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HomeMy WebLinkAboutPlan, Final APPLICANT 9/24/2009 7 6 5 4 3 2 CJ) o o ("\J r- ("\J c\j LO o .,.... o ("\J '- 0- <C c o ::E: 1 en 3:: -0 "".. LU U ("\J 00 .,.... l--l ......... (!) 3: Cl ......... ("\J 00 .,.... l--l "./ 00 o o ("\J ......... (J) ..j...J U Q..) o '- 0- ......... A '~, ~ C-. J I I I . I .. 'I .@I OOMJ.t 4 TE=~ 69.15 IE-I~ I (W)=464.28 IE-OUT (E)=464.25 A ,..... ~ B >< ;4< .~ B '~'~~_:iI' FJ.1 ^ ... <1/1 '4 c i all I III EX. 10' 55 EA5EMENr~ .~ c D E F G H . W UllWlW UlillUllI EX sue eTOP liftl' ./'" I".." . . @ @ . o @ @ IJI d EX. DRIVEWAY5 '~ x >< ><Z~ 2S ~ 55MI-! 3 TE=410h8 IE...IN (8)=462.20 IE...OUT M=462.36 ']:>< SDMJ.1 1 . ..r TE=410.63 I IE-IN (E)=461.84 I . - J . . .AIR 81fJ.'J. I><J Xo AD BP c.o. ,1 ~". ~.q...",.. <J v "~:"I .:) " D"x" E.O.P. EX. F.J.t. GM G.V. L.F.. LT M.6. M.J.1. PUE RT 5== e" Xli '. . ...' . ." . .'~.. . . ..' . " .... . '..... . . '. '. : '::.. . r. . "..., . . :' ...;. I( PROPOSED 14' 55 . .... t" :". '. ~ . . . .... ., " '. : . . .~. .' 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'.. ...:.....~-- .:...... ......,'.... ........ ............ ....:.. ::c...:.:.... ....,:....: ::'.':' .... '. c , ".: :: ,;": \:\" .. . "", .....', ~ ... , ,. . '." ". ..... ~.'. '. '.::.: ....... . . '" ..... 1.8' BUILDIN6 .'. .".............:.. . ,,;0;66'L:..': ..::..:.' '.:':......:-.:....... ". ~ENCROACJ.1MENT · ' ",:,: . ' ,... '. . ..4, .' ..~. .., 'f . " .EX. BLA~I<Er~5EAe'EM.ENr~" ... .~ .'j . .:. .... .:.: ::. .:. .':" ....:.;. . .... ..... ...... . ~-: : '55MR 2 ...... '. .' '. . '. ..,.. ..': ':'.:' .:... .:.... ..': :: '. ..:....: : TE=410.19 . ...... .."; ....::. "X' - ...... ...... ".,. .IE...IN (5)-46260 ...:.... ...... '.:' ........ ......... ..:- ..:..... .'...... .... .:. ". .;.. ....."-:.. IE...fN (E)=463'05 'p','; j).: ,_' ~' , "~:' ...... ...IE-OUr M=4i>2.54 ,..'n '. :..: ........ ....::. '0/ . '.':. .... ~...::.: ". ::..' . ..:'. :@,":": .... e8MR 10 ~ ~__ . ........ :. . . TE=410.14 IE...IN (WJ=463.02 IE-OUT (N)=462.94 W"x" W.v. 6CALE~ 1"=20' ... \oJ '--.-.... .. "I.. TEMP. TFC T.L. UP V.S. WIL W/M W.S.. en ~ t o 40 , 60 - EX. 6LULDING 20 .., I 61.08' ~ J . OWNt:~: KIT~' KAREN CJ.1AN ADDRES5: 181& MAIN 5T. c.rRfNGFIELD, OR MAp: 11-03--36-31 LOT~ 1401 11.34' " tP ~ ~ r B e EX. CRAIN LINK FENCE in &rl an > ... (\ - N agoS1 E 201.0' (209.01) NOTE5 L 51TE TO BE TOTALLY CLEARED. 2. TIME TRAVEL ZONE 10...20 YEAR5 3. SOIL TYPE=16..MALABON",URBAN LAND COMPLEX DEPTJ.1 to c:rROUND WATER MORE TRAN 80" 4. TOTAL LOT AREA: 31251 SQ. FT. 5. EXI5TING IMPERviOUS AREA: 22804 SQ. FT. (13%) J K . /:..'-- [) .-: ~:=, ',. ~ AREA DRAIN (NEW) AREA LI6J.1T CATCJ.1 BASIN (NEW) CATCJ.1 BASIN (EXleT.) DRAINAGE DflRECTION. DOWN5POUT (NEUJ) ELECTRICAL YAUL.T (E.Y) FENCE FIRE RYD~NT (EXr5T) FIRE J.tYDRANT (NEW ) GA5 (EXI5T.> FINI5J.1ED GRADE 5POT ELEVATION EXltiTING GRADE ELEVATION MANHOLE (NEW) STORM DRAIN MANI-IOLE (EXIST') SANITARY 5EWER MAN ROLE (EXISTJ 5ANITARY 5EWER CLEAN OUT (NEW) 5.S.C.0.. (EXI5 T') SANITARY MAN~LE (EXI5T.> 5TORM DRAIN MANI-IOLE(EXIST.> TELEPl-IONE RISER WATER METER BOX (EXI5T) WATER METER'BOX# (NEW) WATER VALvE (NEW) WATER vALvE (EXI5T.> 5tREET LIGJ.1T (EXI5T.> 7 (j) if>. Z o <:0 ). ~ 6 ~ ~l+i W~~ .'~~,~ 9 - - e fa.i' d ~ % ~ ~~I ~l:: -~ get>, -~. .1 jz ~~ c ~o ~i . & . 5 AREA DRAIN 6ACKFLOW PREVENTER CLEAN OUT STORM D~rN, X" ~ (EXI5T) ED~EOF PAvEMENT EXl5TIN6 FIRE HYDRANT GA5 METER GATE VALVE LINEAR FEET LEFT . METER. BOX MAN J.10LE PUBLIC UTILITY EASEMENT RIGJ.1T. . eLOPE E:x15T.xll41 SANITARY 5ewER EXI~1T.x"4> PREbetJRE5A1NIT A~Y 5EWEf'?' 5T~H DRAIN eAN. 5EW.. #"5ANrTARY SEWER 5ERVICE WI C.O. STANDARD SAN.. 5EWER MAIN X" ~ (EXIST') TEMPORARY TOP FACE CURB TRAFFIC LID Exr5TING UTILITY POLE VALVE BOX WATER LINE WATER METER WATER 5ERYICE LINE, CORP. 5TOP, ANGLE5TOP. ~ M..6.. SEE DETAIL 408 WATER MAIN X" 41 (EX I 5TJ WATER VALVE _ J ~3 -~1 ~ rJ o . 1 ... ""1 > ~~ n -"'1 I~ ~~ n "'''''1 rf) o rl o ~ rJ ( J ........ ~ jj.:. td ""') ~ 0- DATE W -1 t- t- t- ill ill :t en 2 F NA~ SITE OCT e janner: 3/2/09 DESIGNER RL.C. CHECKED8Y RD.R FILE NO. I 182CELDWG PROJECT NO. 1...182 1 D E F G H .... CE 1 ,- r~natS PWrJ~ 7)~2txJ9- tJ{)() /7 Kif CittuL- 1 bf 7 PUf6 K '....' '. Date Rett.(.uect: " SEP 2JL~ll)4 Final Submittai az:-. ., f A 7 ,., 6 "------------: ~~, ,~~. 5 B c o E F G H .., EX. Bue 5TOP --Ll RIYEWAY5 _><C . @ @ . o @ @ [J "=-.~~._?< cro2~ '. . /" ...)><". . ' ><: '" "- ----. :t f- ~ - 3 ~t g d) ~ ~ Xo ;r NQ ct}- ~3 ,i3 (l c ~... 81.50' . j' 32~ ~ V -----.....~81 t-(N"'''C:\J'''e.~). t 81 ~ ~ J ... '-'\." " ~~FH ~- :M OJIP , \4 \4'0 · A ',0~',7 , ". <t, "4,' L1... '" ,',j!! ...q .' '.., t I" of ,," . EX.S' ~/W - ,1" '. N OS1' E 209. /. ~ '" ' , ~ " ~' . .., ('\ " , ., ..- J . !9: I R-C.. '6FD c SF l' PUE// ~ S' PLANTER /'~ AD 1 ~ 'SI PLANTt:t-<, -v" .~ J' - ~"- -&2.81 'W. / . REMOVE EX. CUR6CUr .t DRIVEWAY, =- ' /I -...,...- -'-:' -_' 'P"""'E~DEa..Tol-----AN \.. -- "', j INeTALL 34 LF OF S'5/W, CURe 4 GUTTER' ~ ~ v ~ '" o /ACCE55 ~ ~~ / N '/ 12S.5' " ('t\ ~ '/ ~ ,t .t- ...... 20.00' L. ~ ~ 3' CONC. 51W ,"",AREA L1C1I-lT'..... j. -.r 20.0' "r- . /, / < / /~ / / / ( ') / (' {,:X,...// / <- {(' / / ~ / /.~ / / /~ - ~~~;;RIAN / ' YT~ BICYCLE I> ~ R=!;>' t~ / PARKING ACCE55A6LE RCJTE ~ " - I B / (TYP EA. UNIT) CONNEctIN~ ENT~NCE5 !Q / D5 1 ' I?~,~ 11 3 AREA L1C1I-lT_=- _.~~ :,...~._..,_,__iREA LIGI-lrm,l~ ::: ;] PROP05ED BUIL.DING ///. 't"'- . .L 14 .' ~ 9,900 5a. FT. 0 V" . ~._'~~' 15 . @ -; 81.50' t ~ :2.01 E~~eEMENT FOI~ BLDG. ENCROA(:1-4MENT x , "0 ., ,:4'~'"', "" .....4....'. , ' . "'. 4 ' 4 " . ,'4'. AD BP c.o. . '4 UP o \.__........;;. _ --;,/i"_~.-..,;...._,_..~:?'{'....~." ". ".. ,,~ .. . . ' . "14.., -<1:.14", A , 4 .. 4' '4 '4 \, '" .I, <'l ",' 01 ., oj . .d '4, ~. of , ,. .'<1 ~ ~"'o l' PU~ER. =!)'.'.,,\.r ~I(... Yt..L-t: REMOVE EX. CURf3CUT 4 DRI\'EWAY PAI~KING fNSTA1.L 39LF OF 5>1 5/UJ, CURf~ 4: GUTtER (2 &PACE5) ....,. '" "'.., .- . ., , .:,-:',~ ,~.: A ' 4 I .I I . ! .. 3 ".'" ~~J' 2 CJ) 0 0 ("\J 0 """ .,.... ("T") 6i 0 -..:::r .,.... 0- W (f) C 0 :E: 01 1 3:: -0 en c W I ("\J 00 .,.... I-i ......... (!) 3: Cl "./ ("\J 00 .,.... t-l "./ A B 00 0 0 ("\J "./ (J) ..j...J u w 0 '- a. "./ ~ g J~ IJL~" (~ , D.:..J or --...-: ---iL..~ 'tJaJJi; L-iL ~. II ':... J I U I.,. rL..I7 II., .JD.... ] .. a . ~ ~~ ii[.t. -=-.t.~~:~b 1[i,O:, ~l7!:r-!.- ." "- .. . · ~ . ~ .....!IlL-. ~ .!! ..!J C; srJI Ii ~ cd .._W. t .lLllf~.. ~d I , I--S' L I liT. . eJ l' '."k uJ l -- ~ r '!! · "AI . , ." W',' ~r-r- ,/ ..JI. I. 'I Ii ~ ~ J 1i(~/,=1''LJ VI: it ~.>>' or. . i ::l , J j 1 J J. If J. '. . , . fLm. ".~.-!. ,.J,J'~ , I ~j{~~-L~~n1lA~ r~= ~ ." ~ .., - 2' 'CON5TF~UC.rIC'N SETBACK ~ ~ - -IN5'rALL 4~1 CJ.4AIN LINK FENCE ON' 2' COI~C. CL.IR6 -j. Q !Q ~ c:: ,~ €t"x" 5"x"i"O 2 -"AREA LIGJ.1-r 3 3 ~ o ~ o 4 - Q.. J. d) en ~ ~ 50.() ~ L~ TE'f1P. TFC T.L. UP V.6. W/L W/M W.S.. .,t 48.291 : i~ TIRE STOP A5 INDIC.ATED --1:' - - I~.~,,,,,,,.I,,_,......,, I NeT ALL 41 CJ.1AIN LINK FENCE ON 2' CONC. CURe 19.00' _ r . t 6 26.31 " ,,-- ,., =-J,r .n---r ~- J -==- 16 19.00' i .r,~ -. ~ I 11 i - OWNER: KIT 4KARENCHAN ADORE5$: 1615 MAIN sr. 5PRINGFIELD, OR MAP: 11-03-36-31 LOT: 1401 W"x" W.\!. 26.31 1 AREA LI~1-4T - . 48.19' '/ 110.001 .v / ~ , . " IN5tALL TIRE 5TOP ~ EA. STALL TYP. ~ 8 / /" Gl':I ~. f!\6 AREA LIGJ.1T LOADIN~ ZONE 20 i ----' - 21 ............ \E) 18 @ 19 - IN5TALL 4' CJ.1AIN LIN~~ FENCE ON :2' CONe. CUI~ COLD FORMED STEEL TRAe'" ENCL05URE eLOPE CONCO' FLOOR 10 TO DRAIN ,0 ............. ~ v 9 ~ ;:; N EXI5TING BLANKET EA5EMENT t..P~OPO~_ REDUCING TO 14' '&1 EXl5 TING 55 -..i .~ ..... EX. 10' 55 EASEMENT - IN5TALL 4 CJ.1AIN LINI< FENCE WI PYC SLA T5 ON 2' CONC. CURB - N 89051'0911 E 209.0' NOTE5 AREA OF 5ITE: 31,251 5Q. FT. (0.11 ac) EXISTING IMPERYIOU5 AREA: 22804 5Q. FT. (13%) PROP05ED IMPERYIOU5 AREA: 28261 eQ. FT. (90%) PROP05ED U5E: WARE"'OUSE COMMERCIAL 5ALE5 PROPOSED euILDIN~ AREA: 11,000 sa. FT. REQUIRED PARKING: 1/600 5Q. FT. REQUIRED NO. OF 5PACE5: 19 DESIGN NO. OF SPACE5: 20 AUTO, 4 MOTORCYCLE PAVED PARKING AREA: 1&,110 5a. FT. (SO%) BICYCLE PARKIN~: 2 5J.10RT TERM, 6 LONG TERM (REQUIRED: 1 PER 3000 sa. FT) AREA LI~J.4rING: LITHONIA TWp...100e...120. 14,..... 13' IN5TALL 4' CI4AIN LINK FENCE @ 3 51DE5 OF LOT. INSTALL PVC eLATS AT REAR FENCE. AD J: .~f? LF TReNCH DRAIN AD 2: NDe 12>d2 CA tCI-i eAeIN WI 1211 ~UMP LANDOCAPE AREA: 2442 50. FT. ALL UTILITfES51-4ALL 6E UNDERC-iROUND TRAFFIC C:IRCULATIOl'l eEE TRAFFIC c::IUCULATION PLAN FIRE TRUCK TURN AROUND 15 T~rPICAL ORE:GON FIRE CC'DE H~~MME~~I-IEAD TURN AROUND A~; IS5J.1OUJN AT I:NlRANCE. T1-418 PLACES ALL P<JRTIONS OF THE E~UILDING LE~;5 T1-4AN ISel' FF~OM FIRE AF'P AR,t~ rue FJO I NT. (OFC 503.1.1.> V'ICI~r MAt;. c o I:. F G H \.J K ," 'G .. ':) l_ 1_ . -.-- ,-- '... I I ti> z o ~ >- ~ , '~ 6 ~~tR O')pl ~~ ~ ~ 9 - - e ;~~ ii~ ~~~ ~M~ ~~I :4% z% ~~ I~ I . 5 AREA DRAIN 6ACKFLOW PREVENlER CLEAN OUT STORM DRAIN, XII 4> (EXI5r) EDGEOFPAYEMEN1' EXI5TING FIRE. 4-lYDRANl GA5 METER GATE YALYE LINEAR FEET LEFT METER BOX MAN J..IOLE PU6LIC UTILITY EA5f:MENT RIGI4T SLOPE EXleT. x". SANT ARY SEWER EXI5T. x".PRES5URE 5ANrrARY SEWER STO~M DRAIN SAN. SEUJ. tll"5ANITARyeEWER5ERv"CE WI C.O~ STANDARD eAN. 8EUJER- HAINX' f (E><IST.) TEMPORARY .TOP FACE CUFS TRAFFIC LID EXISTINC1=. UTILI TY pelLE vAL YE E30X WATER LINE WATER METER WATER 5ERVICE LINE, COf~P. STOP, ANGLE 5TOP! M.B.. 5EE l)ETAIL 408 WATER MAIN X". (EXI5T.> WATER VALYE 61TE FINAL OCT 8 2009 1/16/09 DE51GNER R.L.C. CHECKED BY R.D.R.. FI_E NO, n181~~.,dtf6 Pf<OJECT NO. CE 2 .J K l \. 7 4 m o o ("\J to LO .,.... In .,.... ..... LO ..... 0- W en -0 W 3: en 3:: -0 en c: ~ C\.J 00 .,.... 1-1 ......... (!) 3: Cl ......... ("\J 00 .,.... 1-1 ......... 00 o o ("\J "./ (J) ..j...J U W o c... 0.. ......... ~ ~...,. 6 ~ 5 3 2 1 \ ~ \ ! ~ 2 .. ~, A ~ .., "...;.t.l'1 C.., A . , ~, '.',~, .....' , ,~ 1= !~ ~I 11 EX 55MJ.1 TE=469..15 ~ ..:>< B ~.. 4" ',,' , A. ..: 5.00' c o E F G .-- i I . .. ---><- I~ H :>-<:.., - ',,'.'" " . . ....'. . . "....".. .... .. .. .===-.!:- 't.==:_ i G I~;'..f /" 11'."- . @) @ . o @ @ [J - _AlltWIP&I). @ TFC 410.32 rFC 410.32\ ,-, ,;c I\. ,~ ." '..., '" '/I. " ' . ~ A NEW 32' CURB CUT TFC 410.61 TFC 410.11 \.,/ /. TFC, 410.61 , ,/ TFC 410.11 /~ ew 410.S~.~, : jJ"" 4,' J1 ,:4" . ,:'tl '1 SW 410..S6 U '~:' 4BW. Alq.28 . ~4'~.5€r" <.1 4 >oj TFC 410.68 L'-/'TFC 410.68 '..::r:"'I--:_'" 11"'-1'-;-:--",.". '-;v- :' , BW 410.:>6 . "'t< 6W 410.108 4/ 611 41().:'o, <1.'4 , .4" 4. d }/ 4' '. ' 0 ...;... '.A.llJ l, .. 4 I"~\\ 411.12,4 14~.) 4;11.S6 I ~ / //": X L,_.. BW 410.48 D .,' 6W 410.48." \1".' E'" X 1:..' d/W" "'4/1."" ~ ~,' ., , ~ "" DC A . '.;' '" I!o.: "4 '<l .' <:i '" '" ., 410..46 " 410.56 I ~10.12 I AD 1, 35 LF TRENCJ.4 DRAIN 411.14 411.91 l411.eo 412.0~ / , 11o.s~'y/ 410.99 "., ~MAXIl'"IUM 2% 410.83 '" CR05~; SLOf;:)E a WAL.KWAY S' PLANTER 'INSTALL I~REA DR,AIN AD2 TE=469.14 "'(" ~~L IE=468.59 J.. . 21 CON5TRucrlON e.ETBACK I . / ~ 411.12. \ 411.56'" '" 411.91 / 46910 / 412.03 , 1/ ." 1/ !.... 69.64!5UJALE '-..../ \\.:.._--)1 410.60 \ Q '" ~'--.. 410~ iD 410.48 \.IN5TALL 5 EA 2..1/2"4> PVC PIPES THRU CURe @ 6" OC /: 'c- 410.01 .. . '--~\ ~~, V.EGETATED 5LUALE 5WALE \ 4(:)~.9~1' TOE OF SLOPE: 410.8~ r:=- _ -7 .~L..9FE 1;) O.Oc)5'1' A/C -~~ . I~ .. BOTT = 1;..0' WIDE 'INStALL ......// 411.23/ 9 411.88 511?ESL ~PE5I:,~1 5 EA 2..1/2"cP !n LENGTI-i - 63.v' PVC PIPE5 Tl-iRU CUF~ 1:V 6" OC VEGETATED 5WALE TOE OF eLOPE eLOPE 'fi) O.OOS'l SOTT = 5.0' WIDE SIDE eLOPES 3:1 LENGTJ.1 == 63.&' NOTE: VEGETATED 5WALE 5l-iALL BE eCARIFIED AND 8 ROTOTILLED PRIOR ~ TO PLANTING 0 o <f) ., 1.-.., 3 3 L - ,. B o o c:n411~3:L . .. ~___J"'."'.'ll ," 11",,"1 ""''''. _",," II.'''''.'''' ..~""'.."I' U 410.11 ~ \ u> . = U) \tRg ~~ I, ~ ~u 8- -~ ~~. /' t)~ 410.66 z:> Ale PAVING d :z .. (3 ..... (~ .. 8 ;~ d 11.. l'i:l 0""-' 11..~. .-1 u... +- ()~ ~~ ~ :j).. .~~ i'- _ tf) -<t ;~ > A/C PAViNG PROP05ED BUIl.DI1\!(1 FIN. F1- 1=1 ev.= 412..11 . \ \ 411.06 A 41L15' e,~ALE: JI':2()' 17 · ....... iJ () 20 ~)O OWNER: t:'IT 4 J~REN CHAt~ AD[:)RE5e: 131& MAIN 5T# bPF~rNurrt:LD, CR MAf;): 11-()3~:36..31 LOT = -:401 .' - : ~~ , -. 1 "'" --_.... ,-, --=-L- ~ 410.99 -- ~ --....-_ iii...""",,,.,, ,,,' .. J, ,,,..,,....,,, 411.56 I /- ,,~. 411.2" r- .. - _. . -- , c - w 412.00 410.11 /410.11 u'\ 412.0:3 410.55'" E><. 55Ml4 E><. TE=410.l9 NE:W TE=411.46 411.02 411.19 ~ \ 412.03 411.31 . ---.. '\ (~~-, , "- ... ""\l - .. .:-- E>:~ 55MH @........- (. E><. fE=410.l4 NE:WTE=.411.5S 4'--^- -----r . \ ",411.6~L 41L53 -r- IN5tALL 84.S LF OF 36" CONC. VALLEY GUTTER 121 0.009'1' INe,TALL .84.5 LF OF .36", GONC. VALLEY OOTTER 13) <::>.00&' /' . 411.34 ^ 411..18 N 89051'0911 E 209.0' NOTE5 AD 1 :;1 LF I:)F fR:=NCJ.1 DRAI" AD 2 ND5 12x12 CATCJ.4 BA51N WI 1211 5UMF) TOTAL E:XCAVATION: 260 YD5 TOTAL FILL: 1000 YDe, (.~ 12" tw'IIN. lv2' MINU5 CRU;j.~J.1ED A.G~REGATE:: \". ' .ti" C:LA,3S 6 ,6./C PAVING: X f )LACED IN 2 LIFT8 \\ S";<5" TRENCH DRAlt l~ ,'\ \ 4" 4" '\ \ \ ~.' " ,L- .' ' _. _\_~ -- ;d--~ 'J. p >:' ',,\,.: .,...':, :'...'.' " '~" ...., ~ 4 ~ 2% MAX. CF~055 5LOPE @ 5/LU 8" CONCa APPt~OAC~-l U.V #4 ElAR8 11) 12" ()/C E.W. 2" FROM EOTTOl1 <ni{) W<'i ~~ >0 -- -- ,-,------ 4 4 .q I :4 .cl h A;~, <J .4 41 <1 41 L,_ '" -:-- . . '1 ~~--.; }~r { 'fJ;, <J Ll -- ,....... <f .- ., .~. ,.1 --.- -- <f -' ~ /1IN. 2" COMf;:)ACTED CRUSt-JED ROCf: , Z> : 4 .- """"- ", ....".--...:.-- , ",' ~--- . --~~--... _....::: ' -q 4 .q ;;I 'l.t .. . . ~ l><J J -0 I .... ~ ~~ ~ f'k.> ..... ):( :' AD SP c.o. Dllxll E.O.F'. EX. F.I-iO' CiM G.V. L.F.. LT t-'1.B. t'1.J.1~ F'UE RT 5= $"x" e:;x"p $..D~ 5.5. ~35 I 5RV. STD. 5"x" J K '-G....... '~ '.- ._, ..,-'.__ . - ".1 ' c AREA DRAIN (NEW) AREA LIGI-JT CATCJ.1BAeIN (NEW) CATCH SASIN (EXI5T.) DRAINAUE DIRECTION DOuJN5POUt (NEW) ELECTRICAL VAULT (f:.V'> t=ENCE FIRE J.4YDRANt (EXI5r..> t=IR5'~Y~NT (NE:WJ . GA5 (EX I 5T") FINfSJ.1ED GRADE 5POT ELEVA,TIC>N EXISTING GRADE ELEVATI C>N t~ANJ.iOLE(NeW) , 5TORM DRAIN t1ANJ.10LE(EXle,T.> 5ANITARY 5EWERMANl-iOLE: (EXlbT.> SANITARY SEWER CLEAN OUT (NEW) 5.5.C.O.. (EXIST) SANITARY MANHOLE (EXleT) 5TORM DRAIN MANHOLE (E,XI5TJ TELEPI40NE RI5ER WAtER MeTER BOX (EXI5T) WATER METER BOX, (NEW) WATER VALvE (NEW) WArER YALvE(EXI5T.> 5T~ET LIGHT (EXIST) M~ I I>> ~~'~ ~ID ~.~! 9 - - i9 ~i~ ii~ ~.~~ ~cii\ j!~ ~~l!! ~ Z () (f) :> ~ AREA DRAIN 6ACKFLOW PREVENTER CLEAN OUT 8TORMDRAIN, X'" (EXler.> EDGE OF PAVEMENT EXI5TING FIRE HYDRANT ~Ae MEtER GATE vALVE LINEAR FEET LEFT METER e,ox MAN I4Ol.E PUBLIC UTIL.IT"r' EA5E:MENT RIGJ.4t 5LOPE EXI5T. xll(P'5ANITARY 5EWER EXIST. Xllc~ PRE~:,eURE5ANI"ARY ~3EUJER 5TORM C>RAIN 5AN. eEW. _" 5ANIT~~RY SEWER 5ERVICE WI C.O. STANDARD 5AN. 5EUJER MAIN X" f (E)(15-rJ TEt1PORARY TOP FACE CURS TRAFFIC LID EXISTING UtiLITY POLE VALvE BOX W,t\ TER L.INE . W,t,TER METER . W~\TeF< e)ERYIC~E- LINI:i CC::>P...F. 5r;>p, AHGLE ~,TOP4 M.B...5EE [)ET All.. 408 W,~TER l1AINX" 4> (EXI5T./ W/~TeR. 