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Home My WebLink AboutPlan, Final APPLICANT 8/8/2008 ll.1~) Q<V (5 ~Ci' /\~~ ~ A.,0 X ,,' ~1;~~~<" ~ H )( H LEGEND ~/</ f),-~ 0/0 t00 (5 $~ $( .. ~- .~'\ ~0 r ~:- 0v0. /2 ~ 00 . 1S. ~ . . . .' '\(~ Jls: . /" .- t'" , ':' . " ~, -- PROPERTY LINE EXISTING P.U.E. PROPOSED P.U.E. EXISTING FENCE PROPOSED FENCE EXISTING ASPHALT PAVING PROPOSED ASPHAL T PA VING EXISTING STORM SEWER PROPOSED CONTOURS EXISTING CONTOURS PROPOSED CURB 474 ,/ " ;, n ro':> ~ 476---_~. X --I. ~-~ L----~ '---- ~ --- 473.00 473,00 f),- ;\'0' ~ X "'. ro' ~ X \RIM. 475.40. EXISTING CONCRETE / SIDEWALK t:.. ,C.:.-.~.;: '~,;,':I Y)'? ~~ + S I}Z] V) RIM'" 475.30 ,,\V)- \>< W X ~ -.I. ~; Q 0::: ~ .~~. 1>-- X \ \ \ \ \ '~ ~,? 6> ~ X ~ :J ~ Q 0::: EXISTING GROUND ELEVATION ~X ,\~. tx EXISTING PROPERTY CORNER EXISTING WA TER METER l><l EXISTING WA TER VAL VE DENOTES TOP FACE OF CURB. ~'1 /6': ~ RIM · 475.80. -II- 1II ~ 6 ~ . ..L [[J II I RIM. 475.80 / TC 475.80 / TP 475.80 TW 475.80 / - --v --v --v --v --v PROPOSED LANDSCAPE TFC c: + .EX/STING STREET LIGHT WITH ARM EXISTING ELECTRICAL POLE EXISTING TELEPHONE RISER \><<? ~ X EXISTING MANHOLE -~ <.J' '\- tx X ~ EXISTING FIRE HYDRANT EXISTING BOLLARD PROPOSED BOLLARD PROPOSED SIGN EXISTING ELECTRICAL BOX tx '0' ~ X ~ I-I ( L__~ TRASH &_J RECYCLIN~ BINS PROPOSED TWO CHAMBER CA TCH-BAS/N RIM ELEVATION \ UJ. \~. ~I TOP OF CURB ELEVATION TOP OF PA VEMENT ELEVATION EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.F.E. VARIES 476.1' TO 476.5' ~ ~~ ~~ 'W . X ; to <0 F X r\V:>' - ~~' / / F I ...J / 1>--~ ~\ X r 0~~ o ,/ RI,?G ~ DIRECTION OF SURFACE WATER DRAINAGE ~) o X RIDGE LINE ~. 4.?], . _t I TOP OF EXISTING SIDEWALK ELEVATION /, -v'\./\.-4- ..... --.J (J1 PRIVATE JOINT -USE ACCESS AND PARKING 2 EASEMENT ---------- ~"'~ PROPOSED CROSSING '\ \><- tx'\ X ~: OUTDOOR EQUIPMENT STORAGE AREA /1 c I / I f~ I 'X r ,... () ~.,,, '\/ ! /01 ./. /./'" ~L9SE~li UCLq$E~l (~ 'f_'..( /' '--1 (5 x55 t i8.5~55 ~ \\, '( / 6>..,., I I ./ '0.\ 1'/" ~ . -'-=!l / - ~ ~)"/ f 'X/<: r OFFICE ~Q~fb ~ ~f<X X ~ 15'x9.75' '<9~..>: BREAK I ~X414?> ~ . ,,\/Yy -, '~q;= CO~~~~NCE " / '9tf. Fli!CE I BA THROOM- ~ %; f6251x43.5' - ,. ~ / "><z5~' b --=.~ 811 : ~ - J' ( )" ,. ~ - HALL - ,. " ~ ; ::J I //, /~0 -.. RECEPTION / ,. .~ \><':\\ <:=J l!l I Q> ~~~~7(~XXX /XX; ; ,<>-S~/ "C ""~ ~ t7fi\ /\ ~I X0S0 I ,,0' ~'~[Y'rf><x XX.W,(S( . ~~~::/ . .ci" ""\;: '!~,\0: / (~txX h~<? ~ .EXfSPNQ WflU( :T...q ,'.4 --- :H: 7j~0'0'0' '''''''''' \ ii ~) l-' " fa ~ 15 I:- ; TYP. /\~. ~ 'v~ / - d. 4,"./. '4 -..: % 1f>:tG / I; 0) .-- ;<: tx c:::> I ^", '1-7.6 A..:' ' "i' 4\ ,. ~ o ~ ~ W ~ _ '\ I Co '08 ~..J ~~ / . \ 810 / v ~ ~ ~ ,..Gj^ ~ i-! i ',\'0' ~ ',,'11;0 C ~ C {lo,1 r_' / -yo. ,. ~ ..... :::: ......' ~ \>< ~ ~"- ,\f( {lo,,,\x;r / ..:..:\ / / ~ ~ " 0- 0 ~" ,~, Itj ."'- 3 602 '\~ - (fl\./ v '\~' 8: ~ S; LU ~; I J ~ ~. '-- - ~- - - - - - - - - - - - // ~\<\>< I 800 ,. -,l ~ ~~ ~ RIM:: 75.60 - - - -\.-~ - -.. - - V J C --------:--~-- - ___c__ ~- -- ----- ------ -- - - 4)" _ .~ 77 "\ 603 J {\'? ~ :- 472.0~or; --J~.I: _ _ _ 47i:.UO_ _ J -L- ~.'S _ ~< _ ,"_ ~~'X ~ z:~ ~ 92<- 605 .t0ro:- 5 TYP. X "-,. ....~. ,,~ . \><<j} :.,. 41~'- 1 .L--" ~~ n ---h ~~~-- A.I.)" - ~-- -- -------r- ---:-~ _-I<. ~d-,,\ . ~t_ ~'5.50 . ~ ~"'" /'~ ~ ~ ')"o<q, ~/ ~ ~ ~ ~ ~ "'VRIP~U/NEU 0 , ~ '" . ~..,. ~ ~ ~.~ n (). t. ~ro' ~~ r--.. l~ ~~'? B1 ,r- 0!1 ~ 6 --..- -(:---" ......--A.7f;,. ..... . J ':-' ',' ()')- ~ VRIDGE ~L. ~ to - 10..)( _ ::g ~ tx 9> A 1 S ":l ill ():' .-__-/~ . . ()tx ~'\ '} reO l.U lJ.i IT] ~ a.: ~ ~57 '\~. 6 A,1€>' /-~ ,$Q" ~ ~~. gs :::> 0 o tx ~1€>'O-..J tx "'<V ~ Q... a.: 5 X Q:: f.... X X A:76'~A, ~ '\<{ 0 tx~1./~<;) ~~ t><f>476.19 l '?-@ 15 Q> 02X 8: f.... 12 ~ to :\~~ ",,<t:>' bc1 / / ~\<::>' 35' D/W ~ /2 r{o<Y /2, ~'?o ~Q) 'I . . . . . . 'l.'(~ ,. .. ,)x / ~ '\. '\. ,,'\. '" .... " , .... .... 'lc.(\ _}.:-. :'\ " .... .... ,~ , ? ~.... 35 D/W - /\ t'<) "ro :-, '- , '- '- '- ... , , ...;,..." "..." ....' '. , , , ," ... , ...' , , ... , ... ... ... ... ... \ v, ... , ... , '- ... ... '- '- '- ... , ... , ... '- , "" ... , , , , ... '-... ... , y\.\. ........ " ......, '- , ... ..." ... , , ... ..., ... "...."" '/"'><I;?,' ... , , , ... ~"~.....,..., ...." ox... ~ "1-,)x , ",,~?":l ~,(12) -\A6.<~__]y~ ,...,""...."Av V.......~,....,....,..........."........"'...\.., ,......\...\..\...$~~~~\',\\.\..\\\\\,\.\.\\\,\\\.\.~,... v~'" ,............,.. "....."............,........,....,....v"<... t< 4/6 - -4 '" _ d- . --...~ ~ __ _ ~ ~ _ -.J .. ~ ~ - - . ~2 "? "-.... - - - " . - <t- -'''~ ~ . 9J 0) . ~ V) -- ~ rof),- . ~ ~ N \) - <( {;? ",,'0' f),- I\- "" ~. -;( tl ~ ~ 00 0) '\ ro :: " <01> to... '?' <t tx )>, '- " ..... '- ..... , " '\ ..... .... '/\V)( '\: ..... .... " " " '- ..... '- '- " ",......., '- X~ " .... , ..... " "" ..... " '- '" "' " " " " , , " ..... "\. , \. '- .... '" '\. v><, ~."'\ '- k~~ t.(\ __"G ~~ \X Xl. .~ ,"\'0 >J" V \. tx 1\..1' / ~6' <0'"9-'..> ~...,......."'..................""....,.~\xy()'\:':......"...":-I\"')(""....,..."..."...~....,"""',...,""~.A."....,"""" """ '0"''''''''''<--)>> .J" D. />--475 ~/ <09 ~ Y ~~ {0' 6:...... ~_/ '0- 'Q6.0 ~'\;.G 476-,Y.--~._,-_ ('\)\..'\1 '( . /, ~ /x.... '11; ~ 'I' ...~ -..... -.--k'.(\ -<G '"t' ro ~ \\ r \J..__ /, - """ \-~ '~'" C'1y '~74- IX /1 -475- ~75 '.;: ~ '-: ~" 475 :1~' Ov..'v . 7 ,.,\)<.'(j" "t',V- --- 7' "Co' "f.;;, kt-...-...-...-=-..- ,., I - ~~.~ ~ ~__475 ,:? 475.5 . '_. b.:" C 473.84// -~\-0 475 "'" IX </..$ 474'~ 475 ~474=~"--"-- -. -'''-'''-. -.:t)' IX~. _":::::' 'X "-,.. ~ " O~'''. ,<:)..... ' '. TI \,\C\-\" , ---)( <. )< n: ;~J \ ~ -"'A75-:-.J ~ 475 8 C ~... ...- X '''-. '-... --__ />\ 1 \)\ bot ~ () <$' c 475~ ::-. - At ,~\ ( ,\ /' ..' '"I",::j Q}.'S, ~ CULV ~ 47S (,... --------- ~.. A,1-:)" bot1' "\~. '0 __\lXY -'" 475.3 d'. ~1'6, '. ~:.\_1(jJ' (j ~. {)' :1'=>' '6 X""- III '':''<'~' 475-...--.'.-----...__ -'_ ~\t< IX::>, IX -8iI- ~ ..---. ........... / _: t 0 ~ \}c !'>t ~1'6. 15.30 ,,\IX- vO 4- 10---.