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Plan, Tentative APPLICANT 12/22/2009 (2)
, B GO ABS IONS E . MENTAL FOR CHI LDRE1\J, INC. AOA AFf AT 5D CB CG CMU COL CONC CONT CFT DS EAL D.B.A. THE CHILD CENTER 3995 MARCOLA RD SPRINGfiELD OREGON, 97477 CELL (54 J ) 726-1 465 CONTACT: BILL WIllARD E-MAIL: bwellard@thechtldcenter.orq IT TBG ARCHITECTS & PLANi\JERS/INC J 32 EAST BROADWAY, SUITE 200 EUGENE, OREGON 97401-3150 PHONE (541) 687-1010 ~ fAX (541) 687-0625 CONTACT: QUINCE STERRY EMAIL: qUlnce@tb~-arch.com ELEC ELEV EQ , EXIST or (E) fD FE fDC fEC fHC FIN. fOC fOf fOM GB . GYP HB HS5 HVAC MAX MTL MECH MV MNfR NIC OC OfCI Of 01 OPF 50 Ff Sf A SHT STRUcr SV SIM SNR 50V 55 TC TOP TOS TS TYP UL UON VB VfY vcr VPS WR WI ES1G co TS CIVil ENGINEERS BRANCI-f ENGINEERS IINC. 3 10 NORTH 5TH STREET SPRINGfIELD, OREGON 97477 PHONE: (541 > 746-0G37 f fAX: (541) 746-0389 CONTACT: LANE BRANCH EMAIL: lane@branchenglneerloca.com LANDSCAPE ARCHITECT SCHIRMER & ASSOCIA-rES, LLC 375 WEST 4TH ST, SUITE 20 I EUGENE, OREGON 9740 I PHONE (54 I ) G8G-4540 f fAX (54 I ) G8G-4577 CONTACT: CAROL SCHIRMER E-MAIL: carolschlrmerassoclates.com SITE LIGHTING SOlARC ARCHITECTURE & ENGINEERING INC. 223 WEST 12TH AVENUE EUGENE, OREGON 9740 I PHONE (541) 349-0966 f fAX (54 I ) 343- I 533 CONTACT: RICK CRAWfORD E-MAIL: flckc@solarc-ae.net AMERICANS WITH DISABILITIES ACT ABOVE fiNISH flOOR ACOUSTIC TILE BOARD CATCH BASIN CORNER GUARD CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CARrET DOWN SPOUT EMERGENCY ACCESS lOCKBOX, (SUPRA COMPANY, SALEM ORt SUFRA SAfE # I OR 2) ELEl-l KlCAl ELEVATION EQUAL EXISTING fLOOR DRAIN fiRE EXTINGUISHER. fiRE DEPARTMENT CONNECTION fiRE EXTINGUISHER CABINET fIRE HOSE CABINET fINISH fACE Of COLUMN fACE Of fiNISH FACE Of MASONRY GYFSUM BOARD GYPSUM H05E BI5 HOllOW STRUCTURAL SECTION HEATING, VENllLATION, AIR CONDITIONING MAXIMUM METAL MECHANICAL MIXING VALVE MANUfACTURER NOT IN CONTRACT ON CENTER OWNER fURNISHED/CONTRACTOR INSTALLED OWNER fURtU5HED/OWNER INSTALLED OPPOSITE SOAP DISPENSER PRESERVATIVE TREATED SPRINKLER fLOW ALARM SHEET STRUCTURAL SHEET VINYl SIMILAR SANITARY NAPKIN RECEFTACLE SHUT-Off VALVE STAINLESS STEEL TOP Of CURB TOF Of PAVING TOP Of SLAB TUBE STEEL TYPICAL UNDERWRITER LABORATORIES UNLESS OTHERWI5E NOTED VJEW BOX VERIfY VINYL COMPOSITION TILE VENEER FI.A5TER 5YSTEM WASTE RECEPTACLE WITH NOTE: THIS LIST ISINCOMFlETE, VERIfY ABBREVIATIONS WITH ARCHITECT ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541 ) 01 0 Fax (541) 687-0625 _. RAWI1\JG I D-EX TI TITLE SHEET - (THIS SHEET) CIVIL CI C2 C3 C4 SITE ASSESSMENT Of EXI5TING CONDITIONS IMPROVEMENT AND PUBLIC UTILITIES PLAN GRADING, PAVING, AND 5TORMWATER MANAGEMENT PLAN CIVIL DETAILS ARCH ITECTURAL A' SITE PLAN - (ENTIRE DEVELOPMENT SITE, fOR REfERENCE ONLY) A2 ENLARGED SITE PLAN, AND PROJECT AREAS - A:3 SCHEMATIC fLOOR PLANS AND DETAILS A4 EXTERIOR ELEVATIONS A5 ACESSORY BUILDING ELEVATiONS LANDSCAPE L I LANDSCAPE PLANTING PLAN L2 LAND5CAPE PLANTING L15T AND DETAILS ELECTRICAL EOO I ELECTRICAL SITE PLAN SYMBOLS R.OOM IDENTifiCATION ROOM NAME # DETAIL REfERENCES DWG. NO. fX\ SHEET NO. '\V V1Cf N t J Y AP PROjECT/ HASE ESCRIP-rt THIS PROJECT IS LOCATED WITHIN THE CONTEXT Of A DEVELOPMENT SITE OF APPROXIMATELY 8.4 ACRES. THE PROPOSED SITE IMPROVEMENTS AfFECTS APPROXIMATELY 1.9 ACRES ON TAX LOTS 700 AND lOOt (SEE A I). THE PROPOSED DEVELOPMENT CONSISTS Of THE CONSTRUCTION Of A NEW OUTPATIENT/ ASSESSMENT BUILDING, ACCESSORY BUilDINGS, AND ASSOCIATED SITE WOR.K. THE DEVELOPMENT Of THE SITE WILL PROVIDE UPDATED fACILITIES fOR fACULTY AND ADMINISTRATION ALREADY RESIDING ON SITE. THE BUILDING'S LOCATION AND CONSTRUCTION TYPE WILL REQUIRE THE REMOVAL Of AN EXISTING OUTPATIENT BUILDING, (fOR FIRE SEPARATION PURPOSES) AND A STAND Of EXISTING TREES. THE PROPOSED FLANTING PLAN 15 COMPREHENSIVE AND REPLACES ALL MATURE fELLED TREES WITH AT LEAST (3) NATIVE SPECIES CANOPY TREES, ADDITIONAL SUPPORTING STRUCTURES WILL INCLUDE A CODE REQUIRED COVERED TRASH ENCLOSURE AND A COVERED BUS DROP-OfFI BICYCLE PARKING AREA. ASS ESSO R1S AP TA ASSESSOR'S MAP TAX LOT 17 ~02-20~aO 700 If ASSESSOR'S MAF TAX LOT 17 -02-30-00 100 If 200 ,BASIS OF u ESIG (REFERENCE ONLY) NEW OUTPATIENT/ OFfiCE BUILDING CONSTRUCTION TYPE: ASSUMED OCCUPANCY GROUP: BUILDING PROJECT AREA: fiRE PROTECTION: BUILDING CODE: V-B A-2, It B 5, 137 Sf GROSS NON-SPR\NKlED 2007 OSSC PER TABLE 503, IN MOST RESTRICTiVE CftSE - CONSTRUCTION TYPE V-B OCCUPANCY GROUP A-2: · 5,137 Sf GROSS PROPOSED < G,aaa Sf GROSS ALLOWED OUTRIGHT It I STORY PROPOSED = I STORY ALLOWED BASE ZONE: LAND USE CODE: PLO - PUBLIC LANDS AND OPEN 5FACE SPRINGfiELD DEVELOPMENT CODE T1 u f'.... f'.... ~ f'.... ~ ----.II o o U--l ~~ <(u... ~ . <II . U') ~ 0"\ M (f') 5 PROJECT # DRAWN CHECKED DATE p~~ "PI(. E ~ S U 6JJ t1'T ItL- MI q 5f IE TfMTJt\f1U G lfvL Clute! ~ J b--rv}O f~ SHEET @COPYRIGrIT 2009 by TBG Architects & Plannen:lloc 200621 Q JEL 1 2/1/2009 ;- . i. . ." ". , <. f- i 13- ... ~ I- · < i< i < ti ' ~ i I .S , II I J 'j 3 ~ I ' t Nt.., ~O, , ~'" 'THiS'PRDPt::"RrBA~; , < THE 5 )oj .~, TY IS .LOCA (TIME OF~A~ONE .OF 19~C~NU!SIDE . ~ . ,RATION , THE WATER;:' Q " · < MAP LISTS" ': UALITY UMITE TAX LQT .70r;:~;:CKE:NZiE: ~,~::ERCOURSE 'WAlFR.iQU OWN ON TH EAST OF CFSr . .lAtlTY WATER IS SURVEY A CORRiDJ:IS HAS A 75 COURSE (> 1000 S PROPE~~D A' sItE ;~ ,RIPARIAN . 'lrJI'IfANlJ TH-IN 150 rrrr.RF:.VIEW FOR THE WE:f1 : - r , SHOWS lANDS INVENTl ~'ii'NG WJ.LA~~:NZIE~iv;:tAS LANDS "NVENtOffr., THE NATIONAL J'UHm1rA -.. BAS . .' "Y., ~FF:gneff:bJRM MAP NO PROPERTY I:TE; JUNEi 1t1OJ9Cl154F THE 500 YEA~N ZON!: X ANg9. THIS · '. . FLOODWAY, IS OUTSIDE SQ&.' rrPBS., ACCORDING ., . LANE cou TO THE :SOILS MALAS NTY. THEE:XI . SURVE:Y OF HASAO~,~LTY CLAY L:~G SOltS ARE 6 FEErDEEpWATER' TABLE l75) WHICH 2 TO 12 PER AND NEKiA SILWTER THAN HAS A HIGH $,ENT SLOPES / CLAY LOAM 6 FEET DEEP lATER TABLE G'R 1890) WHICH k . . ' EATER THAN . /.... , .... . ../. ..' /. ..' ... .' .~, , '/' ,.- . . . . .-.. .' ",.~ ~ . ..,;.' , . .../ . .,;. .-". ,*. .- . < ., -- --- --- --- \\ \\ \ \ \ . \...< \ \ . \ \ \ \ \ \ , .' ;"" '----/ \ ~, l,...? .. . \ \ , \ ,/ ./ /' .. \ \ . '.. j .- /+ .. ,/lJo' .. ./ . /. ~. ./ . ~'-J' /lc~1 'Ot-o;.~ If\..odiJ ~\.! ' / ., ,; (48) FLUve: . . NTS. NEARLY LEVE . L --- .. ... ~ .. ... ."..--". NOTE: . . . m/SDOES ..,' ....... . . .sURVEY AN NOT CONSTiTUT. . ... . · '. . A SUBSEa D IS SUBJECT E A BOUNDARY . . . . DISCLOSE,' UENT. BOUNDAR:~~N~~URACIES '. .' . . .. . ./ /. .. / ;I': / . . i.- ./.' . - ,?>00~~../ . .' /1., s~,;s",.... .'. . . t. ...-...~ . . ...-dj ... .. .,,-.,. ' . '. .... ...-....-- / .- ,.' . . .,--..'-:- . . . . . ..~..._..--....-.."""--' .' . '. . / . . . . ./ / .' ;/ , ,// ' .-. .- ..-- ....... ,.,.: , ... ".... -- . j ~.., .i.' - .. . . , '. / __..-....-..._.....-..--..-... . "I _.._. I . . .-. .~.. - ........... " ,-:- ... ... GRA . 40 . PHIC SCAlE ~',""o, ~o . , . . ..... . .' ., r~.~' ) 80 .j ~ ~==~:..<<OI~;I));JLV YOlANDA ST' ......~!f/ , YOLANDA $T t; --'Lf'}.tIi fi fi $rl~ . ~"~'V.S1~~ ,fJ' . ~6' / ~~ r..6X><1 J (.;~+"'t-H"" i' / ~ . .:" . ,I }oX , . . I' 1141!llOiA'RI! . . t; . '. .. ., 1-10. . i fi: ~:S/:128 .. ~_".~. f r . ~\ ~ - - ~QIJJ/~ ~~ .~ . r ~... I....,o.~ ...' .//1" ~ v 111\ _ , n~ST ~ ...~ .IIAP. nn ,....-...;;:; ~'llo LEGEND ~ FIRE HYDRANT IZJ BUS STOP t ~. NO.' ,~~t.. ,LEGBND EXISTING CONDIT/ON .. SITE BOUNDARY , CENTERLINE . . _ _ ,RIGHT...,OF-WAY -A/VVVVvV- EASEMENT BASE FLOOD - - FLOOD WAY """'!'" . .. - ..... A_"" . ". '.. . SOIL BOUN'n ..... ,', :,'.' .' . JARY . .' ~:'}';', .t".~'.' ;:': .. ' _ "'" "'" = = "'" _ ., ...1 CONCRETE SID ,..-. = _ cu EWALK -. . RB 4 8;~ ----- '. , ... ....,;l..,.)., , '.', ,- CONT.I\UR .' '\.~,.~' . IV __4" . ...._~...... , " '~- . EDGE OF .... ST, R .' ASPHALT _ .. .. _ _ .. ' i IPING _H -.. .- TOE "... .... _ .OF SLOPE _ ~: :+ "' .. - GRADE BREAK -UGf' _ -- FFN . UGr &;,1. CE (E)WW' {E)WW UNDf:R: . GROUND FO r<r- WASTEWATER POWER {E)W _ (E)W __ -. FIB~R OPTIC ~OHP-' --, WATE:"R . ,OHP 0 . . . (E)WW . ___ VER HEAD POWER . . WASTEWWATER .~." BU/WING . . ~t~:~ ~~\;:% ~~;~~::~ GRAVEL AREA Srr:E SIGN CURB INLET PARKING LIGHT STREET LIGHT POWeR' POLE GUY WIRE SANITARY' P WA$.Tf'RWAT~:P STATION MAIL?OX MANHOLE ~;:SEPHONE RISER UN METER WA~~WN UTILITY FIRE MITER HYDRANT WATER VALVE TRAFFIC SIGN BOLLARD SITE, TREE DRIP LINE to .......-.=:lI:j -'.1 .fJJ ~~, '~~ + ,~' a ~_...."""'-- IPS~ 8 l1D em no [flI <> ~~ .JL . . Q?) TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Eu Suite 200 gene, Oregon 97401 (541) 687-1010 Fax (541-) 687 . -0625 ~~~t.\)PROFj:' ~~. (.~ ~ ~~G1N~1 cc ~53'8~. 