'VALVE::. E---t ~ ~ ~ ~ C) .....:I -~l :>- --rl ~ ~ ~ [ I t t I, t o ~ -"'1 ~ ~ (4 --rl rJ) o rJ o P4 ~ t [ t ~ 3 '4. I~ 1'4 @ 12.-...." I -.....~_........ 5% _ ". 5~ t ,4 ., 4 '" <l ..' 4) .. '" 4 ~ .... .. . .,' "' ;J~,l .L " , "4 4 4 4 "-I~ "-14 0 91/2.- 1:) '" .,~ '.... 1811 ..... ....... 6" 3bll l '1_ f~3~4: R . · . "'-SEE NOTE 7 ..... - --.; UJ -l i- i= t:- U Y:! o a:: Q.. D,t~TE - .u .u :I (f) -er2 ~ .. &" -' - - 1/16/09 DE;5IGNER. R.L.Cp C~,.ECKED BY R.D.R. FILE NO. "I 182..ENG.DWG PF ~OJECT .NO. SYMMt: .tiICAL V TYPE Ql1. I cB HPTES: 1. d* = 1 ,ICI<NE~ S OF A')PHALT PAVING. . 2. THECCNCRETE SHALL 3E ,GLA~ S 3300 3, THE TorAL WID'"r,t OF"1HE I~ON-SYMMErRICAL 'v" GUTlER MAY BE REDUCED TO 31) WHEt I CONSl RUCTIO~, WITH PCURB- EXTRUS:ON. MACHIN ~. 4. CONSTFUCT6n BE~~CH MONOLlTHICALL'r' WITH V\LLEY G:.JTTER 10 EXTEND UN)ER PAVING F"OR Pi.YEMENI SUPPO:~T. 5, WHEN HENCH n NOT J.'EQUIRE!>, CONSTRUCT 1" BATTE ~ ON VERTIC,i, L FACE. 6 PLACE::lREMOL)ED FIllER AGAINST VEf~TICAL F~CE G.~TT,....ER.:..:.ABU~S: ,CO~.C" RE.TE..... .,;,~ "'.,' ...;;....'.. ". 'C,,;~, .;-<c co........'.::..:,. .' ..,.... ; ,eO~lS'Ff ucf ell )( d* 61~P~E:SS[ OB!NC~"WHe:~ ~ VALLE: ( ABLTS .\SPHAL1 PAVEM :NT. 5EELAND5CAPE PLAN FOReWAL.! 'Pt..ANTJNG$e ~Yf:) C::,A_ 5E:C-- Q\. "'Q) E.\.--~"( N..5. VE~ETA TED 5WALE SCALE: 1"=2' A 8 c D [ 1- G H 5 ~ j ~ ~ Z ~ Q ~ ~ ~ 3 2 OC1 8,009 p,anner:cJ1L CE :; J ~ I . d Date Receive .: K { -~ ~ 30':1 ~S ;:. (~; SEP 2 4 2009 Final Submittal J0/ 7 6 5 ,~ 4 3 2 A B c D E F G H CJ) 0 0 ("\J LO 0 ~ ("\J ~ .,.... 1O .,.... 0- W en -0 W 3: en 1 3:: "0 c:n c ~ ("\J co ...... 1--1 "./ (!) 3: a "./ ("\J 00 .,.... 1-1 "./ A B C [) E 00 F 0 0 ("\J /'" (J) ..j...J u w 0 '- 0.. "./ ~ - i s CO .. --L-~~ @ ! . , .. EX 5DM1-4 TE=410.63 IE=4b1.84 @ Q, EX. CB ~ TE=~69.96 '. EX. 3/4" WM , '. .. IE=461., , ..."..--. EX. P..P. WI ST. LIGJ.4T IEUIN):461.86/ n~ . . ,.' . \.'.. , ,~ '. ' '. .. ,:' "'.,',' " .. EX. El <11181W. . ' .. .:1" ' <( 4., 4('" '" - _AI. .1JL1I. CI IN5TALL POWER CONDUIT COORDINATE elZE 4 LOC'N .. rEX. POW. ER POLE UJI OOB ~/> .WI 5T. LIGJ.1T . /~.5'~IW..'\l · "',, ^ '4 , . of -.,./'0' \~x~ ~)~t::/EJ" ~'~~~i~~"~~f,Jb~"~~~'~ ~/1' PUE ~~\ ~i-INer.A. LL.. .AREA DRAIN ,l\D2 " " WI 6)(4 UJYE 4 2-450 B'ND5 I TE=469.15 \ ' 159 LF OF 6" PYC eD 1i) 0.005'1' "" 3" PYC ,/): IE;:468.59 ~.L . CDF. BACKFILL. 1i) DRIYEWAY ,/ - POWER . ~ . ~ - PROP05ED ~+....... 36 LF 811 PVC 5D 1- CONDUIT (r ~ \ @ 0.006'1' /112 LF ~l PVC ( 14'55EAeEMENT 6" rRUE WYE~,,>'\ \", , " , "," !. 5D 1i) 1'006't ~ ~- -- ,2' \. ~ '~~IN$rALL l;'ELEC. CON::>UIT ro IRRi6ATiON~ . ~.) VEGErArEg.~~E. "~6X8 REDUCER 14 LF 611 PVI~---- ====- NC)TE: ~5CARIFY 4 14 LF 611 PVC' F ~ AI J dD ~ 0,..-v)J!.1 R<::>TOTILL elVALE ~D 1i) 0.006'1' ROOF DRAINA<::IE ROO. D...... Nl'<::IE OJ'" .....~... / PRIOR ro PLANTINcE! . ~ 29.8' D5 :-. ",-_.- ~ _ ~ , f, _' -,." C>5 29.8' ~ _ ~ L , ,.,,,._ ,.", _" ,...,_. "'",, ",.,,;. ,,,,,.w . " j.".. _-^__...". '''/ ' , ~e+~'ti=F1:;;trD PROPOSED BUtLD'NG1 1.E.=4E..8.51 FIN. FL. ELE (.=412.02 .., ,.:::, , ~ '4~ .. ~'4: I , , " I ,I,,, I .,,1 ", I II I, I I , I 15 LF 10" pvc 5D i2) 0.004 'I' -' .".., 8xl0" WYE 4 6xl0 -- REDUCER, IE=461.92 INSTALL AREA DRAIN AD2 TE=469.38 IE=468.22 veEsETA TED 5UJALE SLOPE @ O.ooS'I' NOTE: SCARIFY 4 ROTOTILL 5WALE PRIOR TO PLANTING _. ~ tt: ~ S"xll o"x'*p S.D. 5.5. ;3S 15Rv, INeT ALL 4" co - WI TRAFFIC LID' I.E.::468.S3 .... '- IN5TALL-' - 4x4 ~ COMBO Q IE=468.41 '~ n INST ALL:~ : 4x4 8 cOMeo , >- IE=468.41 ~ ~'- ;t o..~ > ~Q LL. 0 ...J ~(e ~:B ~ --- SCALE: 1"=20. STD. 5"XII t -..1- - ~ TEMP. TFC TL UP V.B. , W/L W/M w.e~ 40 'J be! -1 ..."" I ,_""" !' '" '" $ OWNER: KI1 4 KAREN CI-IAN AODRES5: 1815 MAIN 5'J".. 5PRINeFIELD, OR MAp: 11...03 '36"'31 LOT: 1401 W"x" W.Y. -- - ... l: -iDS I o-gr;J GM M6 INSTALL 84.& LF OF 36" CONe. VALLEY GUTTER @ 0.009'1' ~ @}-.:' - -- PRO,=-05E[) 141 .5!~ EA5EMENT - -L-, _ ....J _ @ .55 '~I .55 / IN5T ALL 8x4' 5ADDLE J IE=465.01 (VERIFY) NOTES 6& - / IN5T ALL 8x4 SADDLE .d IE=465..53 (VERIFY) EXIS'tING BLANKET S5 EA5El1ENT APPROXIMATEL'l' 90' LJIDE T.a 6E ABANDONED IN FAVOR OF 14' OVEF~ EX. 5AN. 5eWER ..... 55- .-. - ..... \' ~ 10' 55 EAeEl'lENr "" ,"1'1, ... AD1: 3& LF.. TRENCJ.1 'DRAIN AD2: NOS 12x12 CATCH BA51N WI 12" euMP IN5TALL BIO-BAGS @ YE~ETATED WALE CATCJ.4 BA51N5 UNTIL WALE 15 FULLY FUNClIONAL. 1 ...- G H 1..1 K -. ~ - /"1...' --. r-\ ,,~=~:~ XLJ AREA DRAIN (NEW) Af<EA LI51-1T CAtCH f3AOIN (NEW)' (~~Tc:.~E?A5IN (EXI5TJ DRAINAGE DIRECTION DOWNSPOUT (NEW) SLECTRICALV AULT (E.Y) FENCE FIREH-YDRANT (EXler) FIRE J.1YDRANT (NEW) , GA5 (EXleT.> FINJ5J.4ED GRADE 5POT ELE:VJ"TIC:>N EXI5TING GRADE ELEYATI()N MANI-IOLE (NEW) STORM DRAIN MANHOLE (EXle,TJ SANITARY 5EWER MANJ.10U:: (E:Xf~JT.J 5ANllARY 5EWER CLEAN OdT (NE JJ) 5.5.C.O. (EXIST'> 5ANITARY MANJ.1OLE (EXI8i.) 5TORMDRAIN ,MANI-IOLE (E:><le,T.J TELEPHONE RI.5ER WATER METER BOX (EXIST) WATER METt:.f< eoxt (NEW) WATER vALvE (NEW) WATER VALvE (EXler) 5TREETLIGJ.4T (EX~5T'> 6 ~~Ia ~(T)'7 i~ i ~ - i9 ~I~ ;!~ ~i~ ~cf)~ j.....!~ ~~~ 5 AREA ,DRAIN BACKFt..OW FRevENTER CLeAN OUT eTORftDRAIN, XII . '. n::X)5T.) EDGE OF PAveMENT EXI5flNCi FIRE ....YDRANi GsAe METER GsA TE vALvE LINEAR FEET LJ::FT METER BOX MAN t-IOLE , PUBLIC. UTILITY EAeEMENT RIGJ.4T 5Lope EXI5T. xu. SANITARyeEWER EXler., Xli. PRE55URE 5ANITAr~Y :ID.Je~ 5TORM DRAIN SAN. eEUJ. ,,,. SANITARY eewER 5ERV! CE UJI C..O. 5T ANDARD eAN. eElut:~ MAIN X". (E: <IS'T) TE1'1PORARY TOP FACE CURB TRAFFIC LID E><:I5TIN6 UTILITY POLE y,l,LvE BOX WATER LINE WATER t1ETER W;L~tER 6ERvrC;E LINE, COl~P. sr::>P{ ANGLE.STOP .! M.B., 5EE 1 )ElAIL 4<)8 W~~TER MAIN X". (f:XI5T. I Wi~Tt::.r< VALVE': __ I ~ .,1 ~ 0, o I,' ~jl :> ~ n Z --rl ~ ~ ~ __ J o I, 1 n .-rl UJ C) r, <:) ~ O-t 1 I 1 ~ ~ u ~ ~ 0- D,=\TE F~NAl SITE PLAN OCT 8 2009 P 'anner: L.i?Z 1/16/09 DLSIGNER RL.C, CttEGKED BY R.D.R. FI._E NO, I 182..ENu.DWG Pf ~OJEGr NO. 1 Planner: _~____~ CE4 or ,.IIl. J K &~ at 1 !Xjes Date Received: , SEP 242009 Final SUbmittalilr- q i A B c D E F G H d K -. .- , .. " 7 '_1.'''_:.:-'-'><' ) ~ S tII: I IiII ti> z o (f) 6 6 '~~ :>< -j --. :><- , . ~- '-..: . . '." .. ',.,. ,,,, ~/><(~ ,~X , ..., - -..,~, ''><:' ."" ~ :><:: ~::) :--.~" ,~ 1:. , '" '4 4 'it. .., <I' '4''''~~' .'-4 ~ " '._~~:---...~" ~, ..4,,' '. '\ . \ I~ I D 5 -.&am II'. . , @, @ 4 I III ! .. fi] I NeT ALL 51GNAUE 3 Q " i5 .' L ?<~~,~. \ .'-~f~. :1:~rRIANG~~ X_._ , 9 " , ., '11 ,l 0 EX. 5' 5/W '~.,'. ~l' '.,'.. ',' N 8905; E209.0' / ~ '. / ~ .." '" 1\ A" ~. S' PLANrE0''''~ ~. ~ '..;~ (LS' PLANrER ~_ ~ 5TO, P BAR 18 ~ / ' , 41' R1~. / / ," / ~ ' ' " ~. ! .. . 48.5', "I . " , ~ 3// (<~//t~ / ~/~< < / /(/ ((~///{~ / / / / .- ~ '1 /~ ! ,- .. /! !- ~ ~."_",,, '''' l,,,,,,.,,,..,,,,; ",,'" "..",,,,,",,,.,,,,..,,.,,,,,,,,.,,,,,,,.,,.,,,,,,,,,..__,, ,/ ,/ ~I. =- ' I"- ~" ., '''. ' .cJ "</'<1 .. ,'II 5 ., <l" ,t'G .. /0 . o ' c r <- ~ ~.~ ~, % X&2: <: " E~IKE PARKING I 1 ] ~ ~ .' ~ 3 B '- Q . 0' ~ . / ~/ ~)~..." . ' , a.t1 . 1 - "'J . - B <5 b / (}to , \ d) ~W/0~~~"-- ~ . INstALL 51~NAGE 5CALE= lll=20. ..... e!~ :~l r ,,0 20 . W""J ' 40 . 60 .._""",__1., "."",......."jll.. ".-.....--..~-.....,._,~........"'" ""."""",""",,,.,, ....",."......, II' ....... - r""-' , .,,,,, ",'" ....".,.,. ..".. , 'I A" j / / / a . " r.;7 / I . IN5rALL 4" 5rEEL PIPE ~ /~'" GUARD, CONe. FILLED ...IL. 7t'\ '11111f " -...'