-._.______ ~ <(,. '1:>"./ SAN MH'~ , t ? 4 IX " ~ ---.--___ Ih. W IX- '. () ^ 0 ro 0v ,\.J <{j ~ () RfM::475.95 A1 be. (j G ..,\~'. 0 '!J:-~ I\V:>' r::........, 'b \'>< cY' '?' \x ~ <j "\ ~\ ~ ~V:>' .;\<t:>. R rl "\f-" 'I'~ ~ ~ ~~ ~ [I en. V:> ;\Co' IX X tx tx. o X .....: (J) ~ lC) I'<) " (0\ RIM 476.79 // INV. 470.29 ~ <).. ,\~. \X ,.476.18 j. . SAN MH (0' .........../ CONSTRllCTION NOTES: Cf) CD (9 CD CD @ 00 @ @ @ CONSTRUCT HANDICAP PARKING SPACE. PER DETAIL @ CONSTRUCT STANDARD PARKING SPACE. PER DETAIL @ CONSTRUCT PARALLEL PARKING SPACE. PER DETAIL @ fi57\ LANDSCAPE AREA TO BE BACKFILL WITH IMPORTED TOPSOIL \.!:::Y PROV1VE LANDSCAPING. REFER TO LANDSCAPE ARCHITECT'S DRAWINGS. @ APPROXIMA TE LOCA TlON OF OUTDOOR EQUIPMENT FOR RENT MAXIM:.!M HEIGHT OF EQUIPMENT' 10'-0" CONSTllUCT TOP SET CURB AT SIDEWALK PER DETAIL @ CON~:THUCT TOP SET CURB AS PER DETAIL {7\ EXTENO ASPHALT PAVEMENT WHERE REQUIRED~ CONBr.r~UCT VERTICAL CURB PER DETAIL f6"\ (Ii\~ CONS1RUCT BOLLARD DETAIL PER ~ CONSTHUCT COVERED BICYCLE RACK FOR 6 BIC.YCLES. PER DETAIL (18'\. '-01 INSTALL BICYCLE RACKS. AS PER DETAIL (i9\ . ~ TAPER CURB TO MA TCH TOP OF ASPHAL T. CONSmUCT 4" AC ON 6" CRUSHED ROCK. PER DETAIL @ I C5 @ @ PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE 3' OF ACCESSIBLE ROUTE. ARRANGE DOMES USING IN-LINE PA TTERN ONL Y AS SHOWN IN DETA!L (4'\ COLOR OF TEXTURE TO BE SAFETY YELLOW. ~ INSTAL.L WHITE PAINTED ARROW PER DETAIlQ;) INSTALL 4" WIDE PAINTED STRIPE USE .t~ASHTO M-24B. TYPE N. ALKYD-RESIN. TYPE (OR APPROVED AL TERNA TEJ. TO A' MINIMUM WET FILM THICKNESS OF '15 MILS (O.4MMJ INSr At L c:~gsS\~~;W ALK PER DETAIL (4'\ -, ~ INSTALL WELL -HEAD PROTECTION ZONE SIGN PER DETAIL (7'\ ~ @ @ @ @ CON8T/~UCT 6'-0" CHAIN LINK FENCE. WITH GREEN. VISUAL BARRIER SLA TES. CONSTRUCT 6'-0" x 24'-0" CHAIN LINK SLIDING GATE. PROVIDE A. PUBLIC WORKS LOCK FROM HEYMAN'S SAFE. LOCK & SECURITY (/31 14TH STREET. SPRINGFIELD (541) 747-6713) ~ ~ \i ~y , / %' / /;. z; K,4 THRYN AVE. "\ .....: r "\ "/ (J) ~ :::r: ~I ~. <..0, f'- 1'<)1 I'<) bY PLAN N. T.8. I N 1 ~ . CO~'C. ~\..~~ ~\~>..\. ."~. ~co . ..~. _. \ ~~<::J ~'f-~~ ~\'$\~'O\'~ 40 d~~ ~ldN\ ~ !~ ,~\~ ):. m z o i= 0- (/)'~ zo . (I) 0..... - 0 (/)c -z >0 ,LaJ - o:=!!! . > ..... ~ ~ ~ o Ck: OlaJ · kt:::~ . ~V)...q:o:: ~Ck::2: 0 , >~~ ~ ~Q:::t:8 · · ~ ....... lLJ - ~t--U ~ L;: -....,J ~ r " I- '<( ....... "-J I- :t: ....... "t ~ ~ a... 0 lC) Ck: a tr) () to 0... Q::: ~ V) t-t) V) a... ~ ~ ~~ C-q: ~-J ~o... .. ~ :2; ~:z: o~__... i=::2:a.. 0....--...__... 02>0:: u~1--- ~o::V) Q . a ~ Q 0 d ~ O)~ .~ ........ CObD cP C')d t o ..... .... I M ::s Ql) (OcP 00 ~ ""'~~ . . ,..... r- r- ..... d ~ ~"-"bD ""'......d 0 Q) O:>~cP ~ Q) .o..c= .3 ~ '-"(,) d~d M . ,..... o as 0 ~ ~ tlO J::.. M Q.c flJ ~ cPcP ..0 d cPMr-(I) as ~ MO C') d M ~ (0 ..... E-4 t"j oo";oS . ..c='Q)lro flJ Q ~..... (0 as :=bDl!..c= cP ~ M rz..d"-"(,) .a cd .C ...... d ~ o ~aS (,) ...... ~ M ::s ~ C':) fI) e..o b ~ 00 . ...... . .... ~ . .... t) DATE JUNE 2, 2008 SCALE 1 "=20' DRA WN JLB BY DESIGNER RF CHECKED BY PROJECT NUMBER SHEET' NO 1hl.ss~l-r~~ c'~3.n.e~~ ttM-t"L4; wI CoA) 5 OF 11 SHEET(S) RF 07-194 ~ ~ ~ B: ~ >- (,) ~ Cj ~ co c c C\l 0.. C) c C\J t;5 flJ ~ .~ C) ifj ct: Q: us ~ C\l ~ ~ ~ ... :-4 ~ CIj s ~ g..0 ~d ~ -./ '" 0 ~~ ko/ 'if- 0 0 ~ 1<:>~ )( ~ ) (-<SJ r.. '0' 'Z",;~~~<.,~, ,,,',,,;,,, ;~'",",,, r:z;>,; ,," ~0 <>v<? 0vo t00 ~(j -473 .... ,~.,_.,,;(-. -'- .,j<-.iL~.\ 4-7 ~, .~ _ H~ \x .;:.. V:> . ASPHALT PA VING l'iOH SCD'l''l' CARV~'H S1!HINGl'~~iLD, OH~'GON .; ,,/ /.; /~ ~ tx X <~ ~~ ~'O. Y:~~ ~~00 X ~: ~v / I .; ! '" ; I / / .; , / ; ~ I C )( ~ ,/t0~' j ~ .; ^ RIM=475.10 'V ~ RIM=474.70 I ';;: L / ~ L /"" ~ L~-?.. ~ ~~~~::J.: ~~,_V .; ~; ~ . ~ i'. iO, .. ,: ", i, '\. '.'., 'I 'f. l..',I J" v X ~ .. ~ Da~ )6: ~ .. .. , , ,." - .;. ,;\0\.~.r :y / r ?gff~. .~~ - BR;AK / x?< f ; \ I . . XV I ~= CONFRENCE EMPT .' ;X4-14- i5 ' - ; - ~'/ - - , L oQ ROOM R90M x( ; ; ~\x. . .:~.( .F.~E BATHROOM-.-A. %: f6.25'x43.5' 20X43.,~.~ ; X r !: /'>(15~ HALL / ~ ./;. j :<~~<0~",,~~~CE~,TlO:/~/fe5f.F19~/I'/'~'/'0/R</~-)<.'~: ~G / /~ \ " , "\ <:::::J C ,. X~O F 'y,,.x,,,, j)f,Q' /X" / / >0 ' <0 / V ':./ a, I ~ ; .;,,\\x. ~ >:l~~/~' hZ';<)// riY x/ / >< ~/. X X '. ; ,0:;;">,// - ..:.\~~: ~;\.' ,. :!..~.~ -:\ro":- '. "., . ~/ . , Xx X.::\~' \x!J;Y/?.S..".. ' ," {" ~ ../ . ./, ' (, ../\x'\~ X ) .j' ; \>< V> ,,~.<? r ,fX/SFN(f. W~LK " '<1.'.4 ..g7 ~. '"'' '" " ''^' ~ . ~ ;,' B!-U~I-" ',\'0' t:. \(<:V . ~... . 4,,/. '4 . =~/ I ~ / c \ I .,'~ /. . ~ ~ ..- ~; \x c:::> "\\>< /( c"f./6,.ja /') ... . /. / / ~ \ / r o ~ ~ ~ .;,~_ ~!!IVC C "ro' CI ~,/ ~ ll: ~ ~; ,,\ t.:::'--. ~ I ..c q, / !' ,\'o~ ~ ~ ~ i;5: ~ RJM.475.60 ...J "-../. y~ -47400 - - --r-=-\><~ - - - - - - - - ~-- \><~ - - - - - -. - - - - -- )- AV:>':::- - - -; ~"<Z/&'_~ <:=J ~'O: ~ ~ I . 473.oo~'. ~; ,;\ . i<'.". "" X" ~.OIJ -113.Oll.-;":, - - ,47it.OO - - -, ~ :< 1< / / '~" - y~ - - -11- r ,-fr~ - ~, - - -;l'o:"" - - - - - - - - U - - - - - -~... . 'o;f.~ ~~ ~ ,,0 ..~~ ~.. .. .. 41~~";" .. .. .. .. ~~. ill.\ -. -. 1D.()J./-~-_/>'-- ~'.___/" ~47: . .. . .. :-'1,!i~~~_"-,-:.. .. . "'. '" .~)~~ fi,-/~~~ ,;\0' Q.. 0.: ~ ~ 6 ,., _ .~~6"b . ~\ ~ 0.: X ~ i'... X X A .. /A-! b~ '\~ . 0:: i'... <0 479 . - . .... SJ ~1"",/'---~-~ ~476,19 C) a.: <? b,1~' // 1~'P J- .35' D/W ~ . 'O<JJ . ~, ^,<ocy~ ;\;>0 , ..... .(f:c1. ~.... ,)<. . . / t>< ~'\'\"~,,"I\\\\\~4.~~~~"'''''~,, ,y ~t 35 D/W -, , ... ... ... ... v<. ... ... ... , ... , ... , ... ... , , '.'. ... ... " ,... , ... ... ... ... ... .. ~.. ... .. .. .. , .. , .. , .. , , , , " , , , .... , , " .... " ....' " ... , yo,,", .... .... ... ... ... ... , ... , " "'<>~" " ,,,, .."". "><:/./.6' ... , ...... .....,..."..,.......,..,...,,,,, ,..../'.. ~ " \. " \. , , ... , " ... ..." " "".'" .., '\ ' 'lV\ '\ '\ ': '\ '\ ... '\ 'r \' '\ '\ '\ ' \' \' , \\'" ,)x <0"" . "-.. <5 ,'" , , , " .... " , " , "\'" ... v ~>6 ' , , , \.. ,... ,......,.... , ...., ... ... ... ~ " " " " .. ...." .... " " .... " , " " " .... '\ " " '/, ~'o -4.. ~1;>6~ IAr::.'::~E~Y~ A V3. '0,9 _' io~ f") - "--.... ~ 't V) >.