1', ~ . Jj . fl'1tI-1 r ~ v REGON . - .1/1.. "Q;; <<'6' t 9, ~<<i ORy A. ~\:) , EXPIRES: DECEMBER :[1 '" vI, 20/0 r ~: !t tiJ a 8:=1 ~ !R~' -=1: a Gl fo~ mJs:~t ~l'"-.sm- cZ :!:.;m'i ~ - . !~ a .- oj a ~- ~ g: .;;i '" - .... . ~ eJ: e ::3 - ~l-e. ,. () . ~ . ~ ~. .. .B . i ~ CI.2 . ~' f!.3 .... ~ . .... M (1) 'Q) 'd -Q' ~ r:r.:I rl ,I I Q ~ ~ ~ p:r ~ r- ~ ~ -=t I~ ~~ ~.~:~ ,.i:f-CO ~ cd it I Q .[~ ~ 1:1:1 ..... ~. . ~ rn' - I' "" I "_ ~ ..~u LUL I- ~.. ZUJ ~' LUO U' I . I" ~ ULU . , I · ~ rvL L..J' 0 t, I t ...J u.. U J..:n I- " ,f T <( . L.UU 'I ~ L.L.J LLI t~ " :< 1 :r::. .' J.: -< . L · ~LJJM r-- ~ ri ~ '" tt Q') OZ <(0 ~~ ::)0 o ... u9 ~- <~ ~lJ ~ ~ I .' :r:: U s ..-;..:: - AS? :SS-:M :'l~~ O-EXS-'G CO~) ---O'JS, REViSIONS A l'eIIlslon. date PROJECf # DRAWN CHECKED DATE 09-051 ws GM 12/01/2009 '. SHEET C1 @~pv~Hr 200 " :". ...9laylDC.M:hlte . ''', .."'." " :d.& ~nllOnllll!= , I .. 'I,' . ." I ',. ~ f. ~ . It lil " i ~ t. ! ~ i I I I. i" j ;12' &1 II . '" ~~ LEGEND - " PROPOSED CONDITION ". WW WW' WASTEWATER W W . WATER Sf . ~ST' SrORMWATER DOUBLE: DETECTOR CHECK VALVE UTILITY VAULT RIP RAP PAD DITCH BASIN . CATCH BASIN AREA DRAIN CLEANOUT \\ \ \\ ~ \\ \\ . . . \\ . . \\ . It .II. U II 1/ #. # ~ 4" .,tfJi'<4? . ; . '. .p . ;. , , . .,,? . ."p . '..? .' ,?'. . ..;? , , ..;.'. .,p . ., ." .,p-?-?'" ~ .. ",.r/ ~O-' .,p"'-? " .~ t-,,~ ;,P" . '.' .' O.Y- .~~~~.~. , '. C './/' ,p . . $ ," , .' . ~'l.~\\... ;- 'I~)".' ;.?'. 4L( ~/....../.... <if?' ". .~.,\~\V -?' . \5.} , ,p , . A""'/'Y # ~'d\t\/ . ; Q' . . ~';' . ?",' . '\'~' . . ..p .),\~l ,. \3-/ " ," ..../..-" . \. -:? , . \.~-tl"'" . " , O~. . " ~ . /~.. ,~~. ,/ ......... ....... . {//I' ~'. ~itt\" / . . ~~ -r? /~~. /// 7 ~'i~t\\/"// /. ? /~ /'" '. \. /".p.' .' /' ~.. . \' , . . /' ,; . "t:t\\'\"'/ . \ /, /~ . . y /' ..",?' ,// I; 1~:i~i4\ I~" ..,-\'; ,. // P /f(.,}~$.~\'" /" . L"/ A"lt\'l /t~ // /'" / ~vf:> / /~~ .\ ~ v "\.. .?' . " ,,;? " .;t?-t? ,........ .' . -"'/" . ~~--.:--.......-=-~""'" ~. ; . TOP OF CURB AND . . RETAINING WALL. SEE o ~ ~ f';. ,,~STRUCTURAL DETAIL ON ~ a: ~ ~ ~ ~. ~ SH~ET C4 f j /. J" AC PAVING .I~, · · ..,. ~ FG: 479.5 ~?Z~~g...;-.; ll' ;t..1~~ I ,~1~~;;~'<t",~ . .~"\~ )J' ~A.~~%'~~~0:~;V/~~ . :i> I ~ . ~ ~ t ~ · ~.,:i.>Jt': ~. ~7:J..~;' ~~.r.:;>'<'X( '.xx v-'f "1.,. . '''~~<'~:'~' . .. f':\ ~~~~;.....'7.'iY>:>''''';:, , . ~ oJ. . }~~\~:~;;-t~"'~; . - 0 ~.-:~ -"~"~"^"'~""'"\fl"(,; ('" ., ....##.,.v~,. 1"''' r/ .. 4." "i~ ..... ~Y;,'- "....~.'. ... . . ~ ;>'''y'~,...:\",,.. -...,,-(1 ..,,, _"; ':f . "~...~;'.-:'~'.~~.i/'..~ ... '. ?' #:""-,, ~~....?t-$t:A~.. . :i-D-......X-~*"~'" ~.'1. ...,!. ~ ~~,:":-~"'.S,"~I.:'-:-':""~~,r..s.'~)~~~"~"1t';')~:~~ '::e:-;.~v,'~{.."':f- ':A;:~"~!.r\;""'~Bi!:"".l~1tt:-.J:"") .f~~-:..~~..;~ ~ ';;:;'~~'...r""~/?t{"."'V;~).',~~~.jt"lF,,,~t. ~;., ..(,~~ ~,I>.{~~. .~.~ ,?:?~Joo ' .,,..&itoc:( 4"_"~. ~, '" ......:.c.;~~.:.'.~~,....~!-..,.$.~,<<...:-~.\...>,'1i:-~::::-.- \ t, \ ........-- ...,7 \//. .' .,,/ / \ ,./ .':,/' , ~ . . . . . . . UGBf!A.SD INFILTRATION BASIN SEGUQN A-A .: . ..'\.....:..:......<.... ", . .......... . .. 'I, . . .1-.. .. 'scU: NONE .,,/".. ~ /" '''. ". ..,-i /' ....,.... "'''-- '.. . \" /' .', ., -- --:- - -= f~"~ . ..' . .. ~. I :.... /I .,-. ... . ".. : "I <.' . . .. . .~ ~... . ,.... ".. .. ..... . . ~ . ..,.. . . . :..; ..-.. .. '.. '"' .." . ';. <> .< t' ~ .-' ". ". . " ... ",.. . , .. .. ..". ". .. w.... ... :,.' ....' '. " ~'.." ./ .. .. ')' :'. 11':: ," (.o', .. '. . . : ~ .. " . . .... '. ".. ~..... ..:.. to I" '.. I '. . . '. .. '. ... . . . . ". ."..0.. . \ '" ..... . :'. ., .. ". ~ .. '" . ", '. 1." . .. .. ., .~...' ':." ;. ." t ,":: ..... .. <., +-~ ....::".....:...:....: .::" ":':, :'. . . ': ", ..,0 '.. ":,.:'..;. .:: '..:' '.' . ':., .' ..... '0... ., '... r~':'-: ..~"" .:: .:' "~ .~:. '~'. .......0.: I I \. " ..> .... . . / // : :'. ;..., .~.: :.: < .~ ::' ;'. :....:- . I I ',' . . .' '. . . . / / . .. ~... ,.. ,.;. ... i / \ > : ' : '::., ..:'.' ...' I \, :: ". '. .' . . I \... :: .:. ,.; '"... t'" " .. . .: ~'!j""'~""'''''''''~~''.I~\ :.:~'. :., ~.' ~', Y-J:'J: .....,~ I .: '.' ," J Ii ...' . . . - -- - - ;! .... . '.: . - .: . . -- . - - - /;/: :.... -:... ';.. ';. . /1..". .' 0 -J... 'I .. '. . / -....:..... . , . - / I '.. . . - .; '. .':., . .' ~ : '-.J .: .'.;: :,:' ::.:':,: . : ".: .:__( I: '. '. '. .......:.. ".. ..-" '" "'." .. ~." .' . .' . .. '-... y. . "'-'" .. ,..". '. ....... '. ' . . ~: .. ~. . . . -.; ..." 1 ...... , ". "" .'. ,.<" ~. . . . . . . '"',:" . ...... : ~. . to. .' ~". ",..: ~ ' , _.. " . '.:'. ':';'., ':.. :"'- ,.~.. ......... ~. '': . . .... .... ....:: t ..' t..::.. ..:..' EXISTING' '. BU.1LDING . FFE: '. 482'.~J I. --7. EXISTING BUILDING' FFE: 481.00 " .. ..' . , . :.. ..... ..;':. :.' ~ .... .... -;' ".. " .. '.... . ~ . '.. , .. ~ .. .."... '.. t. .... '..'0. >... ' .c-, '. -41. ".7 '. . .~1'- . -- xi . ". . . .... .'. .. ,.. .. ..,. .. :,.o .... .. .. .o.:, .o.... ... ." .. , ~. _ . . t" '... . ". I _... .... , ... . .. "\ ..' .; :.".": .; ..:-.. . '., . ..> .... .' . .. "-' ..... ....:.. ..' ....: :. . .' ....... .... ..: '" '.' , _, -1-... -~~ Jl . '.. ...... '.' (~<~~_!: . . @R/~:481.7~. 1 .. ~, .:~~~. .. "(~.- -~ .. -3=-.- .-:> . if It/' . ~ GRApHIC S~ALE 20 0 1 0 20 I 'I- ~~.,~:,,;,: ....r ~t't.t.I) '. 40 . ... 11 ~ '''r' B G PARKING' LIGHT ARCHITECTS & * h::t: STREET LIGHT PLANNERS liNe -fa- POWER POLE 132 East Broadway - c-.--- GUY WIRE Suite 200 l.E.2f SANITARY .PUMP Eugene, Oregon 97401 STATION (541) 687-1010 IlD MAILBOX Fax(541)687~625 TELEPHONE RISER OIl GAS MI:.l t:R on UNKNOW VTlLITY rm WATER METER 0 FIRE HYDRANT ~ WATER VALVE l~r CURB INLET @ WASTEWATER. MANHOL~ ["1 ~ m 'nq' e c eXISTING CONDITION UGP- (E)ViW . (€)W {E)W. VNDER GROUND POWER WASTEWATER WATER - FIBER OPTIC OHP OHP- OVER HEAD POWER. -:-..-------- (E:)ww~.-_.-.-- WASTEWA fER rO~-'--'-f'9: CONSTRUCTION NO.TES: CD CD o CD CD o CD .0 o @ FURNISH AND INSTALL CLEANOUT. PER DUAlL 11, SHEET C4. rti' FURNISH AND INSTALL DOUBLE Pt/AMSER CATCH BASIN WITH FOSSIL \....!..!/ .FILT~R INSERT. PER DETAIL 6, SHt.el C4. @ FURNISH AND INSTALL DITCH CATCH BASIN. PER DETAIL 10f SHEET C4: @ @ @) @ EXISTING UNDERGROUND POWER TO BE: RELOCATED BY SPRINGFIELD UTILITY BOAAD~ .CONNECT TO ~X/STtNG WATER LINE. VERIFY LOCATION, SllE AND DEPTH. PROVIDE COMPATIBLE CONN~CTlON FITTINGS. PER EXISTING AND PROPOSED PIPE. CONNECT TO EXISTING' WASTEWATER LATERAL PER CITY Of SPRINGfiELD STANDARDS AND. REQUIREMENTS. EXISnNG STORMWATER LATERAL SHOWN APPRO)(IMAT~i ..FJELD VERIFY LOCAT/ON, SIZE AND DEPTH. FURNISH.AND INSTALL ,3" ASTM D-J034 PVC WASTEWATER. PIPE BEDDING AND BACKFILL PER TRENCH DETAIL 5, SHEET C4. FURNISH AND INSTALL 6"'ASTM 0-3034 PVC WASTEWATER PIPE OR MATCH EXISTING. PIPE BEDDING AND BACKFIL4 PER TRENCH DETAIL 5, SHEET C4. FURNISH AND INSTALL 4" ASTM D-30.;4 PVC STORMWATER PIPE. PIPE BEDDING AND BACKFILL PER TRENCH DETAIL 5, SHEET C4. FURNISH AND INSTALL 6~. ASTM D-,3034 PVC STORMWATER PIPE. PIPE BEDDING AND BACKFilL PER TRENCH DETAIL 5. SHEET C4. FURNISH AND INSTALL 8" ASTM D-3034 PVC STORMWATER PIPE. P1PE BEDDING ANO BACKFILL PER TRENCH DETAIL 5. SHEET C4. FURNISH ,AND INSTALL 12" ASTM D-3034 PVO STORMWATER PIPE. PIPe BEDDING AND BACKFILL PER TRENCH DETAIL 5. SHEET C4. FURNISH AND INSTALL SCHEDULE 40 pve WATERLINE. MATCH EX/STING WAT~f( LINE SIZE. . APPROXIMATE. WATE.R METER LOCATION. COORDJNATE WATER SERVICE AND METERS/ZE WITH S. U.B. @ @ SPRINGFIELD UTILITY BOARD (S,U.B.) TO MAJ(E WATER SERVICE CONNECTION TO EXISTING MAINLINE. FURNISH AND INSTALL 4" DOUBLfi De.,t:..CTOR CHECK VALVE UTILITY VAULT. DOUBLE DETECTOR CHECK VALVE INSTALL BY DESIGN/BUILD CONTRACTOR." . PROPOS~D FIRE SERVICE AND/OR WATER SERVICE LINE TO BE DESIGNED BY DESIGN/BUILD CONTRACTOR. . f't./RNISH AND INSTAlL..AREA DRAIN (JR SMITH MODEL 2315 AREA DRAIN WITH 3'; OUTLET) FURN~~H'.'~D INSTALL ;j' SCHEDULE 40 COLD WA1FR P~TRAP PRIMER LINE. COORDINATE WITH PLUMBING PLAN. PER DETAIL 9. SHEET C4. ABANDON EXISTING WATER AND WASTE WATER LINES ONCE CONNECTIONS ARE MADE. @ @ @ @ UTILITY. 'NOTES ,CONSTRUCT 4' X 6' X 0.5' CLASS 50 RIP RAP PAD. CONSTRUCT' VEGETATED INFILTRATION BAS/N. PER SECTION A-A, SHEET C2. . MITER END OF PIPE TO MATCH. SIDE SLOPE. 1. THE LOCAnON Of EXISTING. UNDERGROUND .UT/UTffS ARE SHOWN IN AN APPROXIMATE WAY' ONLY AND ..HAVE Nor BEEN INDEPfND~NTt.Y VER/FIEf) BY THE OWNER OR ITS REPRES€NTATIVE.: . THE . CONTRACTOR. SHALL DETERMINE- THE EXACT LOCAnON OF ALL EXISTING UT1UTl~S' BEFORE COMMfNCING WORKJ ANO' AGREES TO B! FULLY RESPONSIBL[ FOR ANY AND ALL DAMAGES WHICH' MIGHT BE .OCCASIONED 'BY THE CONTRACTOR'S fAILURE TO EXACTLY LOCATE. AND PRESERVE ANY AND ALL UNDERGROUND UTlunES.. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-*'2600 TO INDICATE EXISTING' UTJUTIES AT LfAST '48 HOURS. PRIOR TO BEGft-(NING WORK. THE CONTRACTOR SHALL TAKE PRECAUnONARY MEASURES TO PROTECT THESE UTILITIES. . THE CONTRACTOR SHALL DO NO EXCAVATION. UNTIL ALL UTJU1Y AGENCIES AND THE CI1Y H4Vf BEEN NOTIFIED AND HAVE BEEN. GNEN THE OPPORTUNITY TO MARK THEIR FACIUTlES IN THE FIELD. 2. At THE STARr. OF CONSTRUCTIONJ THE CONTRACTOR SHALL VERIFY THE LOCATION~ ELEVARON AND MATERIAL 1YPE FOR ALiEXIST/Nt;. UNDERGROUND UTJUT/ES ON SITE, ACROSS THE SITE AND AT THE JNDICATfD .pdlms:.or' CONNEcnON. IF THE EX/STING CONDITIONS DIFFER' FROM THAT SHOWN .ON'.THE PLAN THE CONTRACTOR SHALL NOTIFY BRANCH fNGINEfRINGJ INC. IMMEDIATELY. ;. THE CONTRACTOR SHALL VERIFY THAT. THE. NEW UnLITY SERVICE WILL MEET THE- INDICATED PIPE SLOPES. 3. SITE PLUMBING SHALL CONFORM TO THE UNIFORM. PLUMBING CODE AND MANUFACTURER'S SPECIFICATIONS. . . 4. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PlAN AND SECURE APPROVAL OF THE PLAN FROM THE CllY AT LEAST Flvf (5) WORKING DAYS PRIOR TO STARnNG WORK. . . UTILITY. VERIFICA1!lON PRIOR TO. START OF' ANY WORK, THt CONTRACTOR. SHALL, VERIFY THE LOCATION~ ELEVATION AND MATERIAL TYPE' FOR ALL EXISTING UNDERGROUND UTILITIES UTILITY SERVICES AS .INDICATED ON TtlE PlANS. '. THROUGHOUT THe SI.tE::AN/t AT' 'THe,.:.POINTS.. Of .CONNfcnON. THE CONTRACTOR SHALL VERWY t~t': TflE . PR()PDSED 'l!TI~rtY SERVICE W1U' MEET THE INDICATED PIPE SLOPES & IMM~D(ATE4Y .NOnFY THE' CU'(NT REPRESENTATIVE' AND . BRANCH ENGINEERING. INC. OF ANY CONDITiON(S) THAT WILLPREVfNT CONSTRucnON OF NEW EXPIRES: DECEMBER 3/, 2010 .00; ,.. .' . ,., .., ,.., I I' I, I I . II fi "''''''"'.1' I~.'_I.. ,;.II",...I~II~ . C) .E:1 .... ~ ~ 4)<<1 Q ~.S -= F: a ~ g,~ mJ~~! ;i~i~! .... b.O as M V <D s:: .. ..... ~ ~. .,. r1 l'- C) ~ ,.-c ~ ~ ~. o ~ I!, ! - c:.. . .. o~ c.; ~~ e ~; .a; ~ ca c.> S] o C) ~ .s ~~ 'J:: . Q) s::a 4) 0 a::J ~I ~ . ~ m · s;.. ;: .B ; 0 : e (ij . .i! is o. ~u LU~ I-- L.' Z~ : 0 LU-I U i, ~ *' I ,.. , ,....- ., LU U r.. 1""'\ rv L. L..J 0 U ..J u... Cl I. 'I:.L t I '" -J...L ~U :LLU ....J.J... < ~., I- · :c Z~ '. L.U CO I-- ~. 0 , ... . M':> ~OV :M'-= ~- A'J :>-,:3__C' j-_--" :5. ) A\I :c u I.U REVISIONS A revision - date PROJECT # . DRAWN CHECKED - DATE SHEET f'... '" ~ '" ""' OZ <0 08 'Cr! ~. :sO 00' U-J .~ LU <u.. ~lJ t.r)~ Ol~ 0)0- ("(') ti) - 09-051 WS GM 12/01/2009 C2 @cqJ~iUCHr 2009 by IlK' An:h!tea & l'Ianneffllnc .... f ~ -M B ~ I. ~. a i -j ~ I I I 1 .sI r ~ ~I , II, . B~. . ~i . \ EXISTING CONDITION \ - " ,~ . ' ~~ . .\. ..."" " ?"" " R''; ',",-- . -""...-:'" ..--~~......:::--.......~ . /' / .LBGBND r.. /" .... ., .......'.... ........ SITE BOUNDARY CENTERLINE , - - . RIGHT-OF-WAY t:- ;~.', ~ \;' .~'~,'.:..:: ...../.. J::.} ,.:J CONCRETE SIDEWALK ... " " , . ',~..:~...;., , . '."\ , " '. EDGE OF ASPNAL T CONTOUR - , . - .. - .. - .. - TOE Of SLOPE GRADE BREAK --;t--,-,-"t" H-:, FENCE ========= CURB it f!! oq. ~ ~ " f'... ~ /" " ,r--;, ~ ~ ~ / t, . \ ........- \ 7- ',/ . ./. . \. /' J J /./ .',/ /', . , . ,VEGBTA'lBD . 'INFILTRATION ,:'ABIN. SEC'tlON A-A . < ... I I I. . ~ I I. . J .' j ':SC4(F: NONE ' /' "".... . . " "401' '. . CONCRETE WALK /' CI. BUILDING ',,/' /' ,', ,,' , ~':;Y?~~ ~ "::::' 7F~~: ~.:~; .> ;'.::, :T:. '~.:l ;::2 GRAVEL AREA ['f-==fD 'SITE SIGN CURB INLET [J PROPOSED' CO~DITION .181 . CONTOUR O.l (.0 ~t RIDGE FLOW ARROW ~ . . fI CONCRETE WALK \ , , " " " " ., "A to . ....~ / -~;{~0.q._ ' )X6 'y, v )\ It 1\ J\ &1 ~ 1"i.}.,7("?,^Xi~ BU/LDING / .' l" > :.: , .." . ... 0: '" ~ :. ....; ~ . : . . .~.. ... t " . . '. ' ., ~'" . - ;. ,:' .. l. . ' ... " : \. ," ,:.~."':..::', ,:'.: :. :: '.. i.:. ..... :: "..;: ,:. ,~. i, .::: ~ :.::- \ . .: : : .....: /.: < : ,: . >:'.' : .: .:-::. :'.. :.: :' ',: :':"1 ~ . : ..' :. .:<:: . I . '. '. ... ........ '.:1" " '_' II; '. .... ...: - . : . ." .:" " :' , '. ... ',':,:.', :,.'" :. ... . ' ... '. ", '. . .:' '... ;: :: : " '. . ..'_". . '. .:' : .... ': ~ . t... '. ...: :.".: ~. .:." :, '. " ':!:} .~. ..: ..;.... . ".' '.: ~. , (]) CONSTRUCT, V~R TICAL CURB. PER DETAIL 1, SHEET C4. o CON~It'(UCT ASPHALT PAVING. PER DETAIL 2, SHEET C4. ~J CONSTRUCT MQNOUTHIC CONCRETE WALK, PER DETAIL' J, ~ SHt:.t:.1 04. , (}) NOT USED ~ CONST~YCT .12" WIDE CURB OPENING \..:!-I WJTH 2:X2' _ RIP RAP PAD. (1) SEE LANDSCAPE ARCHITECTS PLANS FOR DfS/GN. (j) SAwcur EXISTING CONCRETf AND ASPHALT SURFACE. "8'- CONST~I)CT CURB Rf:7VRN DRIVEWAY APPROACH. ~ PER CITY OF SPRINGFIELD f9\ CONSTRUCT ADA RAMP, PER CJ1Y OF SPRINGFIELD \ \....!!-/ STD. DWG. #3-14. @ REMOVE EXISTING DRIVEWAY APPROACH. (j]) CONSTRUCT' CURB AND GUTTER. PER CITY OF SPRINGFIELD. tf2\ CONST.Rl.!CT, CONCRfTE SIDEWALK. PER CITY OF \..!V SPRINqFIEW; AC Te 113 TOE TOP OF ASPHALT TOP OF CURB TOP OF BANK TOE OF BANK ,,/ ':/ ' . , . /' \ : I \. '. ,CONSTRUCTION NO.TES: , /. /' . /' . AC:481.61 )c: MATCH EX / /. / /~ /' """., " ,'. .",,-. , " ",''\., ' ..' ~ AC:481.04 ' '. TC:AC+O.S. ..J: -, , ~'-7' '/ " ".... AC;4B1.63 .' TC:AC+O.5.~ " , , , j/ , . ,/./ ./ : .- . . /. ' ,/' ". / ' ../,., , ./ ..(/ ~/ ' i>{ /t'-:." '/' . / " , ", ..a.. .';h-: . ' ..' -/' ' .v-' GRAPHIC SCALE #1 l?-; ~~- il 20 10 20 40 o "I'BG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 fax (541) 687-0625 EXPIRE$: DECEMBER 3/, 2010 II ,IJ .. (J .a ~ tIJ) .~ 4) t c9l 'lI!"t ~ ~ f: 'CO Q'.l ~.~ i~ ~~ ~ t ~rB.8~- 'aI ~.~ 'at = r.n...ti)riie 7J (,) Sj o c:;J ~ oS bOO .~ ~ m ~ ~~ ~i ~l a . j ,.. CQ ~ ; : ~ c ~ *' QO i::.1 ...... J-t Q) Q) ~ .. ..... ~ ~ r:4 rl . ,." I o .~ cO ~ CQ S . l'- t; ....... C) d o ~l {~ .~ 'd' oe ~ ~.~ :I c=, ~[ ...t! =~rne . ~ .- r..> ~u LU/ I- L' Z~ (l LU ,...1 U"'~ , T LJ..J U (,' flIII"\ fY! L L....I . LJ.J . Ou I u- ' ...... I n II I It, :c ~ I ~u U~UJ ~.L LU< I :C6~ r-~ci C,'~.).\lC, :>A V \JG, A 'l) - S~O ~MWA--: ~- MANAG :M : \)- :> -_A -'l I'-. t...... ~ " en aZ <0 ~~ <0 -J ..... 00 U-J C!w <(L.L.. ~(J Lr)~ O"\~ 0) a... M CJ) .... . REViSIONS A revision.. date ' -~V---'~I'. III.. II.. . II " , PROJECT # DRAWN CHECKED DATE 09-051 WS - GM 12/01/2009 SHEET C3 @~P\"RlqHr ~009 by 1 DC Nchitc..'Ct & Planfl~lr/llIc ... I l I. _ I I I II. .1. II. I I I I . WITHIN OUTSIDE UNDISTURBED J. -!II' PAVED ~E(i . PAVED AREA __ SOIL. ~~'~?~!~~~~~~~~j~~r~~i ~:::jJl::=:-~IlJh$~;~~~~~, ::~{(;:<f',~',~ '~~'~}"\':.~~:-'. ..... -. -, -..-. .~. . .'''..' ..... .-- .... -.-- 1 I :/~~~' :...'1 )";., ~ ~v..'")-/ ,~ '//.1'" . ,," / >>. '".I S!:t~~RC' \}i:~;~:~~;;?J< ri;~=~J ,;~~~!~~~;~)~$0~i ~\<,,<p t"'~;I'"~I"...,~..o It ..u_. _-- COMPACTeD . ~"~"~I~: ;1~~~~'" :...:.... l' ..~. NATllft!'" ~ l: ."..t'it.:-.I~.{.~....1t -.-.. . .-.... II n:, ~ U !<.3'( ..::.at ~r J ---. !.__.u. o"cuF1Ll ... ~~:7'C,1;i:~- ~~. ! I 1.-----. !"-- DI" '" _ '( lj;; [:.~ I I -'--.' .... b iJ .H~......~.l., \;r'L~' I t I...... 1--- l ...... ~~ '.Jt~.",\ .;;"'\:....~ --.,. K....-... J .-, jH~~" ..Cl. .-.... r...... , .... ....:.. L- -"J.t;t.J"~>-.'-\~~\~.:"K~: ~ _. '.. '" . . )!, ... J~. .;,,"1... )...{ y"'" ',j""'.",' . i~' (~~r,(". t'it'" '.'",", _._.(....J....'l~'"t...:;:"s...- ........ v;"'~,.~~."q.l. -J~ y A-- '~')" f:.:J ;:,..... '" \t"I'- :}"-;l~..-<-;'~~.z., t"'l;; .l~j~-?s~i.;:~';'l~; . .~~1t"-'.......f....' ""t1....r\f.:--..J?~ ,.j3~'" , - ,,,.1'-[ ~ . ~ ~~i" it"~-r . ..,! :,r '~-::tr ~'~~''-'\~i~''':;!':'''~; ~:r ...:.J"j1..: - 6" MIN. ..s...~t.....-L .. ~. --.:L".. )'-,';;-1 Jr.~\ ' ~!(~! )0, " .,.~.~......""A -So , '-'~_._,....- ""'j , ;" 3~~C1..:~;i~tl.Ll.l'J '~(>,Drl"'DC" TRAC'l:'O Wl'or AS : .', /' ,~: \,\~/. "''', i" to ;r...~"... .1< '\.. ,.... ,,~..~ ..: ./ ,\"',.( "" I;R ll&;. " ".. "~' "\, ''''. ", ".":... '. '" ." '. ":', ". .. REQUIRED PER LOCAl.. CODE. <></~>"L''''/}'>~'~~>: ,>>.--....\.~.. ..'''' #.. ,'.. /:...;; #.,. ...4'.. ,\' . .. '.. ....,.'.. ''10'''\.1.:-__<-' ".. ""0.. "".. lo\ ~ .,.", ", I'~ .. . 6~ MIN. PIPE SIZE AND rtPE PER . -4 """" PLANS. . UNDISTURBED S~BGRADE c. I'BG JU CLASS leI AC PAVING f (COMPACT TO 91% RELAnVE . COMPACTION RICE) ~ STRAIGHT CURB .SECTlON CLASS rc: 3,500.' PSI " CONCRt.1 t.. 6 . ,- . \ MINIMUM SIDEWALK OR .. 12" \ TOPSOIL' . . . . . , I _ , .. It! I ':1 .1 .,/ I ' I I I I . j Ii J ! .."1 . 6'" I L I If: I J . .... "" ;" I . J>.. , .,..... ., A.t ~ _..~..-~L ~.'t-7,"r~J. V ,kf'-?-~7-' ~: I r II .~.. . ,.(~O( ~-"1 ~'" :.... "'_ . "'........ '-,"" , )" ".. -.('\, "\. """ ,....~ ~ ~..~, " . · . "'4t:1 ......" -..1' "-" '-../. ;.... "'.'" ",', ...-/ ;'... ".)"'; " ~ ",C- ; t r4"~ w , ",1 ... p' . " . - C.J A" /" /'/ ;" ;'''.' ../ ~ /,'./ , )Y....- /Y "1 . t: - J-\' . ... ....,.:..~,).4 (~: "i( [..~'<../~..l/~',(/:.....,(/.,....(.>\.:</.( : --<.-.f) .... , .~ ..,.:.,~...,. .. -. 'j....., ..........' '...' '... 