- . . i OWNER=KIT 4 KAREN CJ.1AN ADDRES5: 1815 MAIN sr. 5PRINGFIELD, OR MAt=>:, 11~0.3~36~31 LOT: "1401 -- .. " -- /,'%A'/// ///~/ ?//LOADIN<~ ZONE// /~ Q ,//,(../(/// //,.L ..r=::a.. @ ,..... ... .# @ 4" 5CJ..IED. 40-' 5TEEL PIPE CONe. FILLED ~ ,,. ... \ ~, I... ,- N 89051'09" E 203.0' FIN. GRADE ~ 2 NOlE5 ALL LINE5 5J.1AL.L BE 4" WIDE ~ .- ....... .. - . .. .. -;-.:: t.~. .,;.,: ..-- . :. ,.. .', .~~.: . :.~;:.. ~:\..?'- ;' :'.. ". ;. . :'~., ~ ;,i" t..... "'. C,' :.-;, ,. t .. . ,. ,- rI .... I ..' .,~ ... "411, #.. -:-"I"- ,.. :. l.-J: ~.. :,1'.. :""-;"J' 1+. .,. ~,-............ :' 1..". lit ~ i" CJ) 0 0 ("\J 00 ("\J Cd (T) 0 .,.... r- .,.... 0- W en ::3 .s::::. I- en 1 3: -0 c::n c: w I C"\.J 00 .,.... I-l ......... (!) 3: Cl ......... ("\J 00 .,.... I-l ......... A 8 C 0 E .-- 00 - G 0 0 ("\J "./ (J) ..j...J u w , ..... 0 c- o.. "./ ?'t ~ CONC. FILL F!NAL 8'T:. PLAN OCT 8 2009 . Panner:, t!L-~ lEY' 0..... -::,_ ::::> ~.- C1~,A~D :9E:--',L\ PF~OJEC't NO, N ('I .,).. 1..18:2 1 Planner: __,___ CE 5 m .... I \..1 ilL! H K Date Received: SEP 2 ~ 2009 5 ~ - pOOp:) Final Submittal ~7, II'I>~ A B c D E F G H J K -- .... 7 6 i I .. I, ~ ; 'I ~..- m:.. _'l'_','.~'r...r-,"'i'. ~..\., 1.ID ~ .",C (f.t. ' 4, ., , '.'." : r 15""- .NMIN/f- j)~~!l_r::1 c-,lf-<,_~_p~~(,?qD / <!.~I+e.:r 'NA-N'i>11V14 sf~c/IV~'" 3t:1J @ I :lit/t:~r~~~~;:;ft7;~ '\M (J44L) , ;1; ? -:':::~:~!ff~~ " ?:~~ ~:~/l3wJ [/~) ~.'.:...:.lO~It.:~-:.....;-:-..']:lI:lI:If", "", , '" -, ,,, :::::::=-F"', , , "\ =- \ 'JJ " " ,) r: \ II ",;; " . " . ".; · ., ' . _ , ' .. , ' " ,. .' .. ,^" " ... ' . ,n .. '> ' ' , .,' : '" .. ~, ~"'''' ~, . "':.' , '.. . . .: , , . . . .' . ." "'...< ~ ~. ': '.: ..., ".~ ' ,d' ':...... ..' .:.,,' ,41 ",'''' :',', "~,,""",",, "~"~"".'''', ",\." . ~_ "~~..: '\.: f",:c0'.~. " '::::::<' .. /., ",..., , ., .' ."'. . ',' '. .... .. "'. .. ~ ~~ ~~ .~ ~""...,--: \ -' ,. ;-.~ ' . /' ~~. fI-{NNIc.lf.;.tNNl~ Sf~ Il.." ~" . I I '\ !!fit N 81/Zi> G Sf N obUiAe- '5fj2/~/i.ll:le C.oN~ . -.am 8'1'. 5 4 I ! . r I .. j ~ft,t.f4._ ~l~/N~!~~J;;._iJai..) I:~ II j/ ,0 I v, / .9~ TI#-n~.<'~:.ufJ~,~}_....._._ ./ ,', /. Nt.W -:;:E.A--/.A.IVO ~I:;.., Sr7(j<:J~' .s~~JJ,,'1 n I 1.-- -~ I J - /k.U C.fi<::-/NAT"4.1-1 V IN" 1J.APl.tF " /-l- ~K2NtAJ. S~~C"A~~~~f!:.'&~JI__/3(.~I..) r:- EL SEy 1>()t:w~tI{>~l;+c.i1z.t.I J' 1 FINAL S:TE P N 8 ~ .~ t J t I J CD ~ -""1 -~ M -'J J ~ '~ - () t) I 1 r:n. 3 r71 ~ r::1 ~ """1 =...t j r:n. ... ! I 0 ~ -'J () ~ rJ .:.:- ~ -') () 0:. (L DATE S -- ') ,~~t:} e; DESIGNER 91LL 6~ I" CI-iECKED BY FILE NO. PROJECT NO, 1 - f"l-....".'" "'.-..,.'...'"""',,.."..,'''....'... ., ~ '\ '1-C~r1(7"~$7A~ltt (/6uJ , ~WJ ?.e/;fA.,J) ~ 6t.-si'~';'E sf'4;';;i:~JJ 5CALE= ~J1=201 ~.J , .."i...,., ",......".. r ,...."". ..."", ."'"'''''''' 'T- 40 . 60 , ..' OWNER: KIT 4 KAREN" CHAN ADDREee: 1615 MAIN 51. 5PRINGFIELD, OR MAP: 11...03--36..31 LOT: 1401 3 -- i - .-oj i.,...... "..".."". ,~"'..... @r I .- @l d\'"' ,,--- ""'---'-.....-1-..'. -.....--...'"'''' .,.-""--." "..,---,..--. -..,.,.. --."---'.". -- - - - @j 2 -NOTES l. Bce> ~u::.~ ~~~\,..t..... ~~ C>CA.(Ue-t e~ ~ 12oTolll.-Lr:tt:> 1'~o~ -ro ~~T\~9 I") 1 i) ) ) ~ J ) i -; L5 1 A B c D E F G H J K J ) ) !, ) ) ) ) .., ) V ot 1 ~tS Date Received: ~~- SEP 2 4 2009 Final Submittal ,~)bj A l'~" 7 B c 6 '", ".-r, , 5 j , ! III ! lit 4 3 2 ~, CJ) 0 0 ("\J 00 ("\J en ("\J cD .,.... ,...... ....-1 ........ :::J -, .rl '- I.J.. en 1 3:: -0 5JI c "W I ("\J co .,.... ~ ......... (!) 3: 0 "./ ("\J 00 ....-1 ~ "./ A 00 0 0 ("\J "./ (J) 4-'J U W 0 C- o.. "./ ~ t:. " ' ' " .,' " ;,..., ~, 4 ~ ..' 4 A 'If .., ,- ~ I \ J>(t 1(>1k~ I fJb 5 '1 f3:.t..-o c A? i I III ^ ~, of, ~ '..,,' 4 '41 ., D E F \ ~ _Am ... o. " f), ItJ rtJl (l D ~[(1J 6M (1))1 CrJ}J ffttJL vAL- v f iY ~ ~S$U::.RfOU:{J.5'~~L~~..~=7' [J ., ... 4 ~ A .A AI> <II , 4 <I 'l ,,,-- -: -",,' _-, Ii e.o~~~ C6,.,1)v IT y v __ I!" ,...J ~"IIII.'.'_'I'IIII" .1.". ."11"'1 ..."",,,,,, ."". l.""" ,,,,.,,,,,,,,,, " ,....""", ,,,,,.,,..,,,,,,,,,,,.,..,,,,,, ".."'"...' """I,."""" '" ""'"''-''' """"",.",,,, ,,,,,...,,,,,,,,,,,, ," , - . . '~ ~.., ,,,,,,,.,.,,,,,,, ""..".,,) I ," I F-- J _ " """.,,,..,, ,..,,,..,,,,,,) ~lo '1 e.. <'::::> ~tP~l"2-C 'xe~\(:=qbr\(O~ c.oN1~OL- V/:;,.l.,/e. wi -P-ee~SvlZ,e 1Z...b~e. '\ ~IL-ref2-' "Y'Z.\\ b ~ p. Tl.>guJ6? tAV l 6(f" ~ ~l ~"el '2. t:> e> ~ ~~Tt1S~ r==~'2.. SH~u~ ~ z&,pu. e:.MI"TT~IZ.c;:,..o~ -rEl;t~ - VA" ~ '0 , ~,. e.. \ \b '" T lO~ 1.-(,Je:. ~ ,S1-4lW.J, ~ e. ~~ -fII' 2...c.;) ~ e'~1 '11"b.t2 T'O ~M Al-l-E!e..,. p~ '1'<> ;t U~\M6l ~~u- e56 ~o,.;) JJ~G.-reb '"To C::yrzcuJ..Jc W \ll-\- A-rt:','eD ves'O ST,A.Pl.J;t5, ,FINALS:TEPLAN B c D E F G H J , ~.,' .i' ..& \j,.4 '..; ",:4'" 4 11' </, , <1 . ..., ., <I .4 ., ., ,'l' </' 4 ' '" 4,' <I 4 ., '4 A -.( /' ~ j l, ~ 5 rI,."Jrk(' fJf>11V~ ,\ " "'-. ~l '-~ -i(t ~ C/+f ~' [ I ~ ... ~l ~ v~ ~. I J ' I 0 -<:c: [, 1 [ , J t J J -Tl t) :::> -Tl z n -.,..1 I M .. ~ 0 [ 1 n 6d ~ " J r:J) t J 0 ~ rJ 0 M rJ . 60 t"' ! OWNER: KIT 4 KARENCJ..IAN ADDRE55= 1615 MAIN ST. 5PRINCiFIELD.. OR MAP: 11-03--36-.31 LOT: 1401 L .... PROJECT NO. L5 2 G H J K ' Date ReceIved: SEP 2 ~ 2009 )1~es Final SUbmittaltl;-f - .. 1 o--? 1 DE5 uN CR .--ER-A Controlllng Code, Oregon 5tructural 5peclalty Code, 2001 ed. WInd; eo n-ph, Exp 6 (1998 osee Prov) Snow Load; 25 pef Dead Load, Actual LIve Floor Load; etorage=250 pef, offlce=50 per 5Ie&mIc 5hort Term AcceUeratfon; 5e = 0.6.39, 5tte Cla&& D Bundfng Type= 11-6 Occupancy: 5torage = SI OfflcelReetroom = 6 GE"'ERAL. NOTEe 1. 51te &haU be gaded In accordance wIth the approved, gadIng plane. Contractor &halt obtaIn a gadfng permIt prior be commencIng work 2. If the ground area to be dfeturbed exceede one acre, a 1200...C EroeIon Control Pt::R Illlt w1l1 be requIred prIor to begInnIng con&tructlon Local code& may requIre eroelon control plane for emaller areae. 3. If 60ft or expaneive clay wile c.re encountered during eite prepc.ratton, the contractor ehaU contact the engIneer before proceedIng wIth gadfng, backfill or f oundatIon formInG 4. AD fill &hall be garolc.r cruehed rock or approved contaInIng Ieee than 10% pae&fng the runber 200 aleve and &hall be, free of organIC materIal. 5. All fill and backfill &hall be compacted to 95%' of maxImum c:ry denelt9 ae determIned by AA5HTO T"'99. 6. AU &labe Includlng thtckened edge& &hall baa- on mlnlrrum 4u or cru&hed rock .3/4" or Ie&& In lea&t dlmen&Jon. 1. All utlltty Itnee &hall be lretaUed as &hown on the approved utlilty or elte plan. On efte ut1l1ttee ehaIl conr orm' to the reqUIrements or the local bu1ldlng code. orf efte ut1l1ttee &hall conform to the requlrement& of the et.at.e, local government and utility that wIU aeeutne ownershfp of the utUtty Itne. 8. Conetructton &hall meet the requfrement& or the current edftton of the Oregon 5tat.e 5tructural 5pecfalt9 Code. -3U ,-D - NuMA ....::: ~ AL.5 1. Concrete ehall be portland cement and &hall have a 28 da'.J c~mpreeeIve etrength or at lea&t 2;soo pel and &hall contaIn maxtrrum 11211 aggegate. 2. 5teel for concrete reinforcement ehall have a ~Infmum yield etrength or 40,000 pel for 14 bc.re and emal1er and a mtnfrrum yIeld etrength of 60,000 pet for 15 bc.re and larger. 3. PerImeter wall anchor bolte ehall be A301 gada, 112" X 8" wIth etandard. benc::i& and waehere. 