> <IJ~ ro<).. ::; ~ <)f),- v..::::,v 'O;.-\:) c{;- - ~ ,,:>'" ~'? '\~' f),- rv ,{,ry <;:, ~ '- /\ro' ." G q> to . <'0":- ~\'O. '. '" ."ro' <t ~ >?, .. ...~ " '. '\ ' , ........../\~~ '" .., .... .., '" "'~'"'')(::.''' ...... ........ " ... ... , , , , ... " , , " ... " , , , ,.. ... , <q-- ~ :\ ""-<:1 .. k... , , " , .. .. " ,....,,,,....,... "lx~O~' " '" ...." "''''<0.... ... ')('...' " , , , , , ..., , ...~, ..., "...., , .. ..." "... ""'" >(.......... ... ... .... ... , " , " ... . .... ... " , '.;(()....., " " , " ~l,tx /.j' 'I' \>< \:) 1\ 6' . (0 ~ ~ '>0' -;;;r~ 0 --- :\;; v 476 ~ -.------:--..... 0"--'" J: \>< \ /, ..j'o. '~475 ~~. \><. )/ , -,f '\ .....,..... ,,_~.-_.9"" (;0- 416. t' ~ \\ r <:1-- -' .--......_~""'" Y"'-+-~ .~('~:-. 'Ill "\....( 7C; '" ---~--rov- 6'-7 " v 1tl.-. ~\.) ""':-< ./V j .,\V CIy 474-.- \>< /'( 475 .4 v ~ '0.'~ "0.4-75 475.5 475 b..., CO 473.84 /' .~-:t:~475"'~. \>< 4./<{,.S ~'''-'''-'i14=-:'''~ 415" ~4?4=-~~-------~1.- -~ _..-- ,~. ~y t><'\t><)~ -- _~ X"-> . 47'5'--" <0 8" C01~';~"'-'4:~.ht'~~~---_... X<::>...-...-... X .-.---__....._ ) I . ~\G ----/\ ~^,c.L - '" ~ 4/5 :I.,., .....X" \. \ Kj- 470;5 Qi ~S. <:> CULV~' ,475 ~ () ~--_:.__.__.___ <)., 1-:,:1 \) be1be9 ~';J. <:5' \><-:--J 475 4-f'6.3.4l ~ . ~.16.\ . . . ~0 '. U"\~. I-{-> ~1<b' "1S,S -t.()l.II~.:-O~ 475, ----==:.::::: ---"~'''-476--"",-_._ '\ Ix' f>t to ""~ ~:- -LI-- \ \; , .______- '-.. /' : <1/ () tx "" ~ I 41 S....J ~" G ~ .-;...-___.-:..... \x ~ ~ ~ ~ SAN MH. () X 0: 6' & <0 ~'v' /\~ <<0v ~k () RIM",475.95 A:1!Jr. () G '\ V). .::... '!<:-~ 1\ <r.J' [t <M !b tx -$<" ~ ~ ~:./ ~: v ~\ ...... r"'l ~ 0 !V f ~ ':f: ~ r-rl ~ l:'-(Y1 ~ [;1 rfJ. be 1 <::> ::> ,/ ,. .1\ ,. ~~ ~ X ~<1 '>6': "P<~ to X "\ tx. o X "\ tx. ~ X \>< \><. ~ X t i 111 (;; l:i i ~ 8 i ~ w :z: III g ~ i ~0 tx~cJ ~~ )(",-0 ~{~.,~, -- 01...Ji ..,;1-. . / IX ~ ~'\ <:J /l(1<J' r 6.0' CHAIN LINK FENCE '" ~<<./ ~ 80 :\<i)',::-/O ~. 0V \x0~~ 00 :\0 " /"" ... _ H . ill.:;'; ~ ~ )( . H -....- ~'.t.-- o 413 474 ~4E.., fv .& ~t> 0v ~~ ,(",0 ; <:> )X ~lx'\ I eo';J to -----476--i. '. X /~-"\.. . '. /- "-. -...................... -----4..,. ,'6~,.... ~<? ~ X X ,\ ~. ~ '" '" -----. .,,"" " ~-~ . //,/,,/ ..:< " rx1<((' .;[0' 'v. /// ~)// ::< .;:-. ~ . GENERAL CONSTRUCTION NOTES: 1'>S~ A. ALL MA TERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WA Y OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "ST ANDARD CONSTRUCTION SPECIFIC A TIONS". IN ADDITION TO THIS SPECIFICA TlON AND PLANS. B. ALL OTHER IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIAL TY CODE. PLUMBING SPECIAL TY CODE. AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. C. LOCA TlON AND/OR DEPTH OF UTILITIES SHOWN ON PLANS IS APPROXIMA TE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR "POT HOLING". THE "ONE-CALL" NUMBER IS 1-800-332-2344. D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINA TlON WITH UTILITY COMPANIES ON THE TIMING OF INSTALLA TlON OF THEIR FACILITIES. E. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT. THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWA YS (M.U. T.C.D.). CURRENT EDITION. AS SUPPLEMENTED AND AMENDED BY THE OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK. "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES" - 1997. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. F. THE EXCA VA TOR MUST COMPL Y WITH THE PROVISIONS OF O.A.R. 952 G. ALL SANITARY AND STORM SEWER CONNECTIONS TO CITY OWNED EXISTING FACILITIES (PIPE. CA TCH BASIN. MANHOLES. ETC. ) SHALL BE INSPECTED BY PUBLIC WORKS MAINTENANCE DEPARTMENT. CONTACT DENNY WRIGHT 736-1010 NOT LESS THAN 48 HOURS PRIOR TO WORK. H. SPRINGAEW CITY' CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO. ALLOW POSSIBLE TCI CABLE INSTALLATION, I. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE PRIOR TO BEGINNING WORK. J. ALL PROJECTS SHALL COMPL Y WITH THE AMERICANS WITH DISABILITIES ACT SUCH AS INCORPORA TlNG DESIGN CRITERIA FOR HANDICAP RAMPS. MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS. UPGRADING EXISTING HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING. AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND MAILBOXES. K. ALL' JOINTS BETWEEN EXISTING &: NEW ASPHAL T PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK-UP. L. COMPACTION REOUlREMENTS: SUBGRADE ....; 95% T99 CRUSHED ROCK - 95% T180 ASPHAL T - 90% RICE ~ '0' to X V,) X <0' ~ <J~ o X RIM'" 475.30 ~~ ~ X f),-f),- \><~ '0 . '0 . tx\>< ~\ ~? 0 <::::>0 / '0' & ~ \ ": ...... '\ ... ';) 'l.... \ ."') ~ ... ~ "\~' " ) ) ... '~""~':l' ,'\...... \... ... ... ... "I...... \" , ... ... ... ... ... ... ,.... /. \>< .; , X V '\,,' 'X) 3<><X'" ....,...;,\ , .' /J'-, / " /v ' / ... /'>\.7; : ><~XX'xV '>X"yVy' / /x....; , / ....../>\.; '\,,/....../ / / '... /V ''\,..,/ >(>< ~ , \x <0' \X'\ X ~ RIM. 475.80. \ \ !:, 0) \ \ ; \ ; \ ; \~ ~. <0' , ~ ; \) ~<o. \x - 6.0' CHAit LINK FENC . .') /\'0' \x X <9'~ ~.x/. /.; / " ; " ;; / ; '''...; / . "..." ~.. ; . .; /.; ~; :) ~ /><..../.; /~ " / .; ,~ ,1 \x ;\'0' \x X ~. ,,\<0 . \x X . , ,- r EXISTING BUILDING TO REMAIN /7.280 SQ. FT. 90' X 192' X 26' HIGH "- F.F.E. VARIES 4761' TO 476.5' -~ <0' to X :~ c ,-, :1 7' -: to. :1 PUE *'- ,- , -, _Y:> ")' to X X CO 1)' - o \:) '0' to ~ --.J (J1 OWNER APPUCANT ::1 ,- :l " ~J CARVER FAMILY LTD PARTNERSHIP 10709 SW HERON CIRCLE BEAVERTON. OREGON 97007 BRANCH ENGINEERING INC. RENE FABRICANT. P.E. S.E. 3/0 5th STREET SPRINGFIELD. OREGON ; . ;J DESCRIPTION TAX MAP 17-02-30-43 TAX LOTS 6400 & 640/ JaISTINGUSE WAREHOUSE BENClDIARK DATUJI CITY OF SPRINGFIELD DA TUMr 37th ST. & KATHRYN AVE. N. BOLT FH. N. SIDE. ELEV-477.28 ; ~ V:> ;r '0- , t ~\ ;. <1. X .; .",<0' , tx ~ .;K , [. ; .. I ';1 RIM-475.50 l [ ; f CONTIGUOUS OWNER~l1d TAX LOTS 6400 & 6401 STRD'l' ADDBBSS 3654 KA THRYN AVE. FLOOD PLAIN BASED ON MAP NO. 41 039CII 61 F EFFECTIVE DA TE JUNE 2. 