peer rubrum 'Autumn Blaze' 2 Peer rubrum IRed Sunsef 14Comus florida 'Cloud Nine' 3 Comus kousa 3 Fraxinus americana 'Autumn Purple' 6 Ginko biloba 'Princeton Sentry' 9 GledUsia triacanthos 'Skylinel 16 Pyrus calleryana 'Chanticleer tSize I I ~4'-5' 1 11211 cal 2"cal. 6'p7' 14'_5' 2"cal. 2"cal. 2"caL 211cal. Common Name Comments I 'Vine Maple ,'Autumn Blaze Red Maple , Red Sunset Maple ICloud Nine Flowering Dogwood Kousa Dogwood Autumn Purple Ash . Princeton Sentry Ginko . Skyline Honey Locust ~ChantiCleer Pear ~ I ,Aztec Pearl f\JJe>cican Orange Crimson Spot Rockrose Orchid Rockrose Midwinter Fire Redtwig Dogwood IISanti Redtwig Dogwood Kelsey Redtwig Dogwood Burkwood Daphne 'CompactWinged Euonymus , Mount PJry FothergiUa' Convex Leaf Holly Hetzi Holly Japanese Skimmia Douglas Spiraea Emerald Green Arborvitae : Korean Spice Viburnum David Viburnum Spring Bouquet Vibumum :Spring BouquetVibumum 3 stem min. IVJatchedl evenly branched Matchedl evenly branched Matched, evenly branched Matched, evenly branched I Matched, evenly branched Matched, evenly branched Matched, evenly branched Matched I evenly branched 1 I I PROPOSED 6' PRIVACY FENCE (7) SPRING BOUQUET VIBURNUM (5) HAMELN FOUNTAIN GRASS , (I I (7) AZTEC PEARL MEXICAN ORANGE (7) DAVID VIBURNUM I ~)COMPACTWJNGEDEUONYMUS (8) HAMELN FOUNTAIN GRASS (6) CRIMSON SPOT ROCKROSE - SHRUBS 118 Choisya temata x arizonica 'Aztec Pearl' 16 Cistus ladanifer 27 Cistus purpureus 14 Comus sanguinea 'Midwinter Fire' 9 Com us stolonifera 'Isanti' 118 Comus stolonifera 'Kelseyi' 12 Daphne burkwoodii 16 Euonymus alata 'Compacta' 25 Fothergilla major 'Mount fiJrj 8 Ifex crenata 'Convexa' 33 Ilex crenata IHetzi' 39 Skimmia japonica 8 Spiraea douglasii 12 Thuja occidentalis 'Emerald Green' 14 Viburnum carJesii 165 Viburnum davidii 37 Viburnum tinus"Sprjng Bouquef 16 Viburnum tinus 'Spring Bouquef (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) SKYUNE HONEY LOCUST (4) COMPACT WINGED EUONYMUS 5 gal. 5 gal. 5 gal. 5 gal. S gal. S gal. ,5 gal. 5 gat. ,5 gal. ,5 gal. ,5 gal. S gal. ,5 gal. S gal. 5 gal. .S gal. , 5 gal. 36"-42" J- Wco WI'-. ~~ Cf) 0> . :z ~- <t: _ .;:: Cl . 1.0 ......J . m!:!:! · LL LOC) oC:S Z ; 1.O~ !;:a.. LD CJ) · I I NOTE: SEE LAND USE SHEET FOR SITE DIMENSIONS N o I I 36 female, 3 male S-= :l_A\J G) 1"=2(1-0" - LEGEND NOTES , I l1 gal. ,1 gal. 1 gal. 1 gal. 1 gal. 1 gal. 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 UTllITleSI 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 DIAMl: I t:R 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, SIZES AND LOCATION ARE CONCEPTUAL AND MIGHT CHANGE AT THE TIME OF BUilDING PERMIT SUBMiTTAl. ALL CHANGES WILL COMPLY WITH RELEVANT CODE STANDARDS AND APPROVED PLANT LIST. PERENNIALS 5 Astilbe arendsii 'Bridal Veil' 17 Astilbe arendsii 'Rheinland' 14 Coreopsis ~rticillata 'Moonbeam' 25 Hemerocallis 'Stella d'Oro' 14 Iris sibirica 'Bennerup Btue' 11 LavanduJa angustifolia 'Tuscan' Bridal Veil Astilbe Rheinland Astilbe Moonbeam Coreopsis Stena d'Oro Daylily \ Bennerup Blue Siberian Iris 'Tuscan lavender PROPOSED TREES, SHRUBS, GRASSES. AND PERENNiAlS .J PROPOSED BENCH J _A ~-\jG )-_A \j. () r-'."" ('......, 1 \ "".......- ",..",~~ -('y~ ,~;J ~ PROPOSED BOULDERS EXISTING CONIFEROUS TREE TO REMAIN No Substitutions. Source: 541-746-7178 9 Perovskia atriplicifolia xabrotanoides 'Little Spire' Dwarf Russian Sage f I Karl Foerster Feather Reed Grass leather Leaf Sedge I Prairie Fire Sedge : Spreading Rus h Morning light Maiden Grass 'Hameln Fountain Grass 1 gal. GRASSES 7 Calamagrostis acutiflora 'Karl Foerster 18 Carexbuchananii 8 Carex testacea 'Prairie Fire' 208 Juncus patens 8 Miscanthus sinensis 'Morning Lighf 71 Pennisetum alopecuroides IHameln' 1 gal. 1 gal. 1 gaL 1 gal. 1 gal. 1 gal. EXISTING DECIDUOUS TREE TO REMAIN ~ -0 c:i c:::. o a o C cu a: 0> .S C co 0:: l5"> c: ~f6 .!!!" o..l() 6..:-: CO"- O@} ~:: (l)0 Be;. -:-:; ~ N <1- .. ..0 (l)(l) Su. co Cc: 0> 0 c'-g .~ ;> 1:1 co aC/) ,/.,.///.< C//, ~.I'<~;%//~%i:' %"1-"//./1//z //./...///..~%/, ~/.f:/.//~./~~/ f:{iifjf/f:' .':../ //~ /// ,. IRRIGATION SYSTEM PROPOSEDGROUNDCOVER FERNS 5 Blechnum spicant 65 PoJystichum munitum Deer Fern Sword Fern 2 gal. 2 gal. PROJECT # DRAWN - CHECKED DATE 200913 jas ces 2115/2011 , . r: ~ ? ~ ) IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN & PLANT BED AREAS. IRRIGATION SY;:) I eM TO BE AUTOMATIC ELEv I KIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND FITTINGSI BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROLI RAINBIRD OR APPROVED)I ELE"" I rdC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED)I 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. ,i~J:?t~~;i~t( VINES 13 Lonicera japonica PROPOSED LAWN Japanese Honeysuckle 2 gal. GROUNDCOVER 21 Fragaria chiloensis 417 Pachysandra terminalis 208. Prunus laurocerasus 'Mount Vernon' 742 Rubus pentalobus 2' ? i 1 L 1 Beach Strawberry Japanese Spurge !\nount Vernon Laurel BTam ble 4" pot 4" pot 1 gal.. 4" pot Plant 18" D.C. Plant 12" o.C. ~ PROPOSED 4'-0" DIAMETER MULCH RING CENTER ON TREE ~ ... i ~ Plant 18" o.c. : .,@COPYgIGHT 2011 by TBG Architect & Planners/toe ud9'hte\~vrl:~"!:'~~-"I,,,, "" /1 of If pctjeS