4. InterIor wall anchore ehall be eIther; a HIL TI Qwlk 60lt II, Cabon 5teel, or approved; In" dla X .3-ln" enbedment or b. ZAMAC IINanln" by Powere Fastenere, 1/411 dta X 1-11211, 1-3/8" embedment or +~oved. 5teel ExterIor 51dlng ehall be R~ereon I-IR-4, 80 kel ~leld, 28 gage unleee noted otherwlee. 5. 6. Steel Roof 5heathl"S &hall be R~erwn I-IR-4, 80 kef yield, 26 ~ unle&&nOt~ otherwl&e~ 1. 5teel InterIor 5heathlng ehall be Ryerwn GR-5, 80 kel ~leld, 29 gage unleee noted otherwlee.. 81 Steel framIng meri?er& Including but not limIted to &wd&, column&, purlfn&,glrt& and plat.e& &hall conr '-"III to the, requlrement.& of the LIght. Gage 5teeI lnetttute r or ehape, t.htckneee, ~Teld etrength and corroeTonprot.ectton. 9. 5teel framIng menber eecttone 18 gage and thInner &hall be galvantzed and &haU conform to A5TM A-653, grade .3.3 eteel 10. Steel framtng menber eecttone 16 gage and thIcker ehaU be galvanIzed and ehaIl conform toA5TM A"'653, grade 50 steel 11. 5tee1 framIng menbere &hall conf<..tt III to ASTM A...924 galvanIZIng epeclffcatlon. 12.5teel framIng meroereehall compl~ wIth A5TM A-l003. I';'.. AU metal t.o metal &Crewe &hall be Camcar...Textron, t9PB,2 poInt un1PO"lnoted otherwl&e. 5heathlng &Crewe &hall have neoprenewa&hereO' 14. All gypeum wall board &hall be TYf:?e X unle&& noted otherwlee under "Flre Wall Aeeerollee". ' 15. 1n&Ulatton, where called ,for, &hall be ffbergla&e batt unleee noted otherwlee. 9. Eave Wall 5tudlTrack, Connectore a-e 2 EA 18/32 X III &Crewe 12) ea stud exc. at port.alpane1& u&e 2ea t8/32 X I" &Crewe at each etud euportlng 0/1-1 door Headere. 10. Corner-columne ehall be Double 35OC520 or 6OOC520 Stude and &hall be attached to platee with 4 ea 18/32 X I" &Crewe, anchor with I EA 112" X 8" Anchor Bolt In , each' plate.. II. Place all &Crewe as follow&: E~ Dletance on Plate = 5/16" End Dletance on Column/etud mInImum = S/16" C-C5pactng,tnfnlrrum = S/16" 12.Purlln& ehallbe elzed 4 connected to columna a& followe for listed epan& (CEMCO Deelgnal.lon); a 0', ,-10'5pan 600XXC18 Fy =33kel .3-112/14 5crew& Ea End b. 10.5'-12' Span 8OOXXCI8 Fy= 33 kel "" c. 12.5'... 16' Span 8OOXXCI6 , Fy= 50 kel "" d. 16..5' - 18'5pan 1000XXC16Fy = 50 kef II II e. 18.5'... 20' ,Span lOOOXC514 ,Fy = 50 kel "" f.. 20~5' - 23' Span 1200XC514 Fy == 50 kef "" 9- 2.3..5'... 2S' Span 1200XXC5200-91 Fy =50 ket '.3-112/14 5crewe Ea End h 3O'epan 1200XXC5300..91 f1J,:i: 50 kel 4...#12/145creWe EaErid No. or &Crewe' ehown are ,per purlln, per end. (I.e..uee 6 &Crewe for ,12' span at column eupportlng two purlln Bpane). ' 13. CoIumne eupportlng purlfn& &hall be back to back .350C520 or 600C520 unle&& noted otherwlee.. Faeten c011l'onente aenoted on detatleO' FOU~DAT ~ONNOTf:e l.. PerImeter anchor bolte &hall be 1/2" X 8" eet at 60" O.C. and at plate ende at eavewa1J&. 5et gat:>1e or end waif,: anchore ae called, In FramIng Note 6 below. Hlltl 1/2" X 4" Gulk 60lt II expanalon cfWlChore may be &at'ln lieu of anchorbalt.e. MaIntaIn 3" edge dtetance and .3-~/21leni?edment for Qulk Bolt lI'e.. 2. InterIor traneveree wall anchore &t'1alI be of the t~ and ronber called 'for Tn FramTng Notee 4,1 48 below .at each column eupport.l~ purltns. InterIor longitudinal waJI& &hall be anchored wIth 1/4"XI...II2" Zamac 'Natlfn" anchore (1 -3/8" bu~&at at 22" o.c. on Jnterlor longitudinal walle for &hear. 3. InetaU etandard flat waehere under aU anchor bolt nute.or heade. . 4. Grade beams 8" deep and 12" wide contatnlng ,lea 14 bare horlzontalcontlnuoue ehaU be Jnetalled below aU walle eupporung purlfne ,&pannIng 15 feet or more. 5. 5ee foundation and floor plane for lateral load wall hold...down locations and typee In detached office andlor reeldence where preeent.. 6. FfnJeh floors ,to emooth ,troweled rInteh. ,=RA'"1 NG -~OTE5 1. AU steel eldlng and roofIng ehatl' b,~ orIented vertIcally and attached to platee and gtrte wIth 112/14 X I' &Crewe at i2" O.C.. 2. ExterIor wall gIrte ehall be 3" X 20 ga. f1atetrap attached to columne and etude at 5' O.C. maxlrrum unleee noted otherwlee on plane., Intertor wall gfrte &hall be lS8 DL T track 'a> 4' O.C. or a& called In note 4 below. Attach glrt& to etude and columne wIth 2 ea t8/18 X 518" ecrewe at each meri?er. 3. Where' flrewall& ere called on the plan&, conetruct In accordance with etandard firewall aeeerolJee called out on thfe eheet. 'G~ jeum wall boc.rd shall be attached ;lUlth mfnltrUm 46X I" &Crew&ClorlgerfortmJltlple ayere de noted) &et. 'a> 6" O.C.at eheet edge&, and 12" In field. 4. Where gypeum wallboard' Ie Inetalled atehear panele, back horIzontal Jolnte wIth 3" X 20 ga &tr~ for &hear reeietance. Attach GUJB to framIng wIth 4ro ~!JJall , ~aeweatfO" O.C.at eheet edgee, 12" O.C. Tn field. Attachbaee plate of &hear panel& to slab W/t/4"XI-112" Zamacl'NaJl-In"pfne at 30" O.C. (pin at each column> on aoeewall& and at 22" o.c. 'over entIre Iongttudlnal wall ' 5. All roof eheathlng ehall be attached to purlfne and exterIor walle wIth t12/14 X I" 8Crew& at 12" oc. 6. Gable or End Wall Columne eupportlng purlfne ehaU be anchored to &lab and attached to ba&e track ae fol1ouJe: Span Anchore Col/Tract Conn o to 30 feet lEA 1/2" X 8" Anchor Bolt 6 ea 18/32 X I" &Crewe 1. Intertor' Columne, except flret two ro~ In from eav~, eupportlng purUne &hall be anchored to eIab and attached to base track as follow&: 5pan Anchor-e CollTrack Conn o to 30 feet 1 EA ZAMAC "Nallln" 1/4" X 1-1/2" PIne 4 ad #8/32 X I" &erew& 8. InterIor Columne on flret two rowe. In from eavee that eupport purlTne &hall be anchored to eIab and attachgd to ba&e track de follow&= 5pan ,/~nchore Col/Track Conn o to 30 feet 2 EA J.4IL TI "QUJIK BOLT II" 1/2" X 4" Anchore 14 ea t8/32 X 1" &Crewe FINA_SITE P-AN OCT 8 2009 Planner: dY -...." '.......-..-..,-...,-"--. 14. All baee platee &hall be .3505T20 or 6005T20. AU top platee &hall be.3505T18 or bO05T18 unl~& noted otherwIse. 15. Door header& &hall be elzed and connected a& foUowe; a 51dewan 8' wtde or Ieee 400C518 2 eal8/32 ecrewe ea end b. SIdewall 8'-1" to 10' 600C520 2 ea 18/32 &crewe ea end c. 51dewa11 10-1" to 12' 600C518 3 sa 18/32ecrewe ea end c. Endwan 8' wIde or Ieee 2X600cS20 3 'ea 18/32 &Crewe ea end ea meni?er F. ,,~ WA..-~ A55Erw-6.:.. cEo (WI-IERE SJ.4OWN ON PLANS) II-bJrGenerlc Aeeetrbly 6AFne No. WP 1 012= One layer 5/8" type X ~eum wall botrd or ggpeum veneer baee appIledptrallel to eacneldeofeteel etud& 24"O.C. with l"long ,TypeS drgwall ecrewe 6" O.C.at vertical Jolnteand floorandceJlfng runnere,12" o.c. at IntermedIate etude. Jolnte etaggered 24" on oppoelte eldee of walle. 2. 2 ~ GenerIc Aeeeroly GA File No.. WP1522= Baeelager-5/8" typeXgypeum wall boerd orgypeum veneer baee applIed ,parallel or atrlght, angIee, to each efde of 3..5/8" eteel etude 24" O.C. wtth I" Type 5 drywan&erewe 24" o.c.. Facelayer- 5/8" type X' gypeum wall board or gypeum veneer baee4'PlJed parallel or at rIght angIee to, each elde wIth 1-5/8" type 5 ,c:::rywau &Crewe 12" O.C. Jolnt& etaggered 24" each layer and' elde. 3. 