1999. THIS PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN. S1ZB OF DBVBLOPJIBNT ARIA 52.715 SQ. FT. ZONING HI - HEA VY INDUS TRIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET. ON THE NORTH. EAST AND WEST OF KA THRYN. THE SOUTH SIDE OF KA THRYN IS LDR LOW DENSITY RESIDENTIAL. SEE VICINITY MAP) HI - HEA VY INDUSTRIAL (THIS INCLUDES PROPERTY WITHIN 10.0 FEET. ON THE NORTH. EAST AND WEST OF KA THRYN A VENUE. THE SOUTH SIDE OF KA THR YN A VENUE IS LDR LOW DENSITY RESIDENTIAL SEE VICINITY MAP) ;f JlBTRO PlAN .DESIGNATION TRANSIT. FAt,J.J.JTIES THE NEAREST BUS STOP ~ LOCATED AT 28TH ST AND OL YMPIC ST. SOIL TYPES AND lrATBR TABLE: ................ (76) MALABON-URBAN LAND COMPLEX WATER TABLE IS GREA TER THAN 6 FEET. BELOW UNDISTURBED GROUND SURFACE. (79) MCBEE SIL TY CLA Y LOAM WA TER TABLE IS 2.0 TO 3.0 FEET BELOW UNDISTURBED GROUND SURFACE. TIJIB OF TRA. VEL ZONE: THE WELLHEAD PROTECTION AREAS MAP ILLUSTRA TES THA T THE SITE IS WITHIN THE 5 YEAR TIME OF TRA VEL SOLAR STATBJIENT NOT APPLICABLE. - NO SOLAR REQUIREMENT IN HEA VY INDUSTRIAL _ :'W 1'-:.::) Cl.. <0':> .;,,\ ..../ /, - (0\ /"- ~/ RIM 476.79 /' INV. 470.29 r.476.18 ). ~ SAN MH (0; ,-/ ~ ro~ to S;II :!2 ~ n n OL YMPIC ST ~ ............. . .......---.. ------. --- --- - ...... - - CI) Cf.) J) ;; J) :/ 5 11; ~ ~ ~ f'(') h=5 ~ ~ ;,; ...... C/) :!2 lO If'(') ZONING H /- HEAVY INDUSTRIAL L D R- LOW DENSITY RESIDENTIAL 8 . APPROX. L TD BUS STOP LOCA TlON VICINITY MAP SCALE: 1"=1200' BlJ.u..DING CODE COMPLIANCE APPLICABLE CODE: 2007 OSSC 2003 UFC CITY OF SPRINGFIELD F-I BUILDING AUTHORITY: OCCUPANCY GROUP' SITE DATA TO TAL AREA ....... .... ...... EXISTING ZONING.................. EXISTING USE ... . ............... PROPOSED USE. .. ............ ASSESSOR'S MAP No............... TAX LOT NUMBERS.... ..... 24.947 SQ. FT. HI .. .. .. .. . FACTORY . . . . . . . . . . . (F -I) .. . .. . .. . . . 17-02-30-43 ... .6401 oITB COVBRA.GB TABULATION TOTAL BUILDING AREA. .... , .. .. . . .. .. . ... . (ALL APPLICABLE TO PARKING REQUIREMENTS) VEHICULAR & OTHER IMPERVIOUS AREA ......... OPEN SPACE & LANDSCAPED AREA. ,...,.... TOTAL AREA ADJACENT Sl'I'E COt'.Ir.RA.GB TABULATION . ./ 7.340 SQ. FT. 34.866 SQ. FT. 509 SQ. FT. 52,715 SQ. FT. 33X 66X IX 100X (ALL APPLICABLE TO PARKING REQUIREMENTS) VEHICULAR & OTHER IMPERVIOUS AREA _ .. . .. .. .. . .. _ ...... OPEN SPACE & LANDSCAPED AREA . ...... SWALE AREA lJ. DITCH AREA . .. ........... TOTAL;f.1REA . . . . . 22,877 SQ. FT. 138,/77 SQ. FT. .. . ... .4.038 SQ. FT. 165.092 SQ. FT. 14X 84X 2X 100% PA.RJu.tvG REQUIRED: OFFICE AT 1/300, 2800 8Q. FT: 10 SPACES WAREHOUSE FOR MANUFACTURING & ASSEMBLY 1/1.000 AT 14,480 FT2 "15 SPACES TOTAL REQUIRED: 25 SPACES TOT AL PROVI.f)~D: STANDARD SPACES' ACCESSIBLE SPACES: BICYCLES' 1/3.000 FTZ. REQUIRES 24 SPACES I SPACE PROVIDED: LcJT It ltuJ:, QUAl\l:l."ll:LliS CUT: 170 CU. YARDS FILL: 0 5 LONG TERM I SHORT TERM 6 LONG TERM SHEET INDEX SHEET CO SHEET CI SHEET CI.I $HEET C2 SHEET C3 SHEET C3.1 SHEET C4 SHEET C5 SHEET C6 SHEET AI SHEET LAI COVER SHEET EXISTING CONDITIONS. DEMOLITION PLAN TOPOGRAPHIC SURVEY SITE PLAN UTILITY PLAN DITCH GRADING & UTILITY PLAN GRADING. PAVING AND STRIPING PLAN CIVIL OET AIL S CIVIL DETAILS BUILDING ELEVATIONS LANDSCAPE PLAN SHEET I SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET II ( / " DESIGN TlSAM ~ RENE FABRICANT, P.E., 8.E. REX BETZ, P.L.8./C. W.R.E. . e-mail: rene@branchengineering.com e-mail: surveyor@branchengineering.com BRANCH ENGINEERING. INC. 3/0 5TH STREET SPRINGFIELD. OREGON 97477 PHONE: (54/) 746-0637 FAX: (54/) 746-0389 DA VID DOUGHERTY, LANDSCAPE ARCHITECT e-mail: davidd@dladesign.com D.L.A., INC. 474 WILLAMETTE ST., SUITE 305 EUGENE. OREGON 97401 PHONE: (541) 683-5803 FAX: (54/) 683-8/83 , \ U'l'llJTY REPRESENTATIVES .~ REPRESENTATIVE PHONE (54/) 342-3661 EXT. 8376 (541) 744-3707 (54/) 744-3715 (540 484-8507 (541) 744-3756 (54/) 726~3665 (54/) 736-1010 (541) 726-3665 UTILITY GAS (NW NA TJ ELECTRICITY (SUB) GREG STIFFLER ED HEAD TONY TALBET HERB SUMNER BART MCGEE STEVE GRAHAM DENNY WRIGHT STEVE GRAHAM 20 GRAPHIC SCALE o 10 20 I I I 40 TELEPHONE (QWEST) WATER (SUB) SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIVATE) STORM DRAINAGE (PUBLIC) FIRE AL GERARD .;.:. at z o i= Q. ~ (/) 02 z<.> otl Vie -z >0 LaJ- ct:~ > LaJ a:: .;j ~ o I .. 0::: o · l&-~laJ --> ~ V) ~ 0:::= :c: n,. ::z: 0 I--- -- '-'- ).... Lu ~ ~ 0::: .. lLJ ~ 0::: :r: =l ::t Ld ~ ....... la..J V) -J ........ U :<( ~. · · ~-J ~~~ ~ n; :<( ........ "-I . i:: ---- b:t........ ~ ~ = e: Lu Lu 0.... 0 Ll) 0::: ~ :::::. d(J}UtOo.... ~ 0 &: "<( V) N) V) ~ <..> . <:..> ~ ....... a tlD o d Q) ~ .~ a:> tW Q) ~ d I>- o 'r04 r... 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EXISTING GROUND ELEVA TlON + ~ EXISTING PROPERTY CORNER (J{] EXISTING WA TER METER l><l EXISTING WATER VAL VE c -+ EXISTING STREET LIGHT WITH ARM rn EXISTING TELEPHONE RISER /( -; \ \ ......../ - -6 EXISTING MANHOLE EXISTING FIRE HYDRANT EXISTING BOLLARD . ~ EXISTING BUILDING lEJ EXISTING ELECTRICAL BOX BENt,t1JIlARI{ DATlJ.If CITY OF SPRINGFIELD DA TUM: 37TH STREET AND KA THRYN AVE. N. BOL T OF FIRE HYD ON N. SIDE (RECORD ELEVA TION · 477.28) NOTES THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF UTILITY LOCATE MARKINGS. FIELD LOCATION OF SURFACE FEATURES AND AS-BUILT DRAWINGS. INVERT FLOW LINES SHOWN HEREON ARE FROM FIELD MEASUREMENTS. NO CERTlFICA TION IS MADE AS TO ACTUAL LOCA TION OF UNDERGROUND LINES. TAX LOT 6401 '" '" J~ ~~ ;:. r 6' CHAIN LINK FENCE ~-" -><if "1.1 to :1 C).,. tK , 7?i 1547 4,-" :~--""-----~-->-'----"-:'=--!"'~4 7 J 1 fi, ill ,:-----;:.........:~ .- . .l<. F.. A. 7:..,. 169.94 rJ,~ ~ .X ~ 474- ' fo' .1 ~~ ~ k ~ ;:. ,:>' X ~ ,. --.....,. ,. 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BETZ , -2606 .p' EXPIRES: DECEMBER 31. 2007 .r ~, tK~ ;:. ~~ Xc,~ il XI '?() Q:)' ~ ~ Branc~l Engineering, ~nc. ~ 310 Fifth Street Springfield~ Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying Date Received: JUl 2 4 2008 'J >^,:~ PROJECT No. 07-/94 C1 1 Final Submittal . SHEET(S) _ ~ No.07-/94 TOPO.DWG 3 OF 11. DWG. ~ 1 Ib) ~t>< 0' ~ ~'~~\"""""',~,,/ }-;. 