'j." .... ':-..', "'.', i" - ... ~ ",n" II, ..t- - ; "L" f .....,..,. ~ __ '.1 ,f", '';'~ t,,,.JA ,a. , T..." ... /.' ..,.;;r:,..y 7' ,"/' .I~'" J "/,/ }../" "/..' :-... ./ :;"./,L ....." / /'/ "'J'. ~'~'Y:'.:.Y"i~:<'~'f'.L ./~,<.~, /~\.A;/ ,~t A''',~,.(~~:''(~,,(,:...('.~~~:":'(..~<~'<~,',~~,'(~ " " "\. "'",,"' "r' y:"" ~ ~ "."\ . 7' '\. "\; ....... 7' ~ ');;... . '....'.' ',.'. ..... '".... '" .... "'.. .:..... '\../ . .,'"..../ ...y .. /". / ". ;.r ....' '/ '...... ..,..... /'.." I'. \" .', "" 1'/.1".....""/ ..,...;0, . ,.,.,./"/,\. . .' ,/"/' "(' .... //, ./'://' J.'. ~./'.""I' ..' /'~ A ..:.... /~(( . ,; ,r., ~ . ,'" 8' ,,' ;.., _# . ..,-4'- , "",,,, .1":,.1 /. "'"...' ~. ...,.. ..... . "\"'...' ,\. '--:........... ". ... ..; ...", ~ ,.\......'"\. ,."..... '.'. .... '." '\ "'~." >/ . " ,"/~...I''' \:/i"....'.... " ..~~"',.'- '.."i'- ,....... ,'" ."...,.....> /:v /j~/:%/~. / ,..Y' ~';./ />). ."~,)(/>,.'/,..l).,:/>>.//))-;," ,~ ""'/ ..... x./ (\i' /Y., ..../. ...~'" / r. ,,//. ...... .'~':"/ /-': ".~' /.:~... . '. "/'~""'''' \. '\.. "~,.... . v'. .... ........-., "- .... . ~-..!~" ....,. "~yO 'p' . ~... .. Y;~ x:''''''' ...:........" , "', '..... .. '.... -... .. ,..... . . ., .',. /'.... ./~Y " ('".J y /'.. ~ ":" y,i..... ".1 .......,:, / /;/ / /,' '~/ '>f" /.1'. / /..... " /<", /:/,' A"'~ /.... ':./', ';',1.., < ""\~.('-. . 1(' "'r/( '" "..("\.. ':~,..,4. . ' ,-'~y.... ...~.>\. ~.... , /IX' '," ....... ~.,;., .,.,.,;.~' . . .. . ~~.Lt-? :.ti. '-.J:-.1t.' ~::-~~~".;-' . . ' . . . SITE PAVING.. (SLOPE. TO . DRAIN PER GRADING. - . & PAVING PLAN) SUB-GRADE COMPACTED CRUSHED ROCK. . ARCHITECTS & PLANNERS / INC DUMMY JOfNT ~ ). . PROVIDE 1 1/2*' DEEP 4" >>lICK P.C. 1/4" DE8' V GROOVE if~JJ:~,~: r CONCRETE SIDEWAt.K 6~' FROM FACE OF CURB. . Q. CONSTRUCT JOINT WffHlN . . WITH BROOM FINISH 1/2" HAD! ~~<r~ ~.', ~,~ 16 HOURS OF;PO~~, " _. '.', ._ ~ " : I . ,'. ~l~~"'.~:.~"~',:",: ~ ~ f (2'1 J/t'-(O) CRUSHED R~-...... . l~ .':,6"':'~' .1'.. .~. ..1.'. ..~.,. . ~. . .' ~ ...~~i:1~ COMPACTED AT 91X <~~ !~:-o .,. t.'--' """J ' J .t.../ A..t5> 'lrf'rl:~'J f;.~-n~ . '/.i$~t~:f ~.) )~.l.i-C RELATNE COMPACTION ~ .l:6=~):',J),,:r'{{,:r(JlftI~1.t~r} )"~ V~rl~~1.4J. '1...*)...i.t,r-r"'L 2"(6 MODIFIED PROCTOR >J.r.'f )),(..:< JJ"I>-...l...()..~:)>nJ~' li::;1.<-1' 't:1.. '\ 'M... . ,..H-~..."..~.~!1.: ...~--.:.~, f.' ~ ,'':'>~ '. .,:,~'I: ""1""l.\.t-\:-,,,,;<_,\i~.~...,,;.il":"'-~-'~~~-':~_'~' .<>'..I;'~"-:/' i'~~';/;'~':../>"","y,:}~ //' ';';<"':: ;..,\>'),';/,>,~~, ""..., .;/.~...~~..:",>.,>./)......../ ).....' /,...~ /.: ,/./(...: ' "'::x'" /" ,.- /-,: / /0{ / /" ~,..,.,/ .~. / /'.,.' ... /'.' / /...' ..' ./..,. / /\'/:/ '... ~.f/\ ';,/', </~... .. -,', ,,/,,---,~.L. "\ "\. /..... ':.' \ '....:.'~'-.... \':,,,...., ...,"./..... --'.. ~('t... "\\'~ sl.~\. ....~./.l,...... ... ~;-.':-....,., ~,."..." :/...... \",/\", .......>}~ '- . ". ","':""" COMPACTED SUBGRADE . '. '''':''. "'. ~,.', \..... '':-'. "'"Y', ."~~".~" '...".:.:......., ~,.'. .' '. .' ." . .' .'''' ' .",. ,,~ ;/ / AS PER GEO-TrCflNICAL " J '. '/ ..... ./ ...., ... .'., .r ." .. r..;J .... a L....= OBSERVAnON '2u. . PROVlVE 1 1/2" DEEr CONTROL. JOINT AT 6'-0" MAX. CONSTRUCT JOJNf WITHIN '6 HOJJRS at POUR ~. 4" THICK P,C. r CONcRETE SIDDYAU< . Wf1If . BROOM FINISH . . I. " . I (2'1 J/4"-(0) CRUSHED ROCK, . . COMPACTED AT 91:/ . ... .....-t . RELATIVE COJJPACTJON. .' . '. .. . . _ '. _.. . MODIFIED PROCTOR . . . .. ,. . .' .'. . , '. ,.'y.t I ~. ~,~~,7/-::"~'~:-:';-;i . : . .' . '.' . . '{ J~ . //:(," .I.:':'/./Y/) ...-.;~~.:~.:~:", ; . .. :bi1.... ..;~ 'J:":: :1- ~~.;.>:~f.'::.~~~~;l .. : '>f?'r-f'"'I~)'r.tiff' .):;J-....j~lJ...::rt~I~<~~~/;<~~.>~(~ UNDISTURBED SOIL <:-., f' 1-"- r.j-'j - .J.. ....... ~.l.. ,"''-:',.''".... . '~~<J"r~.l "1' ;r).l~.._ \.t.(~....LA/'_l-.'.:->~%;/'~.../'/'~ / .. . .~......:l~,I.~;.,...,.i......,;.{.. ..::..:..r~'" .....4. .Al....,.,);.~l'~..... /'....../ /.1 '. \~~~~;~~;:<~:;;:<.>~.;:...:;:.~~~.::~~.;::<};':'-<>,~..:;~;~1"'/. .' '. '. '. ," .""(# ~. _,'It..' .f' ."/' /' ,-'," ,I ,....; ~,J ~...fI / .''- / #"r / ..,,~( . ...." .. .'..... ". #' /, r #I .~ II' .,. or.. ,1" ~ ....... ,..... .. "o,t'''''l.:J,.' ""-:". '\i ~.\ '..1 /~\. '1'\.1' ,/,i", "'"\.~ r:"',~~~ /!, .< L'''ttt. "', '. . . . i..<~~:;;..:~..~;:-~.>'>,>..y}," '~.;-;.,>>~.~ ..' . '. . ..a_sicTiON~~~~:!:l-~=~ 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 667..1 010 Fax (541-) 687~062S ~F~'/':: \ " l' ,..,. ~ ll~ I'St-\[. l~ '- ~- y..J~ · 1. :l .-(;.-""' A J.y. .1'"rTf :/~t x ~ ,.., .' ,;' ".~,,,. t" i. .". :../ . .~'"l/....' ,. .'. r,. ....,' ,J :...0' . 1 ~.' .~~~ .'<., '," ~ '" ' '<{,,'/......'..... "..::" .,..' '..' " <"~':>:9~;~S:~(;:~~~~W)~>>:'~ ~,:<:.,~\ . . . '8" 3/4"-(0) CRUSHED ROCK,. COMPACTED AT 95% RELATIVE COMPAcnON I,IOD/FlED PROCTOR COMPACTED. SUBGRADE AS. PER- GEOTECHNICAL . OBSERVATKiN. . COMPACTED: 3/4"~O CRUSHED ROCK . '. ~. U to- ' '. ~. '" l:": I . _: 1!\ ,.." (2") 3/4"-(0) CRUSHED ~......" "..: ..' : .~~. . ". ~... '1' ~ <. '~lS" COMPACTED AT 91N . ..- ~.~ . "~}.-<.J. ...t"~i~ '. Li.~ ('. ) '-tJo-r> RELA11VE COMP~lcnON . ~:..tJ~:; l'~irrrl1-{ft-(\:(r?~rJi~: MODlf1ED PRocrOR \.J~r r.i'<_~. ~LJ1:'}}.Al.t2L<-1::)~.-{i;t . . ~-o(;+t;\ ". ~,.':~\~. \~A-t, \ ,,~~-... .t.~~, -, .:, "'J ....,. ...,. /\. '/ 1\.\,/\,'\.7.., ..../ /\. .,,/ /'. ' "~<.~.../ //:.;( //</ /...'/ / /."\.> /".. ... ....' ~;:~:;~:)~.~,>:S~~:~'.:f~:~::~>~'~(:::~:;~;{" . J"M1N. BfDDING . ~ . COMPACTeD S(}BGRAOE AS PER GEo-tEClINlCAL OBSERVATION . SECTION a~a 9" - -- . SECTION b-b NqTE: AT CONTRACTOR'S OPTI(JN, MU~Tip.$.. VT!.(.ffJES 'My. BE LOCAm> IN THE SAME TRENCH. CONTRACTOR.SHALL VERIFY AND COUP1.Y:Wfffr LOCAL AND STATE: CODES ON unUIY SEPARA110N REQViREMENTS. HORIZONTAL..SEPARATION eE1lVEEN JOiNt TR!NCH UilU1JES SHALl. BE 12- .OR (;REATER~ . . , t'f;\. miiJALHfiiiNCg D8'1'AlL \::J SC4LE: N. r+S. .: .. . EXPIRES: DECENBER 3/, 2010 . C) .~ .... ~~ .~ ~ l sf III 11I_ 0. l'dTICAL CURB'. DETAIL \.:J ~~.N.T.s , f?\ MONOUTHIC. SIDDALl{ SECTION \::/ sc.u: N. 'T.s. . f;;\ AC PAVING SBCTION. \.V. : SC4LE: N.T-S. . . . . 1;\.. ~1J)J'if'ALK SECTION \::.J .~ N.T;S. . . . ..... ....i 0 C'n cr:t ~ ~ !~ !; s ~ I J;I~;:~r: &J .sm-. 1iI~"S 71 ~ cn"'fI1rlie -h bD s:t . .... ~ <1> d) ~ . ,... b.O ~ ~ .t1 l'- () ~ ~ :; o Cd ~ :f r-- - ~ !~8 . -' - !; a ] ~ o Co) ~ s' b&2 .S CI ~ . ~ at =::::3 'Q -! a 0 ~r ~ . : ~ ~ ~ IX! b' :f . , ~! . JIt ROUND GRATE ~ r J" SEWER AND DRAIN RISER PIPE 3.). . A \) t~ ...... '. 1>: ~ . t: ' J. y USE MSHTO 1J-248, TYPE N, ALKYD-RESIN TYPE (OR APPROVED ALTERNATE). TO A MINIMUM MT ALAf CONCRETE 'WHEEL STOP THICKNESS OF 15 MILS (O.4JJM) /'" WHERE SHOWN ON' PlAN ~ ~ Lr ",..,.""L.'.." ".""~~~'''''''''''''J ~ 5(: ;; ~ ~ if. -- .,." it fE t; ~ l ~ 5 V) 0 . RIM TO {NVI 1.21 . ~fJTE NoN 'S'TANDARD . . . ~tb INV~RTDJMEN8JON --~I . ~~" THICK CONC:;;l'ETE SlAB OR PAVERS ~.~ . . . , . . ,) t"~ . .a. . ~j~ REMOVABLE .. BICYCLE-PROOF . OIL &: GREASE."'.. ;GRATE LOCKABLE covtR . . FILTRATION SYSTEM '" ... / ,: . '':' 1L.',. jL ..It.. '. ";"1"r -~-- , . l';(1 .:..~: .....~:.;..:....: "." - ----. ~':.'.:rj;~.'..:. '-.',~'.'.~. . "* p.; /'. '.. ~"'..... "~~"'..~ "." ill.. ..::::.:. ..of' '.' ....... ~'.... : _. _." '1"-... 6u OI'P'~ . ~\l.'.f. / . "', ~." ,;..~...~(,~~IIDr;,U'\ '.. ':~'\:'. ".-~ < '. .' :: . .,..Afir s~ <<'-"''f.l '.......//', Y:/'.... (Q ~ " . . /',', /,:,. '/~I/, . t") . . ~- "'.... .~ <,., /'... ....{ /', ~ I' ..' . .. ..., '. , . ....." :-... "\" ..:'~, '.:, .' "'. ..' >I . . ~;;:(~:~~: ,,: ~.. 2= . .... :""'~);"~'/~ \~. 'V~, v~''';...~. . .... . _ ~ - ." ~ '<Y:~"'::';<:'~' uFERNCO" ~;;~~;/>~~~.'.~ 24" ' .C\I~ .~. ::. ~",yX~~~ HU88tESS . ':C.~(;.<{.>:::/,!..;, ... ..................:. "'.' /'-f...>...,/, .".....)....', CONNECTOR "//;...~/'\.;./ :' r ' '.' '':.r/, r/;.., (V~~I"~/"';{'!.'J/:'}&.i ,; . ." .... .,. ", '-'. ": .. · : ..\~ "\(/,;('.., ......., . '- .....~ '- '--:;...... '"....'jt, ....., . .. ~J , ., , : '>t. ~ '". 1..., '.. .....:\:....,~.......,... ':--. :.....7/\.....f/~;; 7'..... "T'''' .'.': ."'. ',.\ -' ,..'.' ,...........7,-,.'//,1', /0'"// #~:/. ,.~, / ;~/ /.."/ 1/ II"'" A'.r /X" I' .o'....... .. /,{ ,/ ,r" .,. ..J . /'~"/ ,0;'// ';./ /./ /<< -. 6" S^ G'O~AC"E: . ,,"'.... I.... .'"'0.;:' /':\:'': ~{ .....-{ ... ,.(, .., '..' ..", ,",'" /.. ,.' ." ../ ,'.. "., ;: ,. ~0:'''t." ..("',/.. 'v ,/-,"'-. "\ " '-I. n~ "y.........,.. ,/ ,.../..... " '",' ,'\; '-' .... ... ,..... ...J."....... ,.J" .,,, .......... .,........ .'.,' "OA~ U/T HtK'G.C' ../:0J:}, ,/(>,"/>~'...>~,.../),~,./>.. ,~;).. '''';' ":";"','\"..//'",''''Y'~~.../X 7>......,)~>-,'.7>,.....;-)-:::: IlV'\I "l.'H (''1 (;.D. '" .',..' ~.. """,// 1,'..-..'./....