3 I-bJr Proprletiry A&&errt:>1y~A File No. WP2922: Ba&e 1ager ,112" type X gypeum wallboardapplted paraDeltoeach&lde of steel etude24no.c~wlth 1" long TypeS ~I. &Crewe ,36' O.C. (max)..'5econd1ager, ,112" 'type' X, ,gypeum, watlboardapplled pa-allel or, rIght 'angleeto' each elde wIth 1-5/8" tong, Type 5 ',ctgwaII' &erewe' 24" O.C. (max).. Face layerJ/2" ,type X gypeum wall board. at:='plledat rIght angIee to ec.1Cb el~UJftJf2~r_p-O.C~" 2~JL4U Type 5 drywall &Crewe 12"O.C.andJ-1I2" TypeG drywall ecreWemtd.uacj ,Oetweenetude "1-112" ,above and beloW horT:zontaI Jofnt&. JOlnt& etaggerecJ 24'e<JChlayer and elde.. . L Approved proprletcry UWB branc:::te and etylee are American Gypeum Co. 1/2" Flre6loc TYPEC 6P6 AmerIca, Inc. 1/2" ProRoc Type C GypeumPanele G-P Gypeum 112" ToughRock. Ffregu~d C LaFarge North 'AmerIca Inc. 1/2" FJrecheck TypeC PA6CO Gypeum 1/2" ,FLAME CUR6 Super "C" Temple Inland Foreet Prod. Corp 112" TG-C 4. NO....:= that ecrewe :::>aclng on baes layer Ie to be the cloeer of Firewall Aeeembly e::>aclng or, Shear Panel e::>aclng (€;/. a.c. all eheet edgee and 12" a.c. In eheet fIeld. CON5TRUCTION NOTE5 Hr. REVISIONS: ...... \-z..o\40 NTf> 4/10/09 CI-lAN STORAGE BUll ntNG KIt and Kc.ren Chan Famny, LtC 1815 MAIN5T., 5PRINUFIELD,OR 91411 RAWING NO. 1-1:/ oJects/2008/1182/ /not~...4-09.dw 1t\1L{ 7>(~ l~ 1<wltL{) ,) <~UXf/ - ()()o 7 Ki,"--Ch4J\ ra , tem~.~~III~:r llllliiloWikl. Fr ~ {2;fJv Date R~ic~ived: ~_~n__"_ -.....;.:"'.~..,.~ l)-rL~ ,)0Jj~ ~ SEP2 4 ~Q09 Final S'!hm;"'~'~~ d Y ~ '.,f",/,-_,,-,_~,~-,,"'$:;>-:~, """~"""~ '\l ~ . t?' .." ~ ~I fR- Q' ... - , ~ t?' ~' 9 , N ~' ""1 ~I ~~ t? d') ....' ~ ~i ..... ~ Q ~ 1 ::I ~ ~ w ~ <? ~ ~ , " 181-0' I~-o' "!l-()," 121-0" _ I 4'-0" 36-:' 24" 4'-0" 5'-0" i~ NpTE: SET 1!4"x1-3!S" ZNAAC "NAIL-IN'" PINS o 48" O.C. ALL INTERIOR BATH " OFFICE WALLS (TYP) . L~OTE;. S~1!4"X1-3L~" .~~ -NAIL-IN" PINS 0 22" O.C. AT LONGITUDINAL WALL . 40' -0" SHEAR PANEL- ( ~ i I -,~ (rtP) r- .-J' .-J c ~ a:: [i: fi- :I: """" - " ~ INSTALL (TYP) ~ , I -:~ i.'", .;.. 'I' P I ! I ! 1111 ,J I LLLLI 90'-0" 181-0' 121-0" 12'-0" 12'-0" 41-0" 31-<X"-C"4'-o" t 4'..0."41-0" 24" 36" 4'-0" CD (lYP) l)' 9 !b OFFICE SEE CD (TYP) \ \ \ \ \ I (TVP)' LIGHTING IN EACH I UNIT. BATH & OFFICE I SHOWN ON SHEET 3 I I ~ d~ :J NO.E. it ~ 2-/- / 200, AMP POWER BOX (TYP) 3- ~ '-.............-- -'" .,. , ". (g) (TYP) 40' -0" SHEAR PANEL --' \: \ f. RYER50N ZINK-ALL 26 UA. (J-IR-4) J-IIGI-I-RI6BED ROOFING 80 K51 < I I r-') t? \0 61-0' t? ~ cv (TYP) (SHEAR PANEL & .) 2 HR.. FIREWALL 2 LAYERS 5/8" GWe EACH SIDE """"II' r II II .', III NOTE: PLACE 1 EACH ZAMAC 1/4.x1-1/2--NAlL-INIt PINS AT EACH COL. SUPPORTING PURUNS ON UNES 4-18. PLACE 1 EACH , 1/2"x4" HILTI QWIK BOLT II AT EACH COL SUPPORTING PURUNS AT BOTH GABLE ENOS. PLACE (\ 2 EACH 1 /2"x4" HILTI QWlK ;, BOLT II AT EACH COL SUPPORTING ~ PURUNS AT COL UNES 2, 3. 19 & 20. 9 \0 r- 0. ~ I FLOOR PLAN SCALE: 1"= 1 0' -0" D 28 GA (HR-3) COLORED HIGH-RIBBED SIDING 80 KSI (TYP) 100x 120 OVERHEAD DOOR (lYP) 3061 MAN 0001' - (rYP) o WINDOW (TYP) (TYP) SIDE ELEVATION OCALE: 1" = 10' D 16'-0" 121-0" 'II ~ IIIIIII}IIII .'~<>1 ~ in, "*~ Q' in I "It ,- "* ~ -e t?j in , .-') "'~ 3O'.c 90..0- 3O'.c 3C1.c t? in! "" t: Q" Ln, I ~ ~ r------------------'r-------cD---------'r-----~------------," I II " I III II I I , II " I I " II I I II II l- I " II I I II " I I " I I I " I I I " I I ~ I " I I I " I I I II I I I II I I I II I I I II I I I II I I I II I I I II I I I " I I I " I I I " I I I " I I I II I I I II I l- I " I I I " I I I II " I I II II '- - I ' I I ,', I I ' '. , .' ," I .)(A'\ ~ ~M. -i4~ ~~_ ~I ~ II~ II\.&.) \f)1 E~ I II 1\ I I " " I I II " I I " 1\ I I II " I I " II 1 I " I I -I " I I - I " I I I I I I - I I I I I I I I I I I I I I I I = I I I I I I I I I I I I I I I I - I I I I I I I I I I " I I I 1\ I I I II I I I " I I I II I I I " I I I II I I I' ~A II I I 'I " I I " " I L______~-----------JL-------- ~-~------JL-~------~~--------J. co "'- ~' inL N C? "*~ - 9' ~ in, ~:: 9' in, o "*~ FOUNDATION PLAN I)" ' '{ ib;, SCALE: 1 "=15' -0" ,,*0) ~~ ~)l -~CX) ~' ihf 110'-0" 1&'-011 2&'..0" 1&'-011 1&'-0" 121-611 12'-6" lEi-Oil 12 12 "1'*;':--- --===: II _.- - r'I~'~;::"r- ,[-~ 26 GA (I.lR-3) COLORED HIG~~ 51DING eo K51(1I r') -, -~ - - -1 i ili ~ .~,. ~~-:J,I,--L~~., LJ" ,~ ,. I" ,_J,,,,,,J~':;::d ~,~ ~ .... r-r,.~:::~:>.,." ..~,..,~.T"',"','.., \,;~.","'~::;'j"."'.,,'.' 40. ~ if\ ~:-:<:: : : : ;.;.>:.:'~>>~....;..>>" , . ,':-:<".~>,'.<"/< ,', ' >">>>:~:<'.~. : : : >~~,',,',j,'.', ~ LEFT END ELEVATION (FRONT) ~~~~~~II= "*..... ~~ rl),. ~co ~ in '- "* 10 .:. 1 7t ;" ~"It ':~::A.L.E:i~='15C ~. Ln, 12 ==- '~t') ~ ll) -~N ~..~ ,- ----"' T if ib m f;" ~ <? ~ to 0 if\, 28 uA (HR- 3) COLORED HIGH-RIBBED 51DING 80' K51 (TY?) 7t in, 'I RIGHT END ELEVATION (REAR} 5CALE= 1" = 1&' I certify that I have reviewed these drawings for structural stability only and that the structure depicted hereon is in conformance with the design, repuirements of OSSC, 2007 ed. FI \ALSITE PLAN OCT 8 2009 Panner: .~__ Date Received: -" SEP 2 4 2009 Final SubmEtal 4)!!' All construction requirements of OSSC 2007 ed. shall be met in erection these structures. , TfttEs =-OU \.J JA- O'J, =- _::VA~ 0 '.JS =-0 ~ ecALEs NOTED DATEs 1-16-2009 :- ~OO ~ :> .A 'J A 'J ) 90'x11,O' 3U _) \jG 161Et' ~ BY' ,.M REVJeE[)I 8-17-2009 Ar...~ BY' 2/4 < T & <A~==\J C-A\J, 1815 MAIN ST. SPRINGFIELD, OR UlI)TJ.iJ EAVE J.EIGWta 6Q. FT. 100' -0" 12' -0. 11,000 . fORI ~_C 97477 ORAIIMHG ~ 1.ENG'M 110' -0. KC-2009-1 /4' &::J I' ~, ~ .., 5 +~ 4- Y.... ':i ,~-.rJ!-+ Yt." . ~'.4~~ 5:'0" _: 5~O.5~o" :-'~ 5=0" ,)., S'..O" 5'.0" ..5~Q': 5'.0.... : 5'.0' -'.~O. s~o" J _ $:0" 5!O": 5'.0"_. 5~O- . 5~O"~;O"_ 5~o. 4"4Ji.. t.~ . l f ...... t., ~~ f ~ , t~ , t., t ..... H f *_ l .{.", i.". J.... ~H , *-., . t. J. (- f U l"~"''' f 4'..0" J 4~ I 4:.-d .. ~~tS I 4~O. I 4~o- I 4~O I 4!.Cf .' 4'..0 . 4'.0 I ~.o" I' 4'..cf " 4'ft:o I 4'.0 I 4't'O- I 4'''0 I 4~O I 4'.0 I' 4':"0 ' - 1..4~ . . ~l ~~ l.'l. . t.'~.{~ ;..L:. l.l ilt .cll \.t ..... ,... ;.~ i~ ;.... f.~'~;' ..., '~~ *~ " 12. - 11. GRA.6.&AR;CSlt-l'" e"-ISGA &AC.KE~ .l --- .- - ja '( , ;, '~ 1 a.' ,. , X 0 ~' '"~ ; ~ t4'rwL - - - . ".', . -- ..- ~I', Q ~.~ 0 .~ ,ft ..\. .,i....J -,'-- :: Nt' rw- -- '. -,,~, ~ '.... I' " .. ~ , I ,.. 0" .~ 3&W .t:i t-lo,.~: 'ALL. iNS1DE WA\..L5 ~ CE\L\t:Je:. CO\le:p.,~ wI %- <i~E~ 6n.f ~HPtLL HAVE '" 4'-0" \o\\G~ Wl\\1SCOT MAnE OF VINYL \..\WOl..EUM 4 (p" <;OWE AT 5ASE. WA\..\... tf'\QUl\\T\).lq 6AC~ERS ~OR. S\\.l\< BAiS ,. PAPEr( ~R.EeOO 'fJtzs -\f.6" (,\"(v) 1/..L<:aO ' cz.\~~, DOOR WI\.J.. ,HIWE"\\At\Dlt.4.P ~"Z) WA~E'l"~CU~"ED.'" CS\ilW 'tJ!1./J!:)I,.,CM. DOoR. 1 . . ' ~ I'J' FAilE" ~LI'lEV. HE\GHJ I .. ",',;r ~.~R'I~ I~S.:':-A"I~~ ("rYP)~' ; T ~ ~~, 'TO.,3'!,-"B~\WCQ>>I _ ~ : \ " b"l . ~ /" "'I ., ~. 1 - 't:. ~ ".:;-<<'., ,,, , II \.f) 1't) 1-T STOOL HE\~Hl' \ I I -~ '4 " . ~ .../I " \: : 2 I I ~AA l""o); ,.u;:~,. UGH"! ~I ~o ~ , - 0 - - - - - - - - - - - - - - - .. --, '..J \.JI1 - - - - - - - - - - - - - :... - - - N 'I ~,:I I - = . ~ <"'" Z!..lO" MA~ "OP HE1Gl"'''' f .,-', wl?'-?;," M'''L \oC.wee / ~ , # ... -..., C.tEA~CE ' .o! De'" " ~ ' .. · '.. L..- S GAL eLEc.TR\C "0"- ~ r' ~WATeR TAWK a~QP OF c;e\~ _' 'I ! .... ~~ " ~ , ~ o t2 ~'. ~ ~ ~ ~v ~ 1?~i~~ 1'1 ~: ~'~ ~ f'\ ." ..' - en ~ 0 ..~ h + N : ~ ..J~ 7~ - :J ~ ~ 110 I ..:. : "!" JOIST ~OLt)ER w"- 'e" .. \&<;~ (,.yp 150\1-\ 'C.N.Q~) I I J.. ..- ---~...-.._-_.,,-..---- -..---- - - -- ----- -- .....- : , . :.. -: -.~ :- _:, =- ~ :-.:- ~ _- -= I :: : _:. -. _:-: _ _. .... ,... I ... .i .- :. _ _:_ I... .. " ~ - - _ _._ _ _ _ _ _. _:. _ . _ _ _ _... _ _ ~ _ _ _ - _ _ _ _ _ _ . _ ...' _ _ _ _ _. _ _ ;a.,.:;..;... - , - - . - ... . - - - - -, - - 0 --I __0-""__ -.--.-...--.---.- -- -,.--------:IJ--.---- :~.r ~ , EN:> ; C20SSWALL FRAM\N~ \..A.~ou!Jt~fl(~ULl\)-4) SCA\..e.: I.... 10 ~ 0" ~ ;Z - ~ ,\.; I . .. "~ ~ . In NOTE.: ALL. w It\\..\.::' HI\\le ~O() tn.i- 20G.~ eASE Ij. TOP'p\..A'Te~/600 c'S -U;>Ci4 $,.