1 ~ 75' 169.9' r6.0' CHAIN LINK FENC:~~$S " / >< .,. " .,;AJ.2.,.,,' _, " " .tI,~.. _ Jti. - -''', ' '~- ....tft" ...;.. --"""..- "v -,- .:-~. \>< ",,<-j' \x .. - - ~<v '" ,0 ~~, tx~ 0~(5 \><" S. X,,0 ,,----..)~" '<.0~ ~{ - '~~1vJ~1~~-- gV f),-'? 0..$5 ~s. ~{,0 _ 474 ~0 <);? 0v0 0~ (5 ><~ .'~ . '\, ~y .dx N 1 473 ,.4.:7l:: ;, -- ~7i I~: 4 7~: - .._IL.I,,,,,.. .l..\ ... - 'J u ;..... "' o ~~ ~ X ---4.76- (()':> to X -1~//~ , . "'------. "---- 4. 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I (f) .~ <0<); ~ \X '0' ~ X ~'? to X - 6.0' CHAIN LINK FENCE r-, L_~ TRASH &..J RECYCLING BINS r \ '" <I)' \><~ " ;( EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x /92' x 26' HIGH F.F.E. VARIES 476.1' TO 476.5' -'\ ,\k tx X ~ <:S ~ '? I\~' tx X ~ "\~- . tx X ~'" /\'0' G tx <) 0/' \X. ,,<0' \X x: :1 ,-, :~_ T~_ , =- PUE :-1 *:=: .po. --.J (Tl () .,\~' tx f-... ~ :~I '-, :1' ; ;f '\ \><' o X "'. .r yo ;-. ~y ~ )( RIM=474.70 ,~~. " :I C :2 C .. .) ~r ;1 '0<:1' , "\ '" \>< ~ ~r ~ RIM.4 75.50 : J ~ k ; j "', )f ICLOSET u' ~.5'x55 ~ b<s>~ Ll c~~_ oa %- lfCLOSEf/' p8.5'x5.5' . .. .~ (0' ~ X :-< if i'. )( I _ , c tx k \X-'\ X ; ~ / \ ./ \ -~ ; I "!~ '0 ;\'0' \>< )(- LEGEND -- H H " " " ,- '-. , "' ..... '- " '- '- ,- '- " " '- , '- '--'- '- '- " " '- '- " 17~,ao 173.00 1"1 ~ '.' 1'"' [}t1 I><l TFC c: . -II- IlJ ~ 6 e [[J ODS 'M ~""'~ / (0\ .RIM 476,79 /j INV. 470,29 :i <( IX) o ~ ~ IX) o o N ...... Y) N ...... '" W l::: III N U .;. ~ '" vi ... w w J: III -1 :> U .,. '" ~ o ./ ~ ~ u ... 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I- :t ........ ~ ~ ~ a.. ~Cl.Olt)a:: ~ ~ (5 V) U <0 a.. Vl ......... g: -<( V) N) V) ~ V) .. . Q ~ ....... a o Q)~ CObD C':)d o ..... I M <oQ) r-~~ r- r-.1'"4 ~"-'bD r-.....s:: Q)~Q) to,d "'-"0 d><:d o<<<S <4oJ bD r:.. M Q)Q) ,.Q Q)Mr- MO C':) d <4oJ <0 ..... fI.)~os ,dQ.)ll'1;I <4oJ.1'"4 <0 Cd ~~l!,d r:..d"-'o ..... ...... d OM~Cd ..... ~ to M C':) fI.) ",-",.Q JUL 2 ~ 2008 .... b.V ~ . ...... ~ Q) Q) ~ . ...... t:d) ~ ~ ,.c:= Q ~ cd ~ ~ e DATE JUNE 2, 2008 SCALE DRAWN BY 1 "=20' JLB DESIGNER CHECKED BY PROJECT NUMBER . SHEET NO. C2 RF RF 07-194 4 OF 1 1 SHEET(S) Final SubmIttal ~t(j;"'~'i - bD d .~ Q) t ~ fI.) . d o :::1 ~ M o ~ fI.) d Cd M E-t . fI.) Q) M ~ <4oJ o ~ 13 Cf.l . ..... .~ .1'"4 U 0- C) ~ ~ fO ~ ~ ~ ~ ~ IJj ~ ~ ~ &: --c >- (J ~ <:) --c 0:) <:::) <:::) C\J 8\ C\J ~ ~ ~ :--4 ~ \Jj s ~ LEGEND 0.1<:>) Q<V o ~c.i' I\~i. ~ 0'<.1 A:: )( n' ~1;~~~" ~ H H H )( ,: 473 ~{v ("\ '9 0v0 ...\ v/ \>< 0'<./ -----X~ ~ -474 ''''.~' '". I>< '~. ~fi_ -- """"""" ---- fo~ ':\ -,-.----- ' . \>< 476_______ 'X 1~.~ ----. '473.00 473.00 """"""" x /\'0- \)< '@ I::, .::..: '-.~~;: '~,\. ',I -1-,) ~Y)' l><. + S I}Z] ~ry ~ X '" 0' ~ X '0~ to X RIM = 475:40 ~ ::J ~ Q 0::: ~X ~- ~ .~~ <o~ ~. <\. ~ :J ~. Q 0::: tx ~fo' ~ X ~fo' ~v~ y~ ,..' , , ~'? ~ X l><l ~ RIM · 475.80 c: + -II- TFC ~'1 /S 1II \><<? to X ~; ~/ to X ~ 6 ~ \x '0- ~ X ~ ,'\ V;) , \X X . ..L ~ ~ I-I L_~ TRASH &..J RECYCLING BINS II RIM. 475.80 / TC 475.80 / TP. 475.80 \ t.u. ~ ....1 ~ ' '~I EXISTING BUILDING TO REMAIN 17.280 SQ. FT. 90' x 192' x 26' HIGH F.F.E. VARIES 476.1' TO 476.5' tx~ ~ X ~ r ~) o X RIDGE LINE , . '. ~. 7. ~ ~0~~ IX RIDG V '" ~ ~"''''~ TW 475.80 / --v --v --v --v --v .p.. --.J ('1 ~ '\ k o X fo<? ~ X IX k ~ X / "" ~XA-143 '\ " ~.'? lX' X- I CLOSET UCLO$ETL 5 x5 ~ n pB.5'x5.5' r- f" I,.~J '" Q(: X; ~ ;' , ~ c~-~ ~~ OFFICE O~.1 / ... '~ _ ~ /5'x9.75, ,'6> \ BREAK I / / / . ~. ~~B CONFRENCE EMPT~/ " -~ X X" -, ROOM ROOM X ' / Pf!JqE BATHROOM-...A <:2 /6.25'x43.5' 20'x43.~ ~ r '~. ~' HALl /. ; ',/,,/ ""-/ , , /~' (, 0 RECEPTION /"><"X ' ; . ; (/ ~ .~ /i'1i}5X?-4'/ 'y/~f:F~GIS... ,.~ /,"-?Q/ / / (X. ; 00 ;,' Q) ; /X, ,F , . k,xvA.... X",/ ~;xr.Q.' /><. //, /';x / /' " '. ; <Q'V /' ~' . '0?t::. \ ~ " '" \)\,~.., 5. f'2' / V ~ X/" / ~ ^ / '.~' ,<:j0ro:-">..-/ - "'''H. . ~< \ . ' f "\<(;;' \X~:lxx ')<.1 ..., Xl~" XX . ~.. /... ,J<: ~~~ J '~( \). ,I~ <-:;'? 1 ~ EX/STING WALK .- T '<: '.4 '" ~ r ~~' '0' 0" "'''''''''''''' '\ /' "- (\ '. J . . M , 4 ' . .1:. 8 16 \ ,I t.:. X; / . <t . "./. '.4' ~ am. ! N ' / 41')' \ / w : "'\ tx / -/ \ 8/0 / ~{~. I -~ / : \'.) l w : tx ~> ./' ~ _ \0' \ /./ ,~Xt<. I \,./ i:~ I ~ ~ {\~ ~ ~. ,l ~ $' ~~~ -l' ~ -~.. ~d--,\ ~ <(;;. \X '=4.t0 ~\Co~ ITJ r--." ~ "0... ''0 -'\'0' \>< x- / , !.oj ~ .... <:::J~ o. 0::, ~ X0~' '/ , , , , ( -@ TYP. x C'~;. \ ~x '0' c:. c:::::> ~~~~ o~~~ ~g:~~ ~ 1-/ 0- C5~ , ~OJ.;:.LU ~ . / -------~~~~ --~ju <,___ ___,_ _ 174.00 473.00 :'. '< ~ lX' k _472.00 ! x 4 f~.UO r~:~ '\" '5 - - -rn.orj~1J..CJu:. ..;-()~- - - --- - - --"~ 7- ,\><. ~ >J- ~ ~-- -,f 41 . l,Ulaj ~::::i Q..Cl.: 'xCP o ')~ .",<0' . ,)x '"',''' """"".,,,,,,'v\ ~ l. - (!) -4 P), _~ ~~_ _ tl ~ 0) ~ () _~ ') ~ '0 l{)' ()'1..- 0-0v <0:: r{> a.. ')"' ,,\<). to'0' ~ <V ,,\<r:>' '1-> ~ ...\<0' '\ (; c:> ~ ~ :- ,\0' '" .\Co' d \>< )<"., , .. '. .. .. .. " " " .... v,V:>,.... .... .... '- , , , , , '- '. '1,-.." ,'\.~ , .... , ... , ... , '- '- '. , '- .... ..., '- , , '- , ... '::' "'" ,'0 ~ A , t-. ,.......... , '. . ... ... .... , ' , '1,-","'::"'-',...."".... ,^<I)" , ,'A, , , , ,~ " , " , ,;,\'q ...." , , , ".. , , ,,'. """ .. .. Jx:, . ., . , . '...~ ... )x ;L/>..tJ")!~' ~tx' () (j.J /, . '-!6'\ f.X:! '0<?' X'"/~~'~ ". ", 0' _',,\~-c,0~ 476~,~~-Z~ :..)\.."! -;t"lx ;\' " "'"'''''' '. .....,..... '. ~\'V-.... "'" '\...... X DI;; >---47u . ;\~' " / ;:!:'>._.-,.;p<.'\ -k-~-7 _.-:-..c,'<'- '416.'t~ ~'/ bt\\ G G --- ' - - - - -- "'-y- ";'7G- -)/ <0:- 4?, Oft r--'~?4-"._-----:~... ~ AT -475 475. ~ ~~ "~~.;:~ ~~475~ 475.5~.. _~?~'" br~, 'CP~ 4?,3.84.( ~ ;:-~G 475 ',~\'O' 4..5 *- 47;-;;:-'--i~ 4/5 '~4-7r----:--::::--- - --.-- --"- - '- _.~. ~", t~\~ ..1~ .,-"::::':' ~ .K -47t:: '0 8 CO~s..~"'--'-4'7'zt-~~.........- _." )(() ~X-____. ,@ '9'- Gn --...."/ <'{'.......n >< 4- -'0 ;;1:' to-. \ .~/- '" --' 47'O"'-:,..j 0' ~,,'" ~' '.. -... _... _.________. /.i5 A:1~.1 \)\\~1~-9 . ()/\ 0' - &.} 475~ I' 47S_3A-t-- \?"~.-' brl'6,\ ~O~) r KJ" ~~Cf>'S I\V)' 1~~ CULVS . 