// ".....,. ,.... ;~.J" /.':"1' ./ ..". ,.",,/~/.. /.,..../,(.... /', .. ",'.1 / ...-:..... .' ..;.... t' ,.' CLEANOUT LID ; ,,-,# , '\. "..,: J;.. .',.- ./.'to ".t....;"':'~('~~~."',,~.I . "..~" '''. .... / "".' ." c II ~'GI8S0N ~,t:.EL II QR "LYNCH" UNDISTURBED. SOlL OR :3 MINIMUM . MANUFACTUREO 10 go. STEEL CATCH ENGINEERED FILL . BEDDING BASIN 24p.x24ux,38"D. ... . SJG.N""\, '.' / ~~~~UJOP ...)a,... .' . TYPICAL .'. ~. I i~."::7 ~'7 ~ ~. ~l- I::,:~~:,-~,:::,::,::,:.:~:~:,,,:::::::'::';':';:"I . ~""..~OJ.. ~~- . f . '" .... 1 ,;.t-' ,.~ .'- .~ . .'. . . . ::~ ../..~P ~7 .' . ,.,~ ~ . . 6' TYP. .:;~..~ ...~;:.;?",... ~~ . ...."If...... ,.~? "-- ;0'" ...;'''' ..-:,,; L . . /....I~-;... ,...?~ 2' TYP. ,," STRIPE _;:;:7~'~, L- TYPICAL ~. r.'.~ ~<< " i ;;;rr. ~/ ~ .~k ~ .~ ~~p ~ '( .~'\ \ . f ~. ~,;~,. .."",V \.~~ '. ~r-':~ . ~, . . . . ...--:' ..>~.~.;:4 . ,? ~.;;;..,.... . l.:~':"_ '~."-::=:1 , ~:.. O\s . . .' .~.: ............ ..:;....:: .... Iii t- .. .~ or- . PARKING. WITH O.M.V.. . DISABLED PERMIT ONLY . ViOLATORS SU8.JEGr TO TOWING ut~DER . ORS. 81.1.820 ANO' fiNE: UNDER OR5 811.615 6.-0" 1YPICAL ,'- 4" STRIPVJ . TYPICAL I I J g I J (' .... /'/, J" TO J" SEWER P . AND DRAIN REDUCER 1.' 9 -1 . G" SEWER AND DRAIN PIPE 1/4" BEND. ;SEWER AND DRAIN ELBOW SEWER AND DRAIN P- TRAP ( '0,-) ,... .; (\~ , \ .,. ... m ::> .() ;- .. II . VAN' . ACCESSIBLE. WHEELCHAIR . . USER ONLY .. b b J ..I lX). to ..... ,... .J J \.J.. l' ~ ...1 {'V"'.._J.. . _, J'.....,.....,,,\.- )....:'....~___ . / :"," \~~.. -r"~"~1 <,J. _ r~G..J. .....1..... ~....'--'~...~.\,.;\..~..,...J-..(]......__~'i. .l~' ';A 1 '1. c. 1:'1." '- Ct,;;, _1>.,~_ ..)--pi_""'.......f.......I.....I.1......."')"~ f\:r' '~..,-.\.~ }-l....u -J.-t.~~ ..f,.,'-,.J .-z':>-. I 1... . t. l'- l>~ , I 17. .~... ():-(-,..1.( .:;'--'. 4./ ~-, ,1' t~J '<l'i:i..li,_JPr \:,.~! ,!.~ ,. ? COMPACTE:D CRUSHED ROCK ~ ....... ;: . Q. ;(t cr.a rI.l _ .- ~ ~ SIGNAGE: AT HfAD OF EACH SPACE. MOUNT BOTTOM. OF . . SIGNS AT 84'1 +/- J" ABovr PAVEMENt AT . . EYE-LEVEL .""<t. 'uP' " J , 8' . 9' ~ .- PAVEMENT STENCIL WHfTE1 . . BLUE BACKGROUND AND 8LUt- PAINTED CURB OPTlqNAL . 8'-0" . 9'~O.' COMPACT SPACE STANDARD' SPACE RQUND. ~1E: WItH:SEWER NfQ J)RNN.~ f;;\. DOUBLBCllAMBER CATCBBASlN -\:y.:~ N.~.$ ... . . k 1 '0 ~~G SPACE DETAIL t7'. . DISABLED PARKING ..SPACE DETAIL \.:J sc,ue N.r.s. (. ';\ROf!ND AREA' DRAlNDETAlL .:J .:.SC4LE: N.tS, ~u LJ.JL t-2 Z f't . ~ .n LU , U "I~ ,I UJ U~ f"""i\ rv- L '--' . u.J 12 u ..... 0 .. .-..L 1 I . :C,I;.L U~U I UJ ..LJ..; LJ.J,11 <( . .::C J. <( . L. LJ.JCO r-~ri 12')' PIPE .~ S -~'-, . . . '.~~ . ~ <f~~ .' ~ """.' -., . \. .~. III< ,.. .... . "...... , ~ ... .." ., . :':....... '1.-.'" : -.: ::. . ...-. :::':-~,. ~. .. t"........, {~~;:: .....",.. ::, ~::~.~~ l'l ~ .,::': ;;' .' ~ i ~ . , ' ....... . . - ......:. ~:.tt:'~ '. . t. p" ... III ... " . .." ..'.." .. . 1~::;"':::':'~':".:~'::.~.:'.:r~::~i. . Ul't _ ~:.~ 24*. .! 6- __ .'. 36- .3/4- ~ I , 2' 4-3/4*' ./ - _1- . 'l .~ ... ~ t 'lit ./ . ~~. ~ "', .11 .. . /1L__ _ \:__ . / 1\ ...., i . '-.~ ~ : . r CON~TRUCTION I CONTRACTION JOINT AT 30"'0' MAX , - , (51 i'DIA. SMOOTH DOWEL~:':~ ::::r . . . \'.. ~:E~/~O^:LGREASEONf' ..' . "j.'~iL:..:.~ '.'.:..:.... . .. .. ~ : . '-..:: r... ...... ,-......."...".....'.,' , C ", .:; 'Sf ii . lUll' /' HOLD I/ORlZONT AI. ftElNFORCWG ~ 2' BACK FROM JOJNTS . v v t. RIM: .; -//2' X 2-112- SQ. EDGE FLA T BARS -- . . . .. CAST IRON FRAME: AND~. PPLL.' URS/SE1R;. .2q,~DM{N .. .. {FINISHED COVER - ADJUST TOP .' . ~ · GRADE: ~:TCH FIN/SH~_,~,>?~___,~"WiJ - . ~:~ _ ~~~'="-=ilZ . ..-:t~Wj~~g~~- "t"'1l.~l~!fi- ~~ . )~d!fJ~"'CE: '..::~'.~; . : ~~:~~ tji';('7,~.I~xl'" ;,. "'C~l.: 3,. . .; ...:.:.... : ~ 1 :{.,~~~ . .'h1{t.:;~'I~f~ .. -~':.- ...-;~j....~ -...:.;po.,. : )~~ ,oWl ' if . ( . ..~t.. . l;;.1-.A;i"l'"'' , . . rr\;- . . 2" MIN. 4'X4~ MIN. LANDING""" 2%MAX. . "- TRUNCATED DOME:-- ~ 1" .CO .~ CJ) ffi .. ~ 0- . .0(1). /- 3" X2-1/21l X3/8-.. ... ~ ~ JANGLE.. 7 , .. .. /I... ,,_.~ ~ . "- l'.... ~ r....... Q") 05 d8 ~~ <0 --J .... 0.0 u~ ~Uj <(u- ~lJ Uj~ (j)~ 01 0- M U) t #4 HOOP 4 II CENTERED IN MIN COMMERCIAL .. . GRADE CONCRETE PAD . (WITHiN TRAFFIC . ~RE'AS ONLY) PROVIDE 1/4" CLEARANCE BEJWEEN.. CONCRETE PAD AND RISER PIPE. . BEOTnV H lZJ .4 HORIZONTAL, . BARS. (CONTINUOUS)' \ !g,.i'. r*4 DO~LS ~ 5'/2" CHAMFER ..-t! . ----../ . AT 18' o.~. ~2.1L. .... . (f .. - /' 3' AC PAVING ::: " ~t.... .. ~ ~ ~. . ~.. . t:; ~~'. .~~ ~i: *' ~" ~ i .3r./- ~.. ~. ~.~~. ~ ) , . ~ '\. . .:2t!> : . ';;; <0 ~ \ ,it. ~ ., .. ~: ~~' d'~ j~ " -r.' . .... . '. T (0 ....Is" - .. L IE . I". (1 . _'",r- 3/4' -& COMPACTED GRAVEL TO 951 MODlFED PROCTOR. RfLA riVE COMPACTION. 2'.3' - MECHANICAL PLUG . ..~ 6-.1-.' 2' 3-318- ,~:r.<-,:..,,: ~1q~~~~,~~~<J~..' . COMPACTED 3/4"-0. \~d~~t~ t . :; ?~(;Lk:~~{! CRUSHED ROCK )tr)~~1ii~} ~_. . ~ ~~l~":;B~) ~C'.~\~...."~(,,.... \ \ ~~~L;,'~~61~ ,~r. -~.;~..t:'kJ::...J;g' . " "j' \.-1~ '""~. .!-.~ . .{ '2' ';:;"1 I'.t \ \ .\ \ '_ iWi..J 3..1 . _",,'-'J... 't """."..r.............,, " ..... ..,,~,., .(.....t (~,. . "':ti.i.~l"'i.".,- 'J" ;;..-<}~.!\!,~.. '';'' ; .; ----f.1~.l.4~.::-1""i . !.~\l:J..~~ ~c-;'..("-:"'i,,e '; : ;;l~~\-t.;L~~~ ,,:llf~t=t~~~7-~"I~~.{.~'1-:.~~l!:l'/ ~" . ~. -:J! J!.{ftil'fl ..~t"\..~ -r\~o~.~ ,-- ~.. "~iC&;"" -- ;t~ c.'" ,J..~..~ > ':.}.;J{:{t~l~~'..}..j~;)~~~. .f.'~ki"bJ \,: . ~. ~<~}.~~t~l~ '. ;r:;l",,;,- ;'~::,'j"\:!( - i-,('" ,.( (.,' . r. \(!.r.j;:"",.f<;!~. J.~)~~:.~~~..',~-:,,,, ,.:;J..i...;lr;;: jl. .' -1..--~tr.r~~~:' '~,$: . . . .{ .1,....\:J.:.f )...( rj. . r,-l. .!. ..' l::(]::"l. :,l~' ,r-:"":J"~'""""'''''lr-r~~~. \,-.~ ........~"):. ." . ,\,A~5 ~\C'~, . ... ;.:.~'X:-~j..::f..~.t.~.)....';~..~.~~:'1'" ~;'.[~'i.<..'J.~... ...;",_ )s~~.. . . .p3{_.......f'l1.~-l":;L)":A. 9~;~~ .;c".-t-l--52" ,~.;;t"t"I' . . :') c..... f ..-4~j'.:'!f ,,,* ,~..- )c).. , ' ..- ~(.... "'t( , (~l( .4~rf:;..J~j~-Jlcr..~~:;~f&.'15;.-, .! I {...t5~.s~~~:-"*-.ltt:(1~ . ~_..i-... :--:...,.i....-'Jc..!..'.Jl.~,.: , .._......()'k-{. . :t.d,.--'[ . : ," J J' J,"~.. I . " I' t Ii) , i. J .. , tj ~ ,. . . ..FRAME' PLAN " 3"3/8-.' .. - . .. . BECTION A - A ..... l~ J_ .. . . l .. '.. . ~T~ . ~5IB')(3' BOL T~ -:,;, '. . Co. ~ T\ "'2 eACH E.ND . ~. . . \ 4" ANCHORS . \J 1/4' . . . SECTION 8. B . 2' 3. -0. . SQ. EDGE FLA T E1ARS 518~ X2-2JIZ' . SQ. -:--........ .' . EDGE. FLA T 8AR ... I. 5/S.. X2"1I2~ X30~ ./ SQ, E{)GE FLA T BARS 4' MINIMUM. SEE ARCH'L DWGS.- 2-112~ .- . B <( . I . . FRAME'SECTION. TRUNCATfD DOME DETECTABLE WARNING SURFACE OR SllWPfD CONeRel t . . -s- 2'--". 12:1 MAX . 1 u,-, _..~ "r..:L.OPf v~~~", . '. 4;1<'..... . ....... .... *.- ,...4'1, . ..~. .... ...~,,.. -." 4"%.f .., ". t'\ 1 }.{(....sEcri.oN' A-P,... . . . , r I I ' . I I ">1:-- . I. j .~........... I ........~.~...... CURB (TYPE VARIES) 10" MN. 3/4" . ~ . . . . CRUSlED ROCK' : COMPACTED TO . 941 MODIFIED PROCTOR RELA TIVE COMPACTION. ... . A(. .2' 8' A '.' . . .'0" . . . 'A. ,,6~ .... 22" ; 'WALL HEEL SLOPE . ........ NOTEt. _. 318' CROSS' 8ARS SHALL BE. FLUSH WITH THE GRA TE SURFACE .AND. : . MA Y fiE FILLET- WELDED. RESISTANCE WELDED' OR'. . ELECTROFORGED 'TO BEARING BARS. . :, ~.. .~...,: .;.;.."~;,; ..:..~4~t!14itt~:{;(1~~:'~6~t~!i.i.:f!.~~ 1/ .... . '>i :,,' .... B'~DD. JNG ~'"l';'~"# \#(~,!.)..,:,..t.:r-;""'t ./,:,......~'.1~....1. ..'#.'1. ~ .Jl_ \,.. _{~,-!< .f.~"~"" -. ..,_.hq.~~_4~' . (;.., t:: - e..:( ~~( t"':( .~. -< ~J~': fs ~r ,!"J ,.:t' I~- f.:J".~ '.. ~ /"\ L :-:....-t~..~:. ''r.'~ .I..j.:'-lI-f.AJ...!...I,-.f.. ..r ..J ~.:\~,.. ('tt:''''''( '~1..~':{. ,,,""r. . SEE TYPJ")A ~~~r~}:.{,::..h~JSi::::.;~.J~_t,,~,~.I~.~-:...t'~. ,:J~~{~ ~\..J:~..~ ~:~t._~ "':fr-:'"!i::-~"?',. 'RENCH DITAJL) .)l..1 ..w.! /.../ .t-... ..l'';f..r i~ ._. q .p=:,,, )-1. M r~lA..;-";L~ . . . . . .- '" "J' .~ '... ,.,.. .. .. ~ ~,f /-. . .... /'" ",." ,lI" iJ " , ,....;.... ...J /."""/ ,~.. .,'''.,,' //~." / ,'~ i ,..../'". ,,';, .~...,~.,',' ,#" <':.1' ? .~.,~. . . "....,;( -." ".. /. /"." .. .', / ;' '\ / ,.(., / ,...'. / ./..... /' " ',,-. / ;' '...../ ...' .... ,........ .. /.'.., \..,~ \. .."~ " ~,.,,' ... '../'''.. '''- ~". ,,/ '. ",,~ ....:-- ."', '\. '.:"~"..'./. ", .~ ....~ UNDfSTURB~D NOTE: . . . ... SUBGRADE . 1 ~. CASTING SHALL MEET HS20 LOAD REQUIREMENTS. . . '2. PROVIDE RISER SIZE'. AND MATERIAL TO MATCH CARRIER PIPE (4" MAX SIZE) . . .3. .. ALL' CONCRl:.l t: SHALL BE COMMERCIAL GRADE CONCTRE.TE. . 4. . PROVIDE' TRACE~' WIRE AS REQUIRED BY LOCAL CODE; - ~ 28- FOOlft6. ; : WIDTH GUrrER . NO/UP 5% At4X. ,- /1- cv -) :---A _S NOms . .. WITHIN 2' HORIZ. OF RET AWING WALL FACE. . . : UMlT COMPACTION EOIJPMEffT TO ".JUMP/N:6 JACK" OR :WALK~EHWf). COMPACTOR. AW'Wf 4" LOOSE LFT. ... . USE GRADE 60 REf$OR.ClNG.' BARS.. . CONCRETE COWRESSlvE. 