~t)S ,('T'<P) e.~\)W4'-L.~ ""'\IE 4'" ,,'&G~ S"ttAPl'\~<ia <!t4-t0'. o~C~4'tMI'" GW~ ON tNsaoe W R-\~ \NSUt..A"t\O~ ("'~'P,~ c.mSSWAl.UalU.VE. ~ -"CiA $"T~PPUU. (t 4'.0" OtC, t "6 G~~ ON eo,,,, S\D, W/RAGJ \~$UL.t:\,.\ON (~p) ~ -- .., 4\1 T ~ 9'.9" .~ --- .., - ..- .2. I- 9~9" ~ ....~ tilt T Y'i~(M''-'~ (T1f) REST ROOM Fl.OORPl.~~ (HANDICAP APPROVED) .lCA\.E: yt.....,..o."f 1'2. " :t' ... ~ ,... \' :t ; us t' ' l ~. b Q ~ ..- ., ... N 0 , ...., I . o .~~ '0 ..~..,; .0 .... -.: ~ .. ~ ~~ L CiOSSWAll 'Ill OOOR.S. ~~,A~J~~ l,.A'<OUT (BUILO-\ ) ~c."Le: 1 If ': 10'-0" ..- h.tJ., -1 30 ""0111 .. '2.~O'" 2:0" 2:0. 2.~o' ,,' I:"~ I:' ,; 2:0' I' .. t t. ti . t. L I ,~ -+'-1 , ,f. 0" ~ l' .. o 'ON ~ '+0 , , \r -:q 'O, ... sw. .... +.. id ~ '.' 0 o ..' ~ .. v, ..9 JC) , ' Ii N Y , . to ~. ..' ..' ~ 11). ' I I J - .;;' _5 Eo It ~ J I I ,- :f. . ., t -l .. t - I - ('NP) , FlOWT WALL FlAM\).l~ U't.9UT (:~:tg:1; ~~8';) -,- SCA.LE: I III': .s ~QH (BUILD - ~ 29~Gt" PANEL~) I < BUI LD-l \9 !lo" PANEL..) J '~ 1'". 2.:0'" ~!Q'" 2.i.O" ~~o" 2~o- 2.~" 2,'.t/' '2!o'" "2.:0" 2:0" 7.'-0" '2~o" t.~" l~'" ----t. t. *- *- t t t. t :t t t t t ~ 'T . " :. jJ '1 ~ Vl :1 d.. ~ 1ft tft ~ () rt o p ~ t \oS {\ -#Q ~ . ~, . "0 j,\' ..' J. ~ ~ w.+l ~ ~, , ...,.'~ .. . "" .." (II. C\I (\J 9 a t. .... U ..~ ~ ~t.~ . 8 , D' f~ .0' ~ ",' &d, . ~ ~" .;( J __ _j -- - - - -. - - - --- - - - - - .-- - ,-- _._--- - ----- - ,---- --. - ----- - - - -- - - - - ~- - - -- - - -- - -.. - .- - - -- -.....- - ...:... --. - - -~, - =- - -- - --- -. - - - - - -, - - - - - - - ..;. ...... _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ ~_ _ _ f _ _ _ _ _. _ . _ __ CD (l~P) ~ONr. ~lU\) _~^l WALL FUt.\\\L~ LA'lOUT 'selL!: ," 'IL C. '...0" BASE Pt.ATES ARE G:.OO O\.. T';' 20 CiA (T'1P) TOP P\.....,e.~ ARE '-OODLT-'2.0GA IA~E C.ONJ.lECTED TO BO,., TOM FLAlJGE. os:: PUR.'-IN' 'N1"'1~ x, fI SCP-EW& e '2,'..0" O.C. (,'Cp)(8E.TWeeN !.TUDS) "l.L.'STUO~ ~oocs -20 GA. tT"fP) ., ". ~TK S'tlE~'WI1_l.. 6E <:OVe.~ED W/5fe.MI GWB l-z.. LA'(eR..~) NPE "x" , wI',. IV!." 6UCiE.\.. OW TE~cs. .8'" o.e. EOGE'I- \1." O.C...If\ELD (T'C p) G'R.TSA~E 4-"-U~GA.~Tsu.PP'WG. ce 4'-0" o.e'. 'i'(P) . ~~-W~LI. HItNe. R.." 'N-SUL~"'()N. (T,(P) , t I.\~" I 1"'-' z~"~ ; .. 3~(r :@ , ....... " ,', .. .... ... '11'1 __ tI '" " "', '" ,....... \Z'.3" .. ~!3" ~~ +'.0" If c.c. NOTE.: A\..\';C:i.,\\.\\-\GJO'$"~ fOl2EST RM. t OFF\Ce A-.e. ~ooc.S.'20G" w! A ~oo D\.. T ..\8GA AMCKQltED TO CGtQ S~""A\...'- @ 6'.0.' tA 4acQ 01.1'- 'ZO<2AQW e\.tt) OF' JOlIn T~POF Os:'F,<;.f W..\..\.. W\U~\t\ ts 8~'HH.M. CE\\.;\ti<i. ""'Y.. \-\A'll: .', , ""-SU....A T' Q"" # ," z:o.; '" . L ~ ",,-.. ..Q.~rY'o. .. y .... o...~ ,. '""'~. ,It ~ ". >-~ ~~~~<l"ttJ~ C....V!)\!J<C<t<t.o... v<!. ,o~"".. v ~~"tJtJ ~~:rI 2d)~~~';'~-;-"'~ ,-' Oa;...~"'j:'t( ~~lf) Oiu.;il.Q:.J :.J;.J~cI)l)o~3~Q ClQ,ct~ooSl~iiJ ggQ~~"o:l~~ "~~~~v'~tflc(~ l/) -n;~~:1m"~ UJ~cO,--,.....o..-~~ ~~ ~VI =' 0. '" (..Ill) ~ .J<t<l tt" i~~ctJ o.~"'UI."()odl,,,<t LUo.~OC Ol"'~ ~oS~~~~ !:f co fo 0 :I: 4/Hd;;;. L't; 3~1. J. T I I ~""~"'V'~"" ~Ov \,,;' :'9 ~ # , fOo ...,,; l-t . j.... , .:.t!' 1 rv !J' : A~ lI.I t4 , 0 ~cri' : ttJR!.Jt- , ct l.( \..; I.... I.tt ' I,,~ : A...::) I L~ :0 .' N -W I % 0 I ~ -'" ... co cC ..t ,'J ! :;) (IJ ~ =0 ~q N '''; ..... Do .~ ..., ~ a ,9 · -, .j: (\I : ~-il- I · ~ : : 5/ , i N : at.y; t t~_"C~~E~W~~~L~~RJRI~I~J -I_I' ~~ ~ ~ (T'tP} OFFIce F'l.OOR PLAN W "C~Le ~ \ I#~, 1>>'.0"* Oa .... , . tl~ '4~4/&" 5:0" I 5:0" 5~O" .. Hi. .. .; .) .. 4',,(0i'a. '~o ,f +~ .5~l# .: t 1~ t ' . I' 4"'..,,," 5",,1" 4~t,;" 2' .-{J J~ ~ t.~ \2. -' I I FINAL SITE OCT 8 2009 Panner: __fl~ '-t .. " J.. x _' -.d. au q."P"_ .. ' 0 t, . :C'" n o ~ ~T .... ~cJ ~l - N : "-1' - .9 0 '.0 q) -- ., ~ . ..... lit\. . . [J. · l' 'J LJ NOTE: SEE END WAl.L FR.~~~"NG \..A.~OtJT A60\le ,"nus \.$ SA,^~ e.o.,.\\ EM D ~ . & .. I . Date Received: ~f'..",' ~"") .., 6. 2009 ' ~,'_. ~., d~ L --, , ... .... ' ..... - I certify that I have reviewed these drawings for structural stability only and that the structure depicted hereon is in conformance with the design requirements of OSSC, 2007 ed. . . ' .... ... ~ 'a: -;:.~ )- Ci: )1""-1 t,~ ~~~~ c(1,~ >- '-J 4 cd ,,~,t ct\9"7 2v~..(\1o~ f..(~"2No '~l9\.A2~~S ~ og4, f :J"::ICO " b'I IV \? r: C1.... , . I .., :J 0 t) II' ........ an va 0 " t1) il ~ ~ t" ",UNOMfQUI -r ""'0'0 it ~1I\V2"~<f)u ~~gV\~~~ o.cIIO~~Q.,,: .. J. oca" -0.., Q) 0' F' ='. :~' w~ - "', tC. ~~J1u ~d ~ ~ ~. ,..L (/1.J~~2oa :o-r a~~~~~~ _, r !ll All construction requirements of OSSC 2007 ed. shall be met in erecting these structures. OF'r:ICE WALLS (BUll.D " EACH) I IS'.O" (SIDE) A-" 12'.0" (BACK) \ . - 2"0" ~!d'1,:o" "/.:0" z!o" r... 3~d' ti 2~0'" 2'..Q'# 2"<)' 'Z~" 2;Q" 2=0" t t t t ft ~ .. cl t .l 4t. cl · :" ,~;, G ~ BATH WA\..LS (8UlLO lJ> EA.CH) ,A- I G,~o"'(ENr) 8~O.' (SID')' .. - z:ri';' 3:0" t.: 2=0" '1.=0. 2=Cl'i2:0'; \~ ~ ... {, t t. - , ~...- t'.~"t Foundations have been based on OSSC 2007 ed. presumptive soil bearing, No site specific geotechnical work or site evaluation has been authorized by our ,,,.~ Client and no such_w~r~ ~a~,beenE!fofl!led b~ t~~, , engineer ' TIT L..E: ~,.J1I ~'Z~" \0 "'___HHI' " I' -, ,-, '~=RA.M\WG ..~'tO\J-S ~"1PlJ~FFlCE ; ~~1 i FRAM\W" LAyou-rS $CA\..1it: I". <I '.. 0" SKEET:' OltA\fl"i9Y r M 31 " , · I 4- REVlSEQ: 4-14-09 "'IT f "AllEN. C~At-4\.LC \8\G MA.\~- ST. SPR\~GF\ELO ,OR, 9'7'+" I \..E, ,t-l. "GaT\o\: ~ \\)"TM ~ EA.'l&. "E'Qwr: $4l.',.,.: D, R"W\~ MU, MilER: I ] 1Q'. 0" \QO'.o" \"2,*..0" '\,000 .; kC- 2.009-1 ' -,t SC:'Le: No,eo tit.. , I:. ~ < \ 2- '.&... 'too8 I fOR..: APPROVED BY: '0 ;t. " '- ~J ,5/8" GYP. 80. TYPE "x" (WHEW ReQ'O.)("typ) 28GA (l.Ul-I). ~ I I v;~ 350 .Il 6>OOCS-20G-' S'TUO (TVP) M.lGH- fuaaao 9\OIN~ (TYP) ... 5/." GYP. BD. TYPE "X" : :_ (1.) "4 REBAR CONT. (1''tP) (WKi.'" R.I.Q'O.) (T~P) "". I '" : I. ('2.4").01& GR-S S\OUlGa (,...,1') '1t."v. s" J.eO\.T w/wA.S'r\E.R..' lit- I ~ see !.KT,-' FR~M'NCit '-lOTE fI, \. I I t:oa P\..AC&M':WTS (T~P) ''\ I ~ '. I ; r3S00"''''OOO1..1'ZO'A~' I I' 350ollt. ,-OOD\.."-'2ocaA *' I 8AS~ P\.6o"'H& (TY") '-(! eA$E Pl."'T1. (TYP) 1." I , j / I I IVi'=;- '., I... .L,....... ._____p J I "" , j :i i i !j ~;..:- i4'oM'..:..-!I. re- ...." · M:l-""~ ..: · !.. i I.~~' , ' . ,.:;(J..-~~~ - LOPT\, O~A'-).16i':~.:.~.:'''' (aMl\. VlfaqU, tEN cf'~>>f'~,~~ (W"'\l tttt~'O)C.T'1P) :~ ~.~~~~AiT:.o~~~~~~n, · CD Sl~a CRO~~-.~~~~o~!poRT Df.Tl". (Yl'JI<l-M,) CORNEtt Tfl.n~ (T,,(P) , ..l. (;) '>>/4' MIN 1 yi...... ~''4. Ii." M\N ~ CORM\:2 &.\.E"IJ'O'" 'OOT'M~ DI.TAu... SCA\.E ~ ,'. ~ o~ \0" - ",--- !I"I,'I"".II ~~__l 111,1,.11 ___4"" 350 o~ .00 D\...,.. ,OGA 'TOP PLA" E (T"t P) <000 ~CS. Ifo GA 0" soa )C.c::.s .. \8 GA oR - \'t00 )(,)(.CS ..I.o,.GA puct\.\t.\ wI (1-)-I~)( ," scv..E:WS ('T~P) ctEMO'lE 4" os: BOTTOM ~ F'\..A"GE TO ~\T PU~\,JK &\:TWEEN Bll.t\(- 10-66oC'" S,.UO~ ~ TOP ~\.A14Ge RES'T\\~~ - O~ 'TOP p,-~,.\:. ('TY p) :. . . :- ".... 0- 1;:,\ ,.. ... ...." t 0 :;) W co .... JuJ ~ fI' Q..-tttf. a:a 0..... .., .". ,.... ~ el~rttn f( U gUl .., oJoE t:l :too" 0 uS, F:t 0 Q ..{ 9 rt ... .:e <J-WO tf 2~~~ Q) - , tf) <tl . dl~tO en <J lA.&&I1t )( ~~8 0 0'" g 0 " 0.. "" ,,:.. ~ ri d'K.J 0 o~ D- O 0" !: '" -0......01 '" "'~cJ ~\,-. . l... ' j f'.. \.. .!'" 'I \ o 't \ 18~ o~ '... , 1 l',1-.'" be .00 ~~~:~1":: ~~~3 , , .. " ,. r;.,C'~/:4i ~tfl ')-... '.0 ~.o') ~l. --vo~ ... ".. ,.~ E' .. $, DE'S) 3S0 OR ~oo 0 L,. - '2.0 GA 'TOP P\..