475 llJ _:-'0..~CJ -47: --.-------- ;\k 0~' A..<O t0k -D- \~ . ,_____ ......./ ,: <I;>: 0t>:\ ~ 0. A1D. 41S.'SO ~~00, \>< ~\ .;' <v ~ SAN MH ......--- " /, ~ 6' ~ i> N~ 'r\'=> <:<,dv' ,;:..k () RIM=475.95 ~1 hr,\) ^ / ~ 0 & /~'0~ (-. tp" ,\'0' [I <:> " tb tx ,<$ ~ ~ '0' ~:- 'v ~\ ~ r""l ~ to ;y ~ r""l $' l"-M C"-:J [ I Cf) :i c( N ~ ':"! 00 o o N ...... l'1 N ...... ~ ci ~ 0.. l'1 U ri> ~ g :z: VI -' ~ u ;; I ~ o -( tI ~ o u ..,. 0'1 PROPERTY LINE EXISTING P.u.E. PROPOSED P.U.E. EXISTING FENCE PROPOSED FENCE EXISTING ASPHAL T PAVING PROPOSED ASPHAL T PA VING EXISTING STORM SEWER PROPOSED CONTOURS EXISTING CONTOURS PROPOSED CURB EXISTING CONCRETE / SIDEWALK EXISTING GROUND ELEVA TlON EXISTING PROPERTY CORNER EXISTING WA TER METER EXISTING WATER VALVE DENOTES TOP FACE OF CURB. EXISTING STREET LIGHT WITH ARM EXISTING ELECTRICAL POLE EXISTING TELEPHONE RISER EXISTING MANHOLE EXISTING FIRE HYDRANT EXISTING BOLLARD PROPOSED BOLLARD PROPOSED SIGN EXISTING ELECTRICAL BOX PROPOSED TWO CHAMBER CA TCH-BAS/N RIM ELEVATION TOP OF CURB ELEVA TlON TOP OF PA VEMENT ELEVA TlON TOP OF EXISTING SIDEWALK ELEVA TlON PROPOSED LANDSCAPE DIRECTION OF SURFACE WA TER DRAINAGE PROPOSED CROSSING OUTDOOR. EQUIPMENT STORAGE AREA .....: CD ~ I.() f'() \. /' to) RIM 476.79 / /' INV. 470.29 _0___- -'--'~--4. ;6-- ._~.____._______ ..;-11- <o<:Y to r.476.18 J. . SAN MH (0' , / '- -" CONSTRUCTION NOT.l!iS: CD CD CD 0) o @) 00 @ (Ii) @ @ @ @ @ @ @> @ @ @ @ APPROXIMA TE LOCA TION OF OUTDOOR EQUIPMENT FOR RENT MAXIMUM HEIGHT OF EQUIPMENT' 10'-0" CONSTRUCT TOP SET CURB AT SIDEWALK PER DETAIL @ CONSTRUCT TOP SET CURB AS PER DETAIL (7\ EXTEND ASPHALT PAVEMENT WHERE REQUIRED~ CONSTRUCT VERTICAL CURB PER DETAIL @ CONSTRUCT BOLLARD DETAIL PER @ C5 CONSTRUCT COVERED BICYCLE RACK FOR 6 BICYCLES. PER DETAIL@ INSTALL BICYCLE RACKS. AS PER DETAIL@ TAPER CURB TO MATCH TOP OF ASPHALT. (8'\ CONSTRUCT 4" AC ON 6" CRUSHED ROCK. PER DETAIL \:V I CONSTRUCT HANDICAP PARKING SPACE. PER DETA!L C5 CONSTRUCT STANDARD PARKING SPACE. PER DETAIL CONSTRUCT PARALLEL PARKING SPACE. PER DETAIL (9'\ ~ LANDSCAPE AREA TO BE BACKFILL WITH IMPORTED TOPSOIL,. PROVIDE LANDSCAPING. REFER TO LANDSCAPE ARCHITECT'S DRA WINGS. PLACE TRUNCATED DOME DETECTABLE WARNING TEXTURE IN THE 3' OF ACCESSIBLE ROUTE. ARRANGE DOMES USING IN-LINE PA TTERN ONL Y AS SHOWN IN DETAIL (4\ COLOR OF TEXTURE TO BE SAFETY YELLOW. \:V INSTALL WHITE PAINTED ARROW PER DETAIL@ INSTALL 4" WIDE PAINTED STRIPE USE AASHTO M-24B. TYPE N. ALKYD-RESIN TYPE (OR. APPROVED AL TERNA TE). TO A MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MM) INSTALL CROSS WALK PER DETAIL (4\ \SV INSTALL WELL -HEAD PROTECTION ZONE SIGN PER DETAIL (7"\ \V CONSTRUCT 6'-0" CHAIN LINK FENCE. WITH GREEN. VISUAL BARRIER SLA TES. CONSTRUCT 6'-0" x 24'-0" CHAIN LINK SLIDING GA TE. PROVIDE A PUBLIC WORKS LOCK FROM HEYMAN'S SAFE. LOcK & SECURITY 031 14TH STREET. SPRINGFIELD (54/J 747-6713) '. /, 'l,_.--....~.-----..._-...--.... z~ z~ %/>> KA THRYN AVE. '.....:r '"",:/ C/). CD ~ ::r: <..0 ~ f'() ~ , ~~ 'b~ ~ '\y- N I lu!.; r PLAN N. T.S. , ~. Date Received: GRAPHIC SCALE 20 0 10 20 I I I ~ II l ( IN FEET ) 40 ~, ~> JUL 2 4 2008 Final Submittal ):. co z o t: (/)02 -z () o~ -en 0 -z >0 LaJ- Q::!!! > L&J 0:: ~ !;( o - 0:: ~ PLuLJ ....... !:::: ~ . ~ c." (J) ~ Q::: ~ <: ~Q::: ~ 0 C..q: :::>: ~ Q::: .. ~ -J ~ Q::: :t: 9 ~ 0.. · · "<( ...... laJ - ~.......u ~ ~.. ~ t- ~...... 2:: tI\ :z: j::~t- ~ Q ~- t-::X: ....... ~ ~ b:: ~ 0... ~ Q.. 0 It) a::: ~ D2 > Ci2 -, V') U CO 0... <.) ..q:......... ~"<( V') N) V) = t3 Cl. tr) Q... C . a t\f) Q 0 ~ ~ Q)~ .~ ........ a:)t\f) Q) C')~ t .... O'S:: ~ b.() I 0) f./l ~ r-~~ . . ...... r- r-..... ~ ~ ~---t\f) r-...-4s:f 0 Q) Q)~O) :t1 Q) lO,d ~ ~ '-'t> ~ s:f~~ $.! . ...... o (($ 0 b.() otoJ b.O ~ $.! ~ {IJ ~ 0)0) ,Q ~ O)$.!r-(C) (($ ~ $.! 0 C') ~ r.. ~ <0 ..... e... .l'j f./l..aos . ..dQ)lro {IJ Q ~..... <0 (($ ~~~..d 0) ~ $.! r::z;.,d.-t> ~ cd ..... '\"'"4 ~ ~ ~ o$.!~<<S t> c:Q ...-4 ~ 10 r.. ~ C") f./l ,-,,Q b ~ f./l . 1""'4 . .... J> . .... to) DATE JUNE 2, 2008 SCALE 1 "=20' DRAWN JLB BY DESIGNER RF CHECKED BY PROJECT 07-194 NUMBER r~Il.: J~. rtJ Ai 'J . ttjF 11 SHEET(S) RF ~ ~ () 8: a..: ~ >- (J ~ <:) ~ ~ o o C\l 8\ C\l ~ ~ ~ ... :--4 ~ tJj s ~ I ~ "'~ '0' ~ '-/ /" ... ~Q> ~' ~ xc}; I ... ... ..- /' /' ... /' /' /' /' ; /' ... 40.00' /' /' /' I /' , / ~ / / /' / / /' /' ./ /' , /' ./ ./ ./ / ./ ./ ./ ./ ./ "lx / ~ AV:>' I '>/ ,\ 11-1' ....:J ~ v' /'). ~' ./ to ~ INV. 41 ")9.42 ./ /' /' ./ /' ..- ./ ./ , / /' /' /' / , /' /' /' I ,,<.) v:>' o ^ I I /' /' .. I /' , i ~ $I ;.! ~ i "" ~ a t ~ :J: VI g ~ t :~ / /' /' ~ co<O ~k ;.c ,;- /, \xlx 1< ~. .. "'\ /' \>< ~I u1o.oo' .I " 1" ./ ./ /' /' 0-' ""'>J ~ "\ G<<:- ~'\~~ x<8 \ I ~ f"'v \ ...... H') d ~ LIJ 8 ~ o 8 :z: <0 ,'). ~ X .- ~I ASSUMED PROPERTY LINE NOT SURVEYED., TAKEN FROM RECORD DA T A Q> ")' ~ x ~ \::, 'b~ ~ 'yyc, GJ'b ~. 'Y-~~{(;.G for;} ~ ~ · \/ rv{(;. fOG ~ cG ()~ ~ LEGEND x EXISTING FENCE PROPOSED FENCE PROPERTY LINE EXISTING ASPHAL T PAVING PROPOSED ASPHAL T PA VING EXISTING STORM SEWER PROPOSED CONTOURS EXISTING" CONTOURS EXISTING CONTOURS EXISTING CONTOURS H H ~: )~ ~....., \-... '. ..... '. " '\. ...., " .... , .... ,. '- , ,- , " " '"- " " , " , " ,. " " " -"'-' .-...:..........--....-- 473.00 173.00 14" STM -24" STM- /\Y) '? '^ + ~ [3lJ EXISTING GROUND ELEVATION EXISTING PROPERTY CORNER EXISTING WATER METER l><J EXISTING WAfER VAL VE IT] EXISTING TELEPHONE RISER ~ EXISTING MANHOLE 6 EXISTING FIRE HYDRANT , ~ GRAPHIC SCALE 20 0 10 20 ~ I J , ( IN FEET ) <0 '?' o X N 89027'00" W 53/.75 --- .....;;... CONSTRUCTION NOTES: @ @ @ @ @ c@ 40 ..q- f"...... ~. t-: Cf.) ~ ; lO/ N)/ \... CONSTRUCT 14" CONCRETE STORM PIPE WITH TRACER WIRE. @ CONNECT TO EXISTING 24" CONCRETE STORM PIPE. SEE DETAIL C6" COORDINA TE WITH CITY OF SPRINGFIELD FOR CONNECTION TO EXISTING STORM WA TER PIPE. CONTRACTOR TO OBTAIN ENCROACHMENT PERMIT FOR ALL WORK IN THE DRIGHT-OF-WAY. (15\ CONSTRUCT DITCH INLET PER DETAIL '01J fI3\ (i4\ CONSTRUCT BIOFILTRATlON SWALE PER DETAIL \!2) ~ ~ CONSTRUCT mOFlLTRATION SWA~LET PER DETAIL \!2) & ~ CONSTRUCT DITCH PER DETAIL \!::V '(\\ WELL HEAD PROTECTION ZONE SIGN. BOTH SIDES of POLE 12 SIGNS), PER Df:TAIL ~ , ~\. tlW ~~. N /' KA THR YN AVE. "t-:/' 't-:r Cf.) C/) 2: ~ ~ I'- I'<) I'<) I bY PLAN N. T.S. <0 Ix" to X ~ (5 ~,I'~ ~' ~.1 ~& ~ ,/ /, ..... ...