8TRENGTHt 3500 PSI $UJMP" 4' t. Ji2' WA TER I CEMENT RA riOt 0.48 ~ LESS .. ., . r-'-~-'. '-'~'-'1 . .J 8.(. PLAN o.c. . 5/~il-'3/r 1I I LJU) .t ~ . . (\J :.PLAN . . 1_ . SPACING. 3- -1 -31IS- 518!.. 1- .. lLJJ . U lLlt . NOTES' .' : CONCRETE STRENGTH .SHAr..L BE COMMERCIAL' GftADE.. CONCRETE.' ',' . " \ >. ~. .' .' , .. ..G-2 GR4TES MAY BE USED IF'. APPROVED BY THE: ENGJNE:ER. CATCH BASIN. FRAME.. AND. GRATES . SHALL MEET H20 LOADJNG. INSIDE FRAME. DIMENSIONS' .2' 3-3/8' X 2' 8-1/2.. I ~. Ef i . .! a.. . TYPE I t ., ,.. . . .,: X~'f!:~;D CATCH BAtiIN ! . I I Ii J ~ .II .' : Ii .' .Ii' I. . 2.. 3. ..4. . REVISIONS ^ revision. date /1\ eRA rESECTION lii I I' I I . I @ ADA SIDKffALKJUMp' DETML ~: N.T.&. .'. @1.TYPICAL:'CLBA1V()UT .SCALE: N. ts.' @) C()NC~,'c..ANiJj,1/fd'BETA1N1NG WALL .. ...... .... SCALE: f/.2..,t~o" :.. :-'. . . . . '. . PROJECT # DRAWN CHECKED DATE 09-051 WS GM 12/01/2009 ~ SHEET C4 (9C()P'fRlCHT ~OO9 .~y T Be AtdJltect & EtlnneullllC , . . TBG ARCHITEL, IS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 . ~.), //. ;;,;;';;//fI /'/';;; .;::.;;;//'::: /':;:; /'/~ ~' ;~:;:;:;:;/:;:;~~~~~~~' !;"~~~z~~~~~~: ;~&~~~~~~~~: il~~%%%~~~~~~ ~~~~~~~@~~~~~c ~~~~:;:;~~~::;:;:;:;~:;:;~ ~~~~~~~~~~~~~ ~:;:;-;;:;::;:::::;:::~::;:::~~:::::::::::;:::; ~~~~~~~~~~~~~c /.~.//.' /~- //:y /' /:' ~~~~~@~~~~~~1 ./~~/.::;:::~/::;:::/' /.::;:::/.' ~~~~~~~@%~~%t /:;:;~::;:::::::::::~:;:;/.:;:;;'/';::~' .:;:;;:::::::~::::::;:::~:;::::;::://,,:;::>,, ::;:;;,.-//./://////// ;~~~~~J~~~~~k, =- ~ ~ ~ J;:;;: ~:;:; 33. ;;;;"~ ~ ~ ~ ~ ~ ;; /;:: :;:; :;:; ;;; ;;;/ ::: ~ :;:;:;:;,.:::: ; ~;::~;::~:;:;~~~:;:;/:;:;:;:;~~I :~~~~~;;;';::'.:3~~k~; :: //':::..::;:;::::::: ,.:;:::::: /' // /:;;;:;:;:;.~ ::::::;:;;;://///:::::~::::;:;/'/,~. .-:~~-;;,//'--::/' " - , TOTAL SF TOTAL SF TOTAL SF TOTAL SF TOTAL SF , , , // ,/ ASSESSOR'S PAM 17-02-20-00 TAX lOT 800 , , I , , I , , ,. , , -- "-- f J ../~ /' // ..../ ~/ ~~~0 G9':A<P~~ ~~O~~ /\~ --- .-- -- ,-- \ ________ EXISTING PAVED _______ DRIVEWAY TO REMAIN FOR EMERGENCY VEHICLE ACCESS TO LOWER fIRE-BREAK ROAD ONLY ~/ , , I , , I , , ~! , I , , I , , I , , , ~ L.U ~ Z L.Uu U~ L L.U C~ ...I (V' " , 01 -rv-L lIIf-o ,~, ... L' U U~: u.JU I r', / / , , ~;% , ~~~~~ ,~/ v'l~~~~f~ ~J~ -/~;~~f~~J~' ~~x~/ /.~;~~/"~~f~~f~' J:~~f~ ~~~~J~~J'i~f~~J~ ~f-/ ~~~~~f'i~J-/:.:;,J~ ~J'iZ~ /: z::::-/. /'i:/'::::-/ /:::::/ /' 'l/' /: 'l~ 'l...-: ~ 'l 'l ::::-'lX~:::::: 'l~ 'l::::- 'i 'l:::: 'i:::-: 'l ~ 'l~~ 'l 'l~ '~J~? ::::-~~ ::::-;~ -;.;q,. 'l~~~~~~~ ~~'l~~ 'l;~ ::::-~~ 'l~~/~~~t~~~:?;,~ : 'l X ~ ::::-.; ~ ::::- /" 'l ;;;. /" ~ j:' ..~>~ X ~..:'~;>~/. 'l/ /' 'l 'l..- ~~~J~~f~~J~:;-~~.?~~A~;:-t~~;~~/ :..;q,. ~,:q,.~;:-~~~~J'~~~~~t~ ~t.~~f-/ ~/ :~.;~ ~/"~~~~;?~~~~;:-;'~ ::::-X~~J~ ~J-'l~/. "~~J~~~~;0A~~t~~;~~f~~f-/~x~~ ~';'l;?'l~J'~~A~;:-t~~:t~ ~f-/~J-::;~J~~~~./ ?~'i0i0~~::?!t~f;~~J~~f~~g~::?~~~~ 'l~~~~~z.:.~~;?~~~t~~;~~~~~~~~A~ ~~~A~J~-/ ~/,,'i ~'lx~ Y;'6:'lt~:?~~~~7~;'-: ''l 'l 'l//'::::::::::-/'l::::'~'l/'l'l/'l:';;'/ 'l 'l 'l 'l ~< ~'\ ~~'l/~:::::: /'i'l ::::-x-/ 'lx~ 'l/"0'l'i~~~~'l 0'\.'\ ,'l //-/, /-::::: z 'l/ /:::::-/. /: 'l/ 'l ''l 'l 'l 'l 'l .-:::;.; ~\.\., 'lj:'t~::::-t.~~f-/~f'i~f~~B~~~~~ ~ ~~'l;~~f'6:~J'i ~f~~~0A~~~~;'-: ~;~ ~f~ ~/,,'l~f'~;:~~~?h~~~~ ,:/::::-/. /. 'l/ /: 'l/. 'l ''l 'l 'l 'l ~ 'l 'l ./ 'l/.;"-: 'l/. /:::::-/. 'l ''l 'l 'l ~ 'l 'l:';;' ~~ ?~~J'6:~J~~~~~'0~~~~Z ~.;~~X'i~~~~~~~~~'l :;.~J~~~~~~~~~~~ ;;;''l~';::-~~~~~~~~~'< :::-: 'l/.'l 'l 'l 'l 'l 'l'l'l/ ",~~~A~~~~~~~" , 'l 'l 'l 'l 'l 'l 'l 'l/ /: ~~pA~~~::?0~ ~~~~~~:?~~ /, 'l 'l 'l 'l 'l/ 'l ;..: ~~A~?%~ ,~~:?~~~ ~ 'l/ 'l 'l /. 'l/. 'l 'l ~ ./ 'l 'l 'l 'l'l'l" ;. 'l 'l;'-: 'l'lz ,'l ~" "'l ~. /' \ LIMITS Of PROPOSED PROJECT , SITE ARfA (CONTINUOUS THICK --- \, ~HED UNO /' \ CENTERUNE Of DRIVEWAY ~ /'/ ;/\ / ,K' / / / / / -- ((~ ~- / PROPERTYUNE, TYP----- .-- ~ ~ EXISTING GRAVEL PARKING Am TO BE ABANDONED. (GRAVELED DRIVE ACCESS TO LOWER fiRE-BREAK ROAD TO REMAIN, WiTH GRAVELED TURN-AROUND AREA. / /~ \ , , I , , I , , I f , I , , / / /// ,/' " ,/ / ,/" /' ~ /" r /" , , /' , , /' , , /' " /' , , /' , , ,/' , ,/' , /' , /' , , , , // I / : ~,' I , , I . , ../ / /' / / / / / ,/ / J / , I , I , , I , , J L.U :I: ,t ~ L ~~ \ \ // / / " / / -- ......... ASSESSOR1S MAP 17-02-20-00 TAX lOT 700 I I I I I ~ , , / , , / , , / , ~' ,filii' ,~ ~' ."."" ,~ ~' ",,' ,~ ~.". "-~,, ~ ,~" ~ ~:~~H , ~""..,"~ GJ :O'=1'.()" :> _A \I " ,~ ~' ",,"" .". ~ / .". ",,"" ,~ ~' " ,~ , I ,~ ~"~' . <( . CO . n (E) STRUCTURE TO REMAJN , , , -~:-;;/~;;;'>'-;'~ :~~~~~. ::;;-:;,~~~~:;. ~:3~~~~j ~~~~:::::;~~ ~~;:;:;~:;:;~;;: ~~~~~~~" ~;:;:~~a~~; :~~~:::::~:;;:; /"-//~/,/" "///''i/// ' ~~~'l~~~~:" TOTAL DEVELOPMENT AREA TOTAL IMPERVIOUS Am BUILDINGS PARKING ARfA AND WA\.l.S TOTAL PERVIOUS ARfA 5 :> _A \I / / 5 A~:A CA_CL _A- 0\15 , . I PROPOSED CAlCULATIONS ONLY INCLUDE Am WITHIN THE PROPOSED PROJECT AFJ:A , , I . , f ASSESSOR'S MAP 17-02-30-00 TAX LOT 100 EXISTING 3G I.b J 5 32.518 I 7.04 J 15,477 32S.007 BUILDING LOCATION BASED ON AERIAL PHOTOGRAPHS AND THEREfORE NOT AN ACCURATE REPRESENTATION . I , I O' 5' 10' 15' 30' ~ PROPOSED TOTAlIMPERVIOU5 ARfA (E) BUILDINGS TO REMAIN (E) PARKING ARJ:N3 AND WALKWAYS TO REMAIN PROPOSED BUILDING PROP05ED PARKING ARfIt.S . WAt:f.5 73.80S TOTAL SF I G,257 TOTAL SF 2.333 TOTAL Sf PROJECT # 200621 5. J 37 TOTAL Sf DRAWN Q 50,082 TOTAL SF CHECKED JEL DATE 12/1/2009 , , . G- \lE{A \10- - :S I , I / / I. AlL PUBLIC IMPROVEMENTS MADE WiTHIN THE PUBLIC R.O.W. WILL BE PRIVATELY CONSTRUCTED CONfORMING TO ALl REQUIREMENTS Of THE CllY Of SPRINGfiELD 287.80G (784) TOTAL Sf TOTAL SF TOTAl PERVIOUS ARJ:A (E) BUILDINGS TO BE REMOVED PER SDe 3.2-7 J 5. 25% OF DEVELOPMENT AREA SHAll BE LANDSCAPED LANDSCAPED AREA REQUIRED PROPOSED PROJECf SITE AFJ:A 7S,O I 0 TOTAL SF (75,0 f 0 SF) x (20%) ~~b$f\ NEW LANDSCAPING PROVIDEDd11'A\di' L ---~~ ---~- . ........-- ---- -- ----~ .-- SEE SURVEY FOR EXISTING CONDITIONS fOLLOW TREE PRESERVATION REQUIREMENTS FOR EXISTING PUBLIC STREET TREES, AND FRlVATE TREES TO REMAIN SEE SP2 fOR SITE PLAN DIMENSIONS 2. 3. , , . SHEET I , , .....---_... --~ ----- ---- -- ---- ~ ~ ----- --------- ------ ---- -- -- 4. --- .....--- -~ @CQPVRIGl-IT 2009 by TBG Architects & Plannc~rr/lnc , - '" ~ -q- '" cr\ Z o OlJ ~~ <0 --I .... 00 U....J ~u.J <(U": ~lJ L1j~ Q)~ ~o.. M V) Al / / // / /// ~ / / /// ~/ ~/,/' "- ~ ~ .......... p ~ d ~ -- ---- --- ".. PROPOSED N AND CURB C: DRIVEWAY -- PAlNTE ' CROS:~~DESTRlAN ------- / / I"\LK, lYriCAL / EXTENTS Of CO~~N---- /' / PAINTED P STRIPING. ~NgfLOT ------ ~1~~fIELD APPROVED, LANDSCAPE PLANTING BED, TYP~ ---,.....-'" o~~~ O~a~ r;: ~\O 0 f!\ ~\~ ~ % ~ 29. ~ ,/ ff '-./ /' txlSTING DR ' / REMOVFn ClyewAYTO BE ~ CONf"C~~ ON5TRUCT ~ __ VN-l E SfDEWAL tJ I I t:R PER CITY KJ CURB AND REQUIREMENTS (gF SPRINGfiELD BE REMOVED SHOWDNRJVEWAY TO DASHED " cz>'?>" \ \ \ j / ~~~~ ~~~ 1-~<1:.{<<~ 'l-...~~~V~ ~~~\~~~ f ~ ~"'l/(~~ ~ ~ ~A ' ~~ ~~ %-$:;. ~~, ~V/": , ~~ , ~~z I' _?,f...., " ~ /Y. vc" 'In~~ ~ '/~"< ~. ~~~ '< i~~ r~"<<<" ~ . >~~~ />:;:- \ ~"<<$' ,,~V"~" ?0 ~~~ fJ;~~ ~~~~ Ix Y,,~ N~ 0c' 'l.....~ /( ~ , % ~~ % , ~~~%~ - <<"< ~ ~~ ~~%- ~, ~~ ~~"< "~ ~~~" ~~~ .- ~'. :1' ,,'~~\~ &'R .~:~~~~ _'" . ','. t%~~~ .. ' . ~~<<<~y, <<~~ ,~ z'V~ . ~~~ ' % ~>%.~~.li!~~' , >/,>,<<'0~~~~<<L ~<? ~ {' /.v/~~ ?::)7/ ~~" ;;<~>0>>~~:(<<^ k /( % %%" ~.~~~~ . :<x<~ ~~~~~-<^",'0:.~ / / (G) HOR.T TERM BICYCLE PARKING SPACES (U ~1YP · NCOVERED) 6"d ~~ - \} I~ / - "" \ > ....:::::\(?:,::.. . \{J }, /"': /. r '/ ...:::;::;::::,:..- /ZA: { ,,'" '0 ~ 1 ...;-;;.::... ,d~"0'\,)/" f. . ,..( \. (/:) M-'~ . I I .' \./,,-,/ /- .':- ;;" \SJK _.,:,.~,~,;.,. /Ilf" /,...... V, . ,. ,~ E 11.<1" " " " ""'"".....,. -\.'''' :::::. ./'.r>< \ /~ ",,::::9":% >>~v(<<.A.."0' .:.::. ~~ ,/ \ ' ,x .:::v '" ~'::'Y:.;..,::: "S..--<<~~~ ~'0:.~~ *::>'," \ . .4::::;:~ >>~~~~~i /( ~ (f}-Z1:.$}.'<(1:-. L<~~'" ..:;:., . ;;;<< ~ ", "''1{~ ~~~~~~~I'<' y~~~ ./,~fl)J :I: ~ ' " ?</. ~~,~1-..0:~' " i(0.0.{0 XY . ~)~ ' ".I ' ~~ >>'<<' ' , , >>'<(<~'< . .. ~ ,<< ' , y, y,>,. 'v . >-'/- >>'f 0.1. <-<<< ' ! -#;(-(% . ">%' >>~. n>> Yo. ~~ }f' ~ ~~; ~~~ k :<t /!(, ~~ ~, ~~ ,'i .. i~l ;; Y.* Ii' ' . . , .)$.<< . '/,,,<<' ' ~ ;;y); . .,' /<<<~ " .. ),'0 . ' . . ,,,- 'f.;;. ~ . " "~ :~ .' .' ~ . . '@lillm?~~ ' ~ ~il :- " ~ ..' .~il, -~JT0 ~ : ' : . ,~~S ~~S~'E gf-:' ....-: '. '. ~E'J . _ a ~(ij. · " ,ff , ( r I , , '\ ~ , - ~t 1 '>>'\: . I ,;(<...~~'Y /,>>?#% ~ ~~'0<~ ~~~~ ~1$~'>>~ ~~~~-, . \". /...y>>;I~' ,\ >>'<<'..~. . /- p; 0 >:>>-.~ 71 r}j~%.~~~ ~ ." ~~fIt~~~~ W;ff~~~'Y~;f&! :t<.,< ~'-Y);.,'1t;:.~~ % >>~~ '~Jf!0~ ~<!k~~t ~ . ~>.-v~ ~ ~" ~ @PLAN NORTH Q : 'l _A ~G : D S A2 ~ 1/1611=11.011 ~ _A~ (1 6' 16' ,...