~"t'E <. T't p) . (2) 350 0-' (000 cs- ~o GA 6Atv...'TO.S4C.K I~ 'S1'UO~ ~/c''l.X YtC." ~CREW5 e ?,.'..O' a.c. (M A 'J(. ,) <. .,. 'I( p) I I -.. - . . . > ... CD ..... .... ~. " ::c~ PUIt\.\~ SUPPORT DOOR. Ma~~:~~ DETA''- 450 oR. ~so ..l8 G~ Doott 'TR\M O~ e.wo W~\..L5 o\n.."( W/~E~DE~ coVeRED W/$A.ME (NOT SMOWN) <."t'yp) SCA\..tl: ,"": \'.. 0'. ,--- ) .. .. ~ 1,:111 I --- ~ " " ~l/ PA~e.L e.~o ft. PANEL e.CGE '.9- -?- ~ ~ :t PU~\.'\1S : see ~M1'. \ s.-RA.M\tlG \lOT!. .. .4. FOR. ~PA.~ S\'Z.E ~ SC2~WS "'EE.DtiD. (TYP) ~OS( AMCKOR. Rea. SEt: ''''T. , FRAMIMG MOTE -8 ~ 'Z. e.1. ~~ ~~\)~ NC>~Z ,....\., (.) 350 o~ ~oo 0\,,- 'lOGA E~O . ~~ \~..~ \~i' FOU"O~T'Ot.l w..\..\.. 6~~ p\..A"'Ce (T""P) R.a"\..~T (i"'CP) $/6" G '( P. 80. 1'YPE ""x,'. ~.~ aeo GA (Hlt.~) H\Gl\- ("'~E\l R.~~:t).) ("t''(P) ~\&B;D S\O"~Cif (T1~) '1t.")Co 8" J- eo\.. 'TS W/'Nt\S\o\Eits %.. GYP. 8D. ,,,(Pi "x" (,WMEN R.EQ'O.) (~p) @ 4'-0" o.c. (t.\A~.) l'TYP) I I 5/a" G'1P. &D. 1''{pe ..~. "- r!>so '" .00 cos,. ~OG" I . <~H~N ~Eq'O) (T"'P) ~.~ STuns 'lit- ~ Ys" X Y&" I rR.M\\lG ~CRE""c;. @ I 350 Olt. ~oo o\..,. - 20 GA SlOE' t!o" o.c.. i.NO WA\.l TO 'WA\..\.. BA.SE. 'P\..~'TE ("'C'iP) sloe 'HA.\..\... S'TUD. (,."P) \ J \ . , , '" ~ C.O~W.ER. ,\t:.\M (T~P) 2C1> GA. (\o\R.-4) HlGH.R.\86El> ~yeR.SO" 'Z\\.lK'A.\.\.. ROOF'\J.lGt, -..JI tt-<.. VINY\.. "~eK '\IAt>O<<' &A.R.t(.,~R. ("t''''CP) 350 olt. "-00 I)\. T" aO,GA. TOP PLATI ('t''''P) r\ !>> '/t.." OR, 4 '/4 OF · · &OTT OM ~LA~c;.E .. tt;MO'leO ("t~P) ~' . . .".. . . TEMO'li lti 0," ao'TTOM J:\..AwcaE TO t:\'T PUIU..ltolS '6i.TWl:e" STuOS I ( T"'P) ... ' ", 'tit 'I t' -- \1 'l( YIilt seRE.., @ / . .. . 'I,:O.O.t. MA..,.. t 1''I'P) . ~ "-.SEE 'S\tT. I S:RA"'\~ , OVER. "IEW MOT1i *8 s:-olt _ C01.u"l'" aA4DE COWMiC:T\OW~ (TVP) ~:~ ;~..;~o(~~~) 2o~A ....., ~.;-~,.. GYP. 80. T'1PE "x. .. .". ON F\t(&WA\.\.,. ONLY .sls" G"tP. aD. TYPE ..~.. · ~ U"\.1iSS rU~Quc~'tf.D ("NP) "''''EM tt tl QU i S TE 0 --.............,. OT"'El~\~\;. (Z4-") .O\~ . . ~ GR-5 '\1)\~~ (T",(P) . ,!o&Otl;. ,S'DiviEW SlOE V\EW SMOWS ~R\...\~ sP""\t\\lC:- ('5) W ..\..\..~ WI c eN'TER WAl.l.'-"O\\l\~~ , O'JER. 'J\;'W $M~S END )Ill..\... Oft, . C()NNIiCT\MG (~) PUa.\.I,",S A't OM~ w~\..\.. (.T'1P) CD PU2Ll'-L.S!c~~:~~~~~t.,.,O'" '. 350 0" .00 CS ~ 20 CiA 8Ac:.~- TO- 8l.CK sruos $EE 5\\t: \ ~A.M\Nca NO,.i tI \~ FOR PUR\.\NS ~ it 8 FOR. . C:O\.\JM~ eASE. (T'(p) l~." X 1 ~'Z... F'OUtJOA,.\Ot.l \ ~\ ,.<iA. ("l-3) "IGH~ I I ~e.G.\.. E T ('T"fP) R\&6Et) 5\O\"'c:;. t"T"(p) I I I <V CORWart p,-"", OI.T"''- I SCA.\.,E ~ '''1: O'-Cla'. Dl.T~\'-S ,,--- ---" ,,,,,,,,,..,--- 1'1,'111,1''''1111 I I"I___~ YI ---, ,,,,,,.,,,.'--- --- I I I I '1 I \ , :.11- S'f," GYP. 60. 'T"P'e. "~,. M\~. O\lll: $\t>E \ '-' /I wI ik~ x \'h." 60GVo\.. ow ,..e.~~ 50 PER " '" .~. 4')( \0' ~\o\E.cT (W"'E~ REGl UECS, Et) ) OR. \ · ~. FOR. ~'RaW4L\...~ THE". w/--", X tYz. ~UGEL ----. .J.... ------ I OW TE\C.CS @ (PH O,c. ON EDGE., 12." O,C. t:\E\..D OT\-\ER.W\CSE (~4/') .015 GR" 5 - 2.~ GA ' I '111"17..-\1+ "El{"O~ SCREWS@ ',"O.c... ~" .. I 80T\ot PLATes, Gut,.S(TYP) , ..,.~ ,.~, " '-eo GA (~R.4) 2'C'ERSOW Z.\~"'-~L\. \o\\'(;\-{- RIBBED ~OOJ:"ING.O"ER R~Co Vl\1YL5,\C\< VAPORBA.R~\eR w/-- 1.4 Y4.'X 3/4-" "TE~ W/\VA~HER. ('T,(P) SEES\-\T. 1 ~IZA.M\W.~. N6TE 111(0 FOR S\':>AC.\W-Gt. ,,04- ~......).,.~~ ~ o\)<l~~q... -4.~1 ~A.. ~ ~fT" C ~" 4-~""''''''+- c.. ~ ~ ._\~ ., 0' ~o , (" ~~~..... . .0 .. 9~ .~ @, " ~ (, f:P4-~" t:> ,~,' Q ~'q..~~ Q" ~t- 04--.; ,:>G 00 ,~ 00 +-' ~ ~.;e:,'vq .\1,; o 04-- (;) ~", ~\ ~f? tlr~ ~,,~ o o~,~ q..,q ....~ ~~ c.; <;!,~~O PURl.'" : SEE S~T. \i:RAM\NG NOTE ~ l~ FOR. 'PAt-l SIZE , SCt'tt:ws "-'EeOEO (T""'P) 350 OR. "00 OL" - 20 GA TOP Pl."'TE tr"(p) ('2.) 350 OR "00 cs- 20 GA BAC".TO.BA.C~ STuOS @ 5:0" D.C.. ' wI GlRT j .015 G~.5 SlO\Ucq OR -Z:O" O.C. STUOS (MA~) WI 5/eHQ'iP. 60. T"iPE "~H ('T""'P) ~~ql ~)~:, ~~ . Of ...... (bt,; \~o ,/"" '... ~e.q,.. ~~.j) /" ~"'~ .....~L~ o~ 6t- 4-' ~ q~ ~ ..J~ Q ./ ........, "'l"o <> c.)...~ ~o ....q') / .: T. c,":># ~~o4- ? ~~ L"" ~\ t . ~l_ (goo ot:#'f-OO ~6-~'<.ov L"'..J. ~'::JI ".;00...... ~ 0" ,1).(0 .....t- -<.. ~ Q":> .. c..i---e;, <if:ltlo -t\~~7 ~\ ~~\,.o"" ~tt(,,'.'> .. ....0<.":;. ~,; t~~~ ~ ......., ~O:c...q..~ ,4--~~C>\-- ~"b ~\ ~,,~~ ~ f.p~ ,0 , ~.. 0" CAt Go .. .. rer )~ ~ ,f; \ 'to ..... " ~~o 't.:" (\ 6...., _"./1- ~""~ ..":'1 ~ \ 0 ~ 'V ~ ~~ ,/ .. ,~ ~.. 'f,~ O(J.. 6-'" ~ ~ ~'C.. t....r- -<.O"""c. ~ ~... ... 0 9"(f".~fQ.. ,'b .,~...O 0.4"'"'" ff>.~'~ ...(' ~~ ('(~ .L(,~ ~t-..! It' L~ ,~ , ~...~ ~.. 'qp 0 -yo- "p" If .' ~O~ ~ .. WO~, ~<> ,;,0 @~. " ... Q.. 0'" yo. ~ ~ co ~y. .........r~ '*-'~O 0 flOO~~-<y..~ <I-~c.~t(j,<t, .. , / 4- @. '!i,~ "" ~ ,/. 0 o-<~ C;; ~O~\)~ 1Jf? 0" O~ ~v<;) ~ .)..~ "'" ~ _...~'4- .,.<1- ~~ ~...... ' .q... (..0 ' /~~o4- / 4'. COWC.CSLA.~ (1'YP) ?50 OR'. (QOO DL"t' -20 GA 6A.SE P\.A.'TE ~EE S\-\T. , 1='Rt\M\~~ WOT~ ~ 8.1+2- FOR A"lC.~OR.\"Gt (TYP) ,....~O FN.QN' N.U't"~ z. ~ ~ \ \ \~ , "\ ""- ..J J ct :J,.... uJQ. 0)- Cii.... v .co g:J ~~ ~al OUJ o:;t ..tel 1t0 oU ~~/ V . :'~' ,-'---------~ '"'-________J (i) 'NTE RlOR SMe,....CR.O$$WA.\.\. CO",,~e.C.T'OWSDE."~\ L. S CA \.. e.: I" 'I 0'.&0" , \\\ ---.. --- - ..'- ___ .1 NOTE: SEE $\.\1: , t:OR. F"~TE'-l'NG CSC.HEOULES... I I I I I I CD sao&, W~\.L IlO\..\. UP Doott F~,~,~.,l.~~ ~CAL1E: Ye": I:' 0" OaT~IL. 1 certify that Lhave.reviewedthesedrawingsfor structural stability only and that the structure depicted hereon is in conformance with the design requirements ofOSSC, 2007 ed. --~ " --- . --- ^ 4->00 xes.. \fGCaA. O~ 800 xc~. l8GA OR \1.00 X~cs - \4-GA PURLlN ('TYP) I I ,... - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - _.' t All construction requirements of OSSC 2007ed.shall be met in erecting these structures., "r-SCREW PlAC.EMEWT I @ PANEL EDGE ,0 1'OP p\..A,e C:T~P) I I ... L:..t (U\-").OI5 GR.'!> SIO\~G 'Ht. \'2.)( 'I,," t=ttAMERS \ @ 11.:'O.C.. (MA~) @PURL\~ , GIRT' pl.A,e (TYP) I .. o Jt) T . . . . . . -- - - ----., . " ----- ....---- 158 0\.1' -ZOGA GUt,. F\..ATE\.l E..C,-, ENO 'TO \ f.'1T BE"W6E~ CR,OSStVl"U" BAc.v..,:ro- 6~C\l,. STUDS ' '11'-- 1~ X If,," J:'1t~MEttS @ . \'t I' O.C. (ti\A.~ )'(1''(P) -~ .14- tlIt'2 )( ~c: WjWAS'KEV- -S\D\N~ . \4.~ J/~' TEK W/WAS't\ER. I 0)4 R.OOF\NQa ("~P) BUT I see s"',.. 1 FR"M\~G '-lo,.e I ..c 11 t:OR A\.l R.OOI='\\otG Sc:.~EW'S. UI ..J - 10 ~-_-_._-::. -=--.!.- =--:: ~=-_- ::!: =-: ~..-- =- ":!:: :: ~:! :: -= =- ~:-::. :.: == -_-: crt - tJ .c( :> I I I Date Received: SEP 2.4 2009 Final SUbmitla1tl:L- , j I,I" I ',I~'.t. II .,oI,"I"'~, I j'f - '58 0\.1'. ,OGA. BAse Pl.A'TE '11/*..2. 'I.. yz." ~~~ME~S @ t," O.C. (M~~) ("r<p) SEe 4$~T. \ t:RAM' w~ ,",OlE" ~ F 1Its, ~1 J...~o ~~o~ ~e~ ~ PUQ.\.. ,\4. Ot-.L sz.oo s:'\~cq ----f--------<}:---u ---t-----.. Y OR.. GIRT O~ su:nwGt (T'iP) ~8#.' . L \4.' tc ~ ..:1 ,,.u ,.. Lf ~ Ie- :Y4' Cl.EAR. (H\4t-,' P"MEL SCREW p",.taRw, \.A'(OUT O&.TA.\\. s. W NO SC~LE I I . <D T\T\.E: OETA.\LS FRAM\\\lG ,~4i~: ):::7:::', ~r~j ,,,,- KIT t KARE" C\-\A.N \.\..C \8\5 M~\N ST. Sf>R\N.<aF"\ELQ I OR.. 9"14'-' \.EMG"t'": W'O"T"'~ IE",~.~" ,~E'<i"''T~-'~. ~,...~ ORAW\~G""UM6Ei: ' \iC)(C" - lOO'-ou \'2.~ ~'\l,OOO" KC.~009-'\ I I I I ~C~Le: NOTED I APPROVE.O ~y: ").TVi: 2- ~ .. 'Z,QO 8 r:"O~~ FINAL SITE PLAN OCT 8 2009 Panner: ...i/ri!- . . .. ~, ~ L :."i.. l-- -. . . ;. 9~8" <,TYP. 10'.0.' ~A,,(\ SlOE VIEW ,5/6'--1 I- END VIEW . --- IMT.R\OR LQ\lG \TUDIM"'- WA\.\. ~1t..~!~~ DE.TA\\..__ SCAL'E: ," ~ 0"- \011