~ ..... ~. ,,,-,,,-( 1;~~~ o.1<:>~ )(;: !:' . k ~~ 'b~ ~ yyc, PJ () j '~~ ~. ~ f:j{(;.() fed- ~ · \/ (V{(;. fOG ~ o() c.,~ ~ f),- "\~' tx X ~~ /6': \x~ ~ X "\ ..-\k tx X "'\ tx- o X \x ;\ \>< ' tx X ~0 " 0 tx. 0'0 ~ /. <::, tx ,...,v",,<::,. )<~V1l,.1 " ".r-:.." ': ",','~'" .,..~"'~..~,,:~ >= m . . z o i= .0.. (/)02 zo at] Via -z >0 l.&J- a:: !a > I.&J ~ ~ f- <( a ). ...... H') d ~ 0::: o · lJ...~Lu ---~ ~ V) ..q: a::: ~ ~Q::~O ~:z: ~~a:::ci O~ Q... Q:: ~ -J ~ ....J .. ~r--l&J_ 0::0.. ~....t>~G:: .. ~ ~~ ~.~. ~ k:t::~~ ~:t:---. ~a..OlOO::-02 U~ d V) U (Q 0... ~ t:: t--- Q:: -<( lI) ~ lI) ~ Q::> Q... Q ~ c ~ ~ fij ~ ~ ~ t3 ct:: ~ U) , - <t ~ DESIGNER ; ~ ~ ~ ~> '\~' <1- rv '\~ ~.> '<;f- CHECKED 1;> 10 :>(, , , , , , , , , , , ~"x , , , , , , , , , , , ,{:>' , ><" ' , , , , , , , , , , , , , , , , , , , , , , , \ ' , \ ~6'~ BY ~J' 0/1' YL--47t: )~"\""" >< 47E K..... PROJECT <lj</. cly *-474~_d~ 475 X ~:~",.. v d__d_d_~ i NUMBER .5 >S' 47~\\C'?' ..), ~, -.:<--C , /, :::"...15 C. , SHEET NO Cik 1;1'0:1 1;11;. 10"'" Ci")~ <:) 10"":> -475 :::()~-v- ; C 3. 1 "\ ~'0-^' ~~ Date R~~iVed: .. 11 SHEET(S) 1;>S~ /'\ X ~, ~ ~f f}; ~. ~ lX :~ ~ \ RIM := 475.80 ~ CI) (0 ~'? ~ X ~ v:> , to X ..... a 'E ~ 18 :z: ~ CI) (0 ~ --..J (J'l 1~ / / k~1~:\ 1.- .~~. tx )( RIM=474.70 ~ , , F / / , ~ ./ ~ ~--- )( b; )(L_~ - r ~ ~ H )( H , , , ~ , ; XA-14,O , ~ CI) ,. >< ~ v 1:0 \x~ \ tX~ X txX /\~. tx Final Submittal ~ a ~ o d 0) ~ .~ co~ cP C?d t> ... 0 'C ~ Q.() , ~ ~ {I) ...... l'- ~ .... . :::=' l'- r-.= ~ ~..-..~ d " '\ l'- ..-.4 d .~ ""'" 0) -.::tc cP +oJ Q) e~.3 .S, ~ ~ ~ ~ b.V: ~ r.. ~ j t cP r:.,.Q rn ~ !cPr..r-(i) ~ ~ ; r..0 C? d r.. ...., (0 'flll4 E-t :{I)'T5oS . ..Q i .d Q> I "d rn Q ,;:;cr: ~ ~ cP ~ !'flll4 ~ l'- () r.. cd ! rz.. .S ~ d .8 ~ '0 r.. -.::tc (($ () ..-.4 ~ to r.. =' ~ i C? 00 ---,.Q b e~ . Q ~ ~ . DATE JUNE 2, 2008 SCALE DRA WN BY 1" -20' JLB RF RF 07-194 t 6 OF ~ ~ ~ ~ t 'll( >- u ~ (:;j --c '0 o o C\1 ~ C\1 ~ ~ ~ -- :--e ~ tIj S :Q ~1~) ~- 8- g,0 ~":' Ci' '" C5 ~\ h "k cy ':> /....'-' \>< oCv 1'0' )t ')0 ~ " - " ~1;~~j~I' :-:\'~'" ,,,",,,,,~,,, < ,~(, ~" i' ~0 ~ ~{)' <1,:>s. :~ ~ EXISTING STORM PIPE PROPOSED STORM WATER PIPE PROPOSED STORM DITCH EXISTING OVERHEAD POWERLlNE LEGEND Q<V r-y1:- 99 ~\ o<V, X~ ~.: ~ ...::' . ~'.. tx ~ <r:>- ~ ~ 8- iI) ("~/ ,\\x. -./ kd'v )(:<\ ,:~ '~-1'.---:-" .....;")~ -Jf. , / t>c ~~,Yj/ b-:1<::>~ ~ 6.0' CHAIN LINK FENCE . ", :;(<V'Oj rJ.<V I ,\V)~C5 f),-' 9/ ) t><'010~ Av ,<0 '\'-' ~" I ) . =:i. __?< ~A 7 ';) ,..('~ ~ .... ~H ~vy kr <0 0<< ~\1-~ 0/ , /-\,0 ;<... ~.t>< " ~" K PROPERTY LINE EXISTING FENCE EXISTING ASPHAL T PAVING PROPOSED . ASPHAL T PAVING EXISTING WATERLINE ........ " ;\ .', ~ --iT4~, ,." ): )( ~U~;; ,,- " .... '- " '- , " '0. '\ .... '\ , '\ , '\ "",'-,'-"""" -EX. W -- OJ "'~' t,x X X '\ 'Y)' ~ () /\0' t>< X w PROPOSED . WA TER EXISTING SANITARY. PIPE ---SAN .....--- x '" ...f~' Ix , ./ ,; 6" STM. . 'J ~~ o X 1 1 ./ / 1 ./ ./ ./ ./ ./ ./ ./ ./ ./ '0 '\~' t>< X - ~ 6" STM- - ',- -'-OHP - - - ..... "- ~. \X'\ X RIM = 475.40 INV.= 474.40 RIM = 475.30 INV.= 474.10 E . PROPOSED ELECTRIC ~x ~. ,0 ----T---- EXISTING TELEPHONE LINE EXISTING CONCRETE / SIDEWALK . 'l,- ',\'0' Ix l~k , . .. 1:> ;\~' ~ + EXISTING GROUND ELEVATION J , ,to v), \X'\ ~ X Co s ./ ./ f),- ./ ~. / ,0 ;X EXISTING PROPERTY CORNER l [l{] EXISTING WATER METER ~\ RIM.. 475.80. INV. =473. 90 . - -1 ... DENOTES TOP FACE OF CURB. ./ ./ ./ ./ l><J EXISTING WATER VALVE ~ 0) -II- . EXISTING ELECTRICAL POLE TFe \><~ ,0 X EXISTING ELECTRICAL BOX Zo ./ - .r.. EXISTING STREET LIGHT WITH ARM + ./ ./ n ':> .\V:>' tx X ';1. ./ / OJ EXISTING TELEPHONE RISER ,. ':' () "; ,,\'0' ..-~ ,ix ~ - 6,0' CHAIN 17 LINK FENCE ~': EXISTING MANHOLE 6 ./ ./ ; EXISTING FIRE HYDRANT .~ / ./ / "- ./ '\~' /\>< X ~ EXISTING BOLLARD [D \ ODS ROOF DRAIN DOWN SPOUT ,- _I :J '\ k t,x'\ X :." RIM ELEVATION to :1 RIM. 475.90 IlNv. 474.40 I - 18 PROPOSED CA TCH-BAS/N ./ ./ .~ ~' \><\ X ,; ./ ./ ~ 0) INVER T ELEVATION ,; "/ / , ./ " ./ , " ./ ,-, :~ 7'. ~fpUE ,~ ,\'0' Ix X X'- <.) / :~~ "~' Ix EXISTING CLEANOUT .f'. --.J trt ./ ./ ./ ./ " " " ::1 ) ,;;. ,- ;-, ./ '\ X A1f>, ~T " ,\lx' IX X ~~ ;- ,,' ~l '1- "\~' IX )( RIM=474.70 INV..473.40 ;. "I ~-l~ , ; ; _ <'), ",. ,\fQ' , t>; : ., : r : I RIM=475.50 ; r INV.=474.1O "v ; I INV.= 473.45 RIM"475.1O >; INV"4:'3~V 4/5 ,\>x ~ , -'- TYPE liE" o/~> \>< - ~ \) ~ .{o- I / IX I ! . lNV.= 473.32 J . ~ 0) , ,; , ,; " ./ ,; ,; ,; ,; '7 ~ ~--- \~1:t5}: <0 k ~ INV.= 473.00 ~ J...: 0) X ~ :: ,; " ,; F ./ Ix ,,\lx' IX X " ; XA1t+,B , , , ;f , , , 2 Co , ,; /\ \ ~\k X x ~ ; I F, .'"' ,;.' '0' ,~'\ " I ~: ~ ~~ ~ GRAPHIC SCALE 20 0 10 20 M I I ~ I'll ( IN FEET ) i ~ ~ i'l i g IS i ~ w :I: en E t) ~ ,.!.. i ~ ~ ~':! 8'" ~:! N~ CONSTRUCTION NOTES CD @ @ @ @ @ @ @ @ @ @ @ @ @ @ @> @ Springfield's Wellhead Protection Area Help protect our drinking water Report all leaks of spills to: HAZARDOUS MA TERIAL RESPONSE 911 Site operator: Springfield Utility Board 746-8451 ASSUMED LOCATION OF EXISTING SANITARY SEWER LATERAL. FIELD VERIFY. CONSTRUCT 6" CLEAN-OUT PER DETAIL Q CONSTRUCT DITCH INLET PER DETAIL @ INSTALL CATCH-BASIN PER Q CONNECT TO CA TCH-BAS/N WITH 6" SCH. 40 PVC PIPE. CONSTRUCT 4" PVC STORM SEWER PIPE. SCH. 40 WITHIN 5' WITH TRACER WIRE CONSTRUCT 6" PVC STORM SEWER PIPE. SCH. 40 WITHIN 5'. WITH TRACER WIRE. CONSTRUCT B" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 10" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. CONSTRUCT 12" PVC SCH. 40 STORM SEWER PIPE WITH TRACER WIRE. INSTALL B" TO 4" PVC REDUCER INSTALL 6" TO 4" PVC REDUCER INSTALL B" TO 6" PVC REDUCER INSTALL BU TO 10" REDUCER. INSTALL 10" TO 12" REDUCER. PROVIDE TRENCH AND INSTALL UTILITIES PER (I'C)\ WHERE COVER OVER TOP OF PIPE IS LESS THAN 1'-2'~ ~ WHERE COVER OVER TOP OF PIPE IS EQUAL TO OR GREA TER THAN /'-2" PROVIDE TRENCH & INSTALL UTILITIES PER DETAIL (20\, ~ INSTALL (2) 2" SCH. 40 PVC CONDUITS FOR FUTURE USE. TERMINA TE IN@a LANDSCAPE ISLAND WITH CAP & 2x4 PRESSURE TREA TED MARKER STAKE. INSTALL CONDUIT 24" BELOW FINISH GRADE IN UTILITY TRENCH AS PER DETAIL C5 t-: C/) ~ 1O N) '- ~;Z;7 ////" '~);..,. '.' . /,~ / //. /( %%/ KA THRYN AVE. "'-t-:r '.....:r C/) C/) 2: ::r: t'J) J-: ~ ~ \>< /k ix"- r;.