-... />... /" . . I ~ " ' o ---~ ~ ----., '10-- :S I . AlL PUBUC IMPRI - BE PRIVATELY OVEMENTS MADE 2. :::~:~LD ~~~~;:~~~ CON:C;:~~Hi6~~L~~'g:- WILL EY, SHEET C I fOR 3. txlSTING STREEr T txlSTING CONDITIONS DURING CONSTRU~;'N TO REMAIN SHALL B 4. ~::~~~1~ ~gNgUR:;~~I:~I~ECI~~~z~g:s 5. REFERENCE LANDSC ISTING TREE5 TO BE ~J~~L1NG PERMIT PROPOSED TREES A~r;; PLANTING PLAN fO LANDSCAPING R DETAILS REGARDIN 6. IN COMf'UANCE WIT G PLACED UNDERGRO~N~~.3- f 25. ALL NEW 0 7. IN COMPUANC · ENEVER f'OS5IBLE N.SITE UTILITIES WlU- BE IRRIGATION E WITH SDC 4 4 USED TO SYSTEM 5HAU- BE -I 05(G). A f'ERMAN NATIVE sp~g~ IANDSCAf'E 5T:~~ED fOR AU ~~~DERGROUND ARCHITECTURE DOR PlANT COMMUNIT S. UNlESS WHERE ~NT MATERlAI5 8 RAWING5 fOR DErA IES. REfeRENCE LA IANTED WITH . THE DerAILS 0 115 NDSCAl'E SUBMITTED f THE 51TE AND B COMPUANC:rv;r~ J~~~f: BUI~~~N~E~I~AGE SHALL BE N STANDARDS SUBMITTAL IN G:'1:~ 5 :> _A \I _:G: ~ ) - NEW BUILDING :;,.///'''' 'l ,/ ,//// , ;:; /// / -:::: ,/;/ / -;; /.... ,/"'/;/ / // EXI5TI /,/ ,/ / ;: -:; / - NG BUILDING TO DS:; /< ,. N.MAIN ?//:>~'% 1;f>>...~~~ ~<(1:::..((^",*>;J - NEW lANDSGAl' ~<<<<<<~ =~~NT5 ~;N~~~~ED. (HATCH PAmRN ~ f'E f'LANTING PLANS LANDSCAf'ING), 5EE ~ - NEW PRECAST CONCRETE PAVE ~;:,~~~~. RS. SEE CIVIL DRAWINGS :'if":.:~if!*i@,~'$.>. '--II...! 'Y,';}t;\):;~~,<"'<Yi>O;";'i - t~~~~~ - ~f BIO-SWALf'J RETEN ~%<{}~I)~} D~~~J\5TER TREATME~~:DONDD fOR ON-SITE .,"~<<~~~# 15f'05AL 5EE C ... ,_ . IVIL / /r.:., ~~; " ~ - NEW CONCRETE WA x/-;0..~~ HATCH PAmRN) 5~' (INDICATED BY A / '7 _ _ ' · CIVIL DRAWINGS STIf'f'LE // / ~/ /~".-- _ L.. / / I /7 - NEW PA -....;_-1 / / INTED PEDE5T RlAN CROSS (i WALK STRIPING AREA ~,r) ~ \ ~ - NEW ADA P ,/ ~ l LOADING z~NG AREAS wrTH /J5 ~.,::;::: ACCESSIBLE P · f'A1NTED f'ARKlNG ;OCIATED STRIPED 4" -:;:::)7 TACTILE WARN=NG 51GN. ACCE5~LEBOl. VAN ,W,\ ,r,' .;;:~ ROUTE AND .-(~~,' ,;~.,......---....... .... ""-" - PROP05ED PROJECT SITE A~A _ - PROPERlY LINE -- r-- " ~~ ~ - EXISTING TREE TO TREE PRE5ERVAT[~~~UI~~~~SCAPE PLANS fOR ........ - NEW BICYCLE PARKING ~ - NEW PAINTED TRAffiC C ONTROL DEVICE5 - NEW P ARK1NG LOT LIGHTING. SEE ELEC SHr:r:' EOO J - NEW MONUMENT SIGN [}e-O I :f:~~) - NEW T :> ACTILE WARNING f'ER CllY STANDARD A ~ ( ~G CA S.A5REQUIRED VEHICLE _C_ _A- O~S PER 4.i-195(A)(8) {E} ClASSROOM (E) LIBRARY BLDG CONTAINING 5 I ClASSROOMS - PER 4.6-125 TAB .200 Sf 1/100 - 10 SPACES (E) SHOP BUILDI LE 4.6-2 12 SPACES (E) ADMIN NG (E) MODU ISTRATION BLDG I ,200 Sf 1/300 NEW OUT~~:;(g~fBICUEILDING i:b~b ~Ff 1/300 4 SFACES BLDG 5 13 1/300 16 SPACES TOTAL MINIMU · 7 Sf 1/300 7 SPACE5 TOTAL PARl'.IN~ ;ARl\ING SPACES RE 18 SPACES STANDARD SIZE PACES PROVIDED QUIRED 91< 18' OR 9'x 18' 67 SPACES ACCESSIBLE SPAC WITH 2'-0' BUMPER OVE~O SPACES ES(91<18~ ANG BICYCLE ~G SPACES THE CHiLD CE SPACES THEREFORE T~JER DOE5 NOT fUNCTI SEPARATE USES.fUNCTIONS Of THE i!c~~t Ar:J.'CAL SCHOOL (PER 4.6-1 50 ADDRESSED As (E) ClA?SROO TABLE 4.G-3) (ASSUME 85M BLDG CONTAlNI ~MAINING ~~~~~5 PER ClA5~G At;~SROOMS 4. 104 Sf/3000 RATION STRUCTU GEl TOTAL BICYCLE RES TOTAL TOTAL BICYCLE ~~:NG SPACES REQUIRE LONG TERM Sp~~~ACES PROVIDEg SHORT TERM SPACE PROVIDED S PROVIDED 5 SPACES 5 SPACES 10 SPACES J 4 SPACES B SPACES G SPACES T13G ARCHITECTS & P~NNERS / INC 132 East Broadway Eu Suite 200 gene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~ ~ ~ L.L.I I- Z L.L.Iu U~ z 05 ....I I ~ _uru ~L :J: P tj UTO I I 1~ ;;;u L.L.I I u.J I · .... -I I ' ...( . L< I- 'II cO ~o ~ I'-.. ~ '" Cj) Z o 00 ~u.J C!:: <0 -J o ' u9 ~u.J <u: ~LJ u") Z 0"\- O)C!:: M5=> :~_A ~G:O S :::> _A '-l PROJECT # DRAWN CHECKED DATE 200621 Q JEL 12/1/2009 SHEET A2 @COPVRIGHT 2009 b Y TBG Architects & PI anncrsllnc --- TYPICAL HITCHING POST OR STAPLE RACK. PERSDC fiGURE 4.G-5 --- TYPICAl5PACE V <<V <<'V <<'/ <<"/ <<V <<V <<V <<V <<V <<y<<~ '.,.' :. . . ,; .'. J/.V <<V <<V <<'/ 4< / <<V <<V ~ ~ <<V <<V <<V / BETWEEN HOOFS ~" '.~':: . :~~.: .~ :. :~~'; ~: '~~~~~~D~ ~~-~~~~~~~~~7~~~~~~~ .:' ~".' . '., . ':". ..' .~~ ~ I ~~~DBU5 ~~V~.... ..:......:-. '::.' . ......[0]. ..... :". ;....,.....: a. ..'i-~ .... ',/",:, D~ dY~ 5HElTERCOLUMN.1Yf' ~~k~"" .... r. : '. .' n.. . .'. . :." . '..... .... ..' ..... . ':.' ....:: .~:. n'" ~:". (:~ .,~~~~ ::<<,,"(..1,,'<:' .... . ':,.':-., ~.':. .... : -: , ':", .'..:,: ..:....,.....' ...... . ..... I.... ':" ';'. :....: /~~ y..-UNEOfROOfABOVE, ~v~~':' ,: .' .,.... .. ..'. ", . ." .."... . ':". .... " ~.'. ~:. ".... ',..' , ' ..... . 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'//1/// II~ ~ . ~1. ,\1 ~~ \\\\\\~\\\\\\\\\\ ,\1 \\ ~~ 1(\\\' ':1"\ / / / / / '/ / ~ ~ ~ ~:/ I ~ / ",/' /' ~(91) PAC~YSANDR'A(1' O.~.) ~~L ~'~'-,V-'- ~l(L""-"" 1/' "~,<''l ,,' ~~",\\\\\\m\\\\\\\\~~~ ~ ~ \.W;~~~ / / ;:: .......... / / / -;:: .... / '/ ~ ~ ~ ~ 1: ~ ~",,/' --::- /""(16iBRf~~i~6~~~K.HfDAPHNE '7f'~t~:~1':;in'W~- 7 \ '7/, ~\\l\\~\'\\\\\\\\\~~~~\~\~~~~ / / / // / -;:: /,;-;:: ~ ~ ~ ~ ~"U /. // ' /" . (54) SWEET WOODRUFF (1'O.C.),l/ / ~ ~ '~l~\~\\\\\\\\~~'~ :\ :"\\~ .~~ / / / / / / / / / / /.... /.... /./ /.... / AJ -;:. . '(8) BENNERUP BLUE / / / ./ ~ lr'-... "\, ..\\,,~\\\\\' ~........ 7 / / ./ .... / .... / .... /' /' /' /' ~./ / .. SIB IRIS /" . /' .;z-" \l .\\\\t~H\\' /' /' . /' /' /' / /' / '/ ~ ~ /~/ '-r; /",,/'/ \",' //,/://'/~//. ~'~/""~/ ////,/////,/;'/ . ~.... ~ --: ~ / ~ ~ ""/ ""/ .: \ / / ./ / / / / .... -;:: / .... /.... / /'; ~ /, ......y... ./" ~ ""(25) BUTTERCUP WINTER HAZEL /' /' / / /' / ~/ r /' / / ,. / / /,/ / /'----- /' / / /' . (16) KELSEY REDTWIG' / / /' . /'" .. /, '/,/ / / / ~/~ / / ""/ / / / / /' / / / / / /' / /,// /'OOGWOOD / / (19) PACIFIC SWORC FER":' V ~ / /'i,;~ /j""/ "/ .' / /// // //// /// / / / ./ / --(a1)PACHYSANDRA(1'O.C.) /-;::././ / / .................... / / :.,..,::; ~/ 'i ""/ ,",,/ "/ / .. X / -;:: ;::....;:: '/ ....-: <(8) GOSHlKt OSMANTHUS. ;:: /~ / /;: ~ ' // >j/ / ,..; '/- / -;:: ./ :'" / /, / /.......... // , ""/ ~ "/ 1:' / "/ ? ;::/ / / / .......... / / / ~;... -;:: / ~ ' -;, (35)PACHYsAND~(1'O.C.)V / / / '-::~~~~~qoM;;~~E"'" "/ ~ / /~'i "/ / ~// ' // /// //' /' / ,/,./ /' // //,,4 / / //., /' ,// /' ~ / "/ v ""/ / //-:::>. //'//' /..../'(11)BRONZEvEILTUFTEOHAIR.... /~ 'l/ ///A/-;::/ /-;:: /// /// /// // :..- /./ ""/.... ~ ""/ ~ :: --;; /' 7"'<,....-.::. -:""/;...-:. ..........~~S~ .... .... ..... .......... , __ ./ ;:.~ ://. / / .......... /' ,~ ./ ./ -;:: /' :: -: ~ -: / ~ // / / /./ //,.//..,/ ,/ / / I / / / TBG ~ '\' '1 ARCHITECTS & PLANNERS / INC ) , , , \ \ \ \ \ \ , I I I I l I I / / GO, '" ~' ~ .. LANDSCAPE ARCHITECTS .... ,'-' ..... ..,.,.~..,..,~~~.v..., '~""~"-'''''O] J 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687..1010 Fax (541) 687-0625 TREE STAKES - O.F, 2. x2" x6' , MULCH TREE TIES ~ r Grow Slralghl or approved IMPORTANT: Root crown to be a minimum of 4. above finIsh grade. .J 375 W. 4ltt Ave. .. Suite 201 Eugene, OregDn 91401 Phone: (541) 686-4540 Fax: (541) 686-4571 Web: YMW.schlrmemssoclates.com BACKfolLL FDJ halfway and water thoroughly before baddBDng. - TREE PEDESTAl Prepare subsoil to prevent seltUng . UNDISTURBED OR COMPACTED SUBGRAOE E-- 2JC t>lall1~tt:r of roolbaD NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. o DECIDUOUS TREE PLANTING DETAIL NoT .e. PLANT LIST: Qty. - aotanlcal Name Common Name Size Comments TREES I 8 Pl:er circinatum \t1ne Maple EJ.8ft. Multlatrunk ,Matched. evenly branched , , 3 Peer palmatum 'Osakazuki' Osakuzuki Maple 6-8 ft. Matched, ewnly branched 15 fJt:er rubrum 'October Glol)' October Glory Red Maple 21t cal. Matched, evenly branched 7 'Peer saccharum 'Green Mountain' Green Mountain Sugar Maple 2"cal. Matched, evenly branched 13 Be1ulajacquemontii JacquemontJi Birch 21tcal. Matched. evenly branched 18 Bawla nigra River BIrch 6-8 ft. Multi-trunk ,Matched, evenly branched 3 Comus altemifoUa 'Pagoda Dogwoocf Pagoda Dogwood 2"001. Matched, evenly branched 6 stewartfa owta Mountain Stewartia 6.8 ft. Multi-trunk ,Matched, evenly branched 13 11l1a americana 'Redmond' Redmond Linden 2ltcal. Matched, ewnly branched t SHRUBS 91 Abella x grandlflora 'Edward Gouchet Edward Goucher Abella 3 gal. 29 Berberis derY/lntl Darwin Barberrv ,3 gal. 1 Chaenomeles "0)0 Nishiki' Toyo Nfshtki Flowering Quince I 5 gal. 21 Cholsya temata'Sundance' Sundance MeJdcan Orange 5 gal. 63 Clatus Jadanifer Crimson Spot Rockrose 5 gal. 109 Comus stolonlfera 'Kelse~' ' KelseyRedtwig Dogwood 3 gal. 33 Corylopsls pauciflora 'ButteraJp Wnter Hazel , 5 gal. 20 Daphne)( burkwoodii 'Briggs Moonlight . Briggs MoonUghl Daphne ,3 gal. 39 Daphne x burkwoodii 'Carol Mackie' Carol Mackie Burkwood Daphne ,3 gal. 9 Deutzia gracilis 'Nikko' Nikko DeutzJa 3 gal. 43 Euonymus alatus 'Compacta' Compact Wnged Euonymus : 5 gal. 3 Euonymus japonlcus 'Microphyllus Butterscotch' Butterscotch Box Euonymus .3 gal. 9 FothergiUa major'Mt. PJnj M. PJry Fothergilla 59al. 12 Hebe buxifolia nana J Dwarf Boldeaf Hebe .1 gal. 5 . nex ere nata .Hellerit t Heller Holly 3 gal. 48 Mahonia aqulfollum 'Compacta I Compact Oregon Grape 3 gal. 41 Nandlna domestica 'FUamentosa' I Alamentos8 Nandlna 3gsl. 8 Osmanthus heteroph)lllus 'Goshikil JGoshikl Osman1hus l3 gal. 5 Pleris japonlca 'Cavantinet ~ Cavantine Pieris 3 gal. 50 POlystlchum munitum I Pacific SWord Fern 3 gal. 3 Rhododendron 'Cream Cresf I Cream Crest Rhodia , 3 gal. 14 Sarcococca ruscifolla SWeet Box (Sarcococca) 5 gal. 107 Spiraea japontca 'AnthonyWatere.... Anthony Waterer Spiraea 3 gal. 27 Spiraea japonica 'Little Princess' 'litUe Princess Spiraea ~3 gal, 7 Symphoricarpos albus I Snowberry .3 gal. l' S~nga wfgarls 'Sensation' I Sensation Lilac '15gal. 62 Taws cuspidata 'Dwarf Bright Gold' Dwarf Bright Gold Japanese Yew 3 gal. 66(Vaccnlum ovatum 'Evergreen Huckleberry 13 gal. I f PERENNIALS I 1 5 Echinops bannaticus Blue Globe Thistle 1 gal. 15 HemerocaUls 'Open Hearth' Open Hearth Daytily 1 gal. 24 Iris slbirica 'Bennerup Blue' Bennerup Blue Siberian Iris 1 gal. 46 rris slbirica 'Butter and Suga.... Butter and Sugar Siberian Iris 1 gal. GRASSES I 32 Calamagrostis x acutiflora 'Karl Foerstet Karl Foerster Feather Reed Grass 3 gal. 55 Carex buchananii Leather Leaf Sedge 1 gal. 24 Deschampaia cespitosa 'Bronze Veil' Bron2Je Veil Tufted Hair Grass 1 gal. 10 Deschampsia cespltosa INorthem Lights' Northem Lights Tufted Hair Grass 1 gal. 361 Juncus patens , Gray Rush 1 gal. 77 Juncus tenuis Slender Rush 1 gal. 23 Uriope gigantea Uly Turf 1 gal. 15 Pennlsetum alopecuroides ~ Fountain Grass 1 gal. 10 Pennisetum alopecuroldes 'LIttle Bunny' Uttle Bunny Fountain Grass 1 gal. 64 Pennisetum orientale 'TaU TaUs' Tafl Tails Oriental Fountain Grass 1 gal. 5 Stlpa giganlea Giant Feather Grass 11 gat GROUND COVER 407 Comus canadensis Bunchberry 41n. Planl1' o.C. 198 Fragaria'Lipstick' Lipstick Ornamental StraWberry 410. Plan11' o.e. 341 Galium odoratum Sweet Woodruff 41n. Plant l' o.e, 459 Mahonia repens CreepIng Mahonla 41n, Plant l' o.c, 412 I Pachysandra tenninalis Pachysandra 41n. Planl1' o.e. 1232 Phlox stolonifera 'Bruce's White' Bruce's Wlite Creeping Phlox PLUG Plant l' o.e. 855 Rubus pent810bus Bramble 41n. Plant 241' o.c. SEED MIX: ~ LU I- Z LU U / ! o ...J ~ ~ "'f" f'... Cj') Z o 00 ~~ <0 ....J ..... 00 U......l ~!:: <(u.... ~lJ U1~ ~~ 0"") 0- M (f) u :c!: U~ LU~ :C~ 1-0 ) :> _A'l-- 'lG :> _A 'l IRRIGATION SYSTEM: PLANTING JUSTIFICATION: Springfield Code Section 4A-105CE): I Street Setback area required to be planted under this section = 6.179 s.f. PLANTING NOTES: IRRIGATION SYSTEM TO BE INSTALLED IN ALL PLANT BED AREAS. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKLEI~ SYSTEM WITH PVC PIPE AND FITTINGS, 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 BI: LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER PROOF LOCATION. 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACIUTIES 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. 00 NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPEARCHITEC~ 5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTING DETAIL. Size 2" cat. 5 gal. MInimum Required 14 70 Actual Count 26 t96 Plant Category Trees Shrubs LEGEND SPRINGFIELD CODe SECTION 4.4-105(F): PARKING LOT PLANTING AREAS SHALL INCLUDE ONE CANOPY TREE AT LEAST 2 INCHES IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERMITTED IN THE CITY'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST FOUR SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PLANTING AREA. SHRUBBERY THAT ABUTS PUBLIC RIGHT-OF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOTS SHALL GENERALLY NOT EXCEED 2 112 FEET IN HEIGHT AT MATURITY. PARKING LOT PlANTING AREAS SHALL INCLUDE": PROPOSED TREES, SHRUBS, GRASSES, AND PERENNIALS l g c) o ~ CD c: 1i! ~ .e ~ Cf) c: = c: <<J 9: (!) ~ ~ .se S~ :s2c t5@ 190) 518 G~ jij~ ~~ ~c CD 0 'Ii OCt) ".--, / \ I + \ \ I \ / ......._,,; NOTES: EXISTING TREE TO REMAIN PLANTING JUSTIFICATION: Install as per manufacturel's specifications.. contractor to determine quanity Qty. Name Comments Seed Mx One: 12.41b ProTlme 705 POX Ecology MX(1 Ib/500 s.f.)-totat6225 s.f. Source: Hobbs & Hopkins Ltd. 1..800.345..3295 SPRINGFIELD CODE SECTION 4.4-105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PlANTING AREA SHALL BE COVERED WITH lIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PLANTING AREA IS AS FOLLOWS: 1. AS A MINIMUM. TWO TREES NOT LESS THEN 6 FEET IN HEIGHT THAT ARE AT LEAST 2 INCHES IN CALIPER (AT THE TIME OF PLANTING, NOT INCLUDING ROOT BALL); AND 2. 10 SHRUBS, 5 GALLONS OR LARGER. 3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUTED FORTREES OR SHRUBBERY, UNLESS REQUIRED FOR SCREENING WHEN THERE ARE ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE. PROJECT # DRAWN CHECKED DATE 200621 alo mas/ces 1 2/9/2009 Springfield Code Section 4A-105(F): I I Area required to be planted under thIs section::: Driveway & Parking Setback 1.968 s,f., 5% of the Interior 2.122 s.f. Total area::: 4,026 s.,. 4""''''4'<1 '.q'.q .,00,,4<1 4<1 <I., <l.,4<1 4<l.,<l4<1.q<l<l<l.,.q.q 4".,4<14<14<144<1<1 <I <I., <1,,4., <l.q4.q"., ...<I-?<lAclA<lA<l..<I.. SEEO MIX Seed MixTwo: ....O....e' (~\.(O'W'O"W'll 00'00 f'O'O'OOO~ } :::)0'00 }o foOo.:- } 5o&oJo loge}) ::'o^o~o" ~'O^e ...:): Size 2" cal. 5 gal. Actual Count 42 249 Plant Category Trees Shrubs MinImum Required 41 164 GROUND COVER QPLAN ~ ~NORTH Q~~~RTYARD PLANTING - GROUND COVER SHEET L2 1 # PARKING AND DRIVEWAY SETBACK AREAS SPECIFIED IN THE APPLICABLE ZONING DISTRICT; AND 2. FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, exCLUSIVE OF ANY REQUIRED PARKING SETBACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BETWEEN THE STREET SIDE OF A BUILDING ANO AN ARTERIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY STREET. 0' 4'. 81 - GROUND COVER @COPVRIGHT2OO9byT8CM,hitel.'tS& Plcmners.'lnc , I I W 0) / ", Mark B C' P1 P2 (2 Head) P3, P4 P,ole Ht 20ft 20ft 20ft 15ft = X. i' U =t = 8C - /' / Lamp 2~F32 'lE 1~26W :C.FL 1-150W MHC . ~ . . 1,--150W MHC 1.-150WM.H.C 1-150W MHC JU ,/ ./ / t':;;\13 :: - ::CT:t CA - 8 \!::) SCALE~ 1/32' = 1'-Q'1 :l.A\I _ Manufacture Kenedi Lithonia Lithonia: Uthonia. Lithonia, Uthonia, a.o 0.0 0.0 0.0 0.0 0.0 0.0 a.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,1 Model. Number N548C.2~2..cW ~ LP6FN:"26'1 KT MR1-150lVtHC-.SR4SC-SCWA 'MR1'.15OMHC-SR4SCSCWA MRt-15OM.HC-SR3-SCWA MRt-1501V1HC-SR4SC-SCWA ,/ 0.0 0.0 0.0 0.0 0.0 0.0 a.o 0.0 a.o o.a 11.1 0.0 0.0 a.o 0.<1 CUI 0.0 0.0 0.0 0.0 0.0 0.0 CUI 0.0 CUI 1.4 o.a 0.0 0.0 1.1 0.0 0.0 0.0 0.0 1.$ a.'/' 0.0 0.0 0.0 0.1 CIJl a.o 0.0 l/.G 0.1 0.0 0.0' 0.0 0.0 0.1 Cl.2 0.0 G.O 0.0 0.0 a.t 0.2 0.3 0.0 G.O 0.0 0., 0.1 0.2 IU /' 0.0 0.0 o.a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G.O 0.0 1.0 o.a 0.0 0.0 ~ U Cl.2 ~ CIJl ~ U 1A U U 0., 0., 0.2 0.3 0.4 Q.5 0Jl U 1.1 1.1 1.2 ....., 11 II. I 0.2 IU IU 0.5 Q.5 0.1 0.7-:; \ ) 0.2 U 0.3 0... 0.4 0.3 0.4 0.4 0.1 o.:r o.:r o.:r 0.2 0.2 0., 0., 0.1 0.1 o RECESSED CAN LIGHT ONE HEAD POLE MOUNTED FIXTURE TWO HEAD POLE MOUNTED FIXTURE 4' LINEAR FLUORESCENT FIXTURE <<I a <<I a l>> L' @8Yv130_S / 0.0 0.0 o.ll IUI \> Illl 0.0 0.0 0.0 0.0 0.0 o.ll 0.0 0.0 0.0 0.0 0.0 a.o a.o a.o 0.0 0.0 0.0 0.0 0.11 0.0 0.0 ,/ / 0.0 0.0 0.0 0.0 0.0 0.<1 0.0 0.0 0.1 0.1 0.1 0.1 A., Il.t 0.' D., 11.1 \12 ,/ 0.0 0.1 0., 0.2 CUI lU 0.0 0.0 0.0 .0.0 tl.C 0.0 0.0 0.0 0.0 '.0 U 'LO U '.0 1.3 u u U 1.3 I Cl.S 0.1 i o.r a.r 0.11 0.1! 11.6 lU 1.0 0.1 0-8 0.6 '.0 I.' o.t t.O a.u 1.0 0.1' 0.11 0.11 o.S 0.6 lL5 ILl ~ :::..,,~~ J. ~ ~~ ,~~, ~~. /~ ~~\ J 1. LIGHTING CALCULATIONS INCLUDE ALL FIXTURES SHOWN ON PLAN. 08 - ::ET '.!OT::8 ,/ c/:/ { / ~ ~~~ () J I I I J ~ I I ~I I PRDPERTYLINE1'---- TYP \ I I I I I I J 8 (C'" 5)'''' ... ,- ,- . . "," ".. . .', " ~ ~. ,,',;. '\. . ~I. :.' '...'::.;.....r~..::.,,~.i.::...,.: G::.~:.,:,:::~:.!:.'.,..:.~,.:,:: ~ r t ',"', :".,'.,.':i .~. ;,.; ';,' " tF c.'r""',rl \!.--;:.:.....;J ~) @ Copyright 2008 C ~ <C o ~ ~ ffio::S O~O CZO ....IW~ :i:~<C OC:i W....lll) :t::i:Q) I-O~ o~ LO C=,.rj '<:t' "'1 q: LO CJ'l~ c= 'E '0 u ~ "'--- <.0 <l.) (.C 0) <::) Vo-i '<:t' c=:3 '<:t' Ln c::n iU c:: o C=-a Q.) <l.)~ -c::s~ t'- c:0) a 00-> Q.) C5 Q..) ~ Q.) Ol ::J W I Q) :::J c:: Q.) > <C "'--- ::::5 -l--' u v ~2 (i) ~ r- ..... en U~ "'--- rr) O~ z o C!) W 0:: o 6 -I W u: C) z c:::: 0- W PROJECT NO: ISSUE DATE: DRAFT DATE: DRAWN BY: CHECKED BY: REVISED: REVISION NO: 09-155 10-21.09 10-26-09 EKlRC/LJ LJ =_:C-~ CA_ S-=j..A~ E001 SHEET 1 OF1