\'<:Y o .v <0 IX X a::: /\'0' C:i :-:\ '10 IX / - t< i:'v<:) \>< ~ .'\<0' <.~ )~0" " " ') " " " " " ~ " ') ... \>< \//1: ~1~~~)<K~~0XXQ<>>Y~ xk~~'''S&'' ~~/NV." 474.85 , INV.- 473.90/, x:><><^x/ '- ./"''.. ;x..., /" //"-../ ><X,X, "-v/ "v)Ky'><y/ y / / ~ ~' " ./ ," /'\.> /" ./ ,; >()/ "-< ',; ~ ~ ~.' >::> ~/. :X..;.;~ co 0) .~" / 'x' /",; ~ :/',-. /'... / ' , ~ Co , )<X' /' y'/'; ,,/ :: ^" ' '\ / / '.. ; ~.,/~,/' Q<;" x',; :),<, /) / /" ,; . ,:>~.. :~\ .X>\.X/ ),~ IINV~0~4'65' ~~~' 499 .' .:...><. / 'v"'-, XX'X~ .' '. t-.{ X . . <)'XX,-/ ?X/". X / , I..\V . )<. , ..' ~S' !NV.= 473.70 . ~/.' /)'x,/'x'; <. . ~ ..~<!s')X'-.. /"" ./ X' ...... ,; "/\ ' ~ ), / , iX ,,-// "-, /' "/ ,,/' ; , ,/'" ^~ ./ "', /...........,; >, /7'X' ; ~)<'X/; ~ ' ;X", ",- ./ /" , . ; ~ /.'X;.~.' EXIS~IN~:::ING XXQ<;/ /.'S.:~. r583> . _~ ' , '-;. ,/"'...... 17.280 SQ. FT. ~X.~ ~ : /~.) 90' x 192' x 26' HIGH >/ / ' , "->f ' F.F.E. VARIES 476.1' TO 476.5' "x/'",- , i~'..z/, X ~~/ / ~; ~ : ,/ -x / : V:> '" '\ v:y " " ' . , / / ; <q"( \X ", /x,- / ,/' /// ~\~6 X ()... , . '>( x _' x " ,"}..V' / V c , ./ '," , . . '( ~ ,\vy x: t... '., /, / ; "x"x)\ J.E"x,', ~>< j ~ ;~ ';.<' />( 0) -<;j-> )<',.r , . ,/ 2 :: / ',,<," ,. X./ './ : .. 'yA." '~ / "'/ ~: /\x:~~:: INV.= 474./5 ,X /'" ./ ,; r X ~ If '\~~ ():~ / ..~ - X ~'~' ><::/ ~1~%~ :~~~fll V y , ("4/ B" E 'xl Y If. )</ /; ~~:/ /- / X '.. .~ _! / X ; ~(583) ; .X)< r OFFICE "00..:.-1 y; "'H' / i~/X'-)-9'~~~" cg~ftfN!E EMPTX'/ ~;~ ~ / :)<' 'X" I' '" I ' 00 ROOM ROOM:/;>( ,. ~ Q Cl "~Ficf BA THROOM-l..A y' /6.25'x43.5' 20'x43,,5 'X,.. : ..::r:- Ct:, /1'5' >'>' . b --= (<X/Y;' INV.= 473.90 Q ;;,; /'x, ,X "7, HALL , /'" ~ I ~""/ - - /; J...: / ; f><'7<-c, ~ RECEPTION '~ ,,/ /'><; ~ . INV.=. 474.5- ~V~0V~~/~".Af>.9Ji24:'(/'\./~lF~, ~ / "y/"-"x "'X'/ X/"'-y/ "'v/ < ' ~<:;P <) / '.<,,\ b:rOFiFjers. /'.. / "- ./, 1/ v" ',,- /" / ", ,/ ./ X/ /" v ? / ' ''x-tfo-X,j 5'lr2:./ ,,,,x.X ;>< ) "x ,/"- > ,'\.,,/Vk' .. /'><y/ ./ -/ X :v '? ~) X X;\V) I IX ,lxX, X /<. ,~<-'x I / _^~ (\. /, .., ' t>< ~ <0 .. ~ E' v/q TrVG WALK ,~.. . , ",'" " " """,,, , " , t ' " , , , " , ~ 0" / ,\V)- . ^ u I ,<1.4' <1 .. 1176 48 ~ ~ ~ ~ ~\~ I Ix . 4~~ ~..~ ' '<1' 'f' , 1 )<cot.\3~ (600) I '\ o ~ ~ YJ ~ / V):.IX. COli; .Je {<J' /--" I INV.= 473.8q ~ ~~~~ ,,- ~ / ~> ~c Ix f!j?J1 ~ ~: .,<0:- ~~~13 ~t. 583 - - ~/ j 500 j ~ ,4/9 4/8~ 0?~ 25/ r ~X~\ ~ ; IN\!- 472.7) 5 r f 496 583 . 583 ~ _ .' r ~I -----------<.Q.---~jlI:7\ --. -- -.----r------- -1INV.=473.10 () Q ~ INV.=473.70 ..,.. INV.-473.63 ,"- ;'.' I IX ,INV.= 't u..ov ,; '0 ' " \./ :::c 498 I <0- ~ I 474.00 ~\l><.- ", ;,. k . ./ \'0' ~" 0 TYPE "G" ,0 'l' 47z'OO 473.00 ~ x 47~.uu ~;.. ~ \ (,2" STM (,,' -12" STM Ix 12" STM ~ 1 8" STM 8" STM 6" STM} '0\ I". x ~ ---rn.oo-=il1J.DJL:- 6'- -.----~;-f.' -+ -- -~ -}<- -.:17'-~:: - 1--- -- - -7~-- - NV......1.. 7~~."..~F.". ;~.-., -, -, l.~.. ~7.J...4.lL. -. X,0 -.-..' -., ...~,. '.' '...,...-" . -:- - -;...... --- -.' ~ .:f~'\' V) -- rJF- f.-j --- I.......... ~;:Ix" ../:.. ~ .. ..~~ .i-~~ ~:C.._L.._.,~.o:....:J g":'-",""":,~~ ___ r~'/',!"\0__ ;...~~ i~ '__ ~~ OJ ~41S~ '0^" III- \-;1-- -T 16.0-:'- - -1- -- --T-.- - - - - "\0".".,..T- - - - - -T:- - - -w~~ -- -T- -- - --ill · - - - a..tI: ~k ~"\ ~." 16.0-:' Ix )--'-6" SAN-- '''-~'-______ __________________________________________".._ x ~~ -, v: .. X-EX. 16" W . ,...... "} /. ~bc; -- -EX.. 16" W' . EX. 16" w- 0, ., - - -EX. 16" W ( ~\ Ix'?> 4 L ::, . <<,'0 1"~ '0'0 I I . 1176. · 9 'l-q, a.. ~- q, . A'-- ..J to '1<::>~ ,,'0- f>.t ~1':>' ~ I 3J D/W ,\<0 ,: -35' D/W ,~' Q ,li)/ RIM 476.79 / - XI><; )x ~;\ '\' '\ '\ \ \ \..~J '\ " ~A ~ ' , , , , , " , )x , ~ \)'. \ .... " ..." " ,... " ... .... X" , ... " '\ " "," ..." ......"... ... ... ... ... ,... ... ... ... ... ... ... " ,..., ... , ... , ...." , '\ '.. '\ \" \ '\ ,\, " "-"...."....... " "" ~\" ','" ........,,, """..." "... ' "" , "".j" " , '- i' ... '''''~/'i.'': " ...: .:: ,~"' , "''''''' ..." , ... '\ .... " " '" , " , " .... , ,,)~ ',' ... , , " , " """. ~ '..~" '\' \,,:v,\ \' '\ '\ "'... '" '\ '\ '\ '\"..., \' \ '\,...... 'Ii ~(, ." ~ INV. 470.29 ::') :=: v'<5 ... ... " " , '\ " ... , " " ... , ,'\. ..." /'~>6' ' ... " " , "\ , ... ... ... , , ", '",......"..., ~""... ',....,............' ",,', '.. '.. ", " , '.. .... " '. , " '^ ~'0'0 ; ~ ~{A n]]y~ A V7 'J9 '" - - - 4:- - /. ~ - ~ ~ - _ -l · _ . _ _ ___ 4: , ~ ~ ;;? ~ ~ () - , ~;: - , - . . ~v:> ~'1r 0 0 ~t- 0V:: <V Q.. ",,,, ') ~- '0' i'.. I 1"- V G 0- ~\I() CO' 1 .J ~. /\ 'l.. 'V .'\ }{ '1' ,'\...... ,.\ v ? \>< :- .I\. ".\ Co . <1 to ,)X, ... , ... ,,~ ... ", " , ,/\",:>, , ... , .. , ... " , ... , , "<:r")"' ... 'l~")' " ... '.' ... " ... " " ... ...." , , " " , ... ... ... , , , , ,20' ~ ,! f\ /)<:;" " .. " ... ... " .. '.." , , .. ... " " ... ...' '}()~....",.." ,,{:0~.. '''!-.!'- .. " '" ... " ... , , , , ,1<< , " "" , " , ,,', """"........ ~_~... ... .... ... .... , ' .. " , ,... ..",...... ''^'~ , " , , .. , , . <-. )x '>J v /\ ~" '\ /\ '6',,/'''''-.. <0 '0'? \ 0 "\IxG ,,/\ \\.->.l...t " ~\' '-;><. -47618 ,.] .01;; /~475 ~/\<-)' ,~ 7 )/~~~)(.~ 0'ix~ (:-.0'<' 416. ~ ~-475 Ix i ~/</..s k' - "-"'-''''-;-7<' 4?.s,,~ ~ - - .- ~t'-' _........--_.~' aU SAN- ~$~~~~lx..~,~_~ ....:s(';>-stt SAN ,. -':":":"'7f:'i6--::- '2----8" CO~__ -................=..........-;;a.;,_........'''~:X:? '_ ___.~~ ".______________________-{"\\ ~<1J2-------\)\\c\'\g)---T-~/~---~~ -----------'-'--I-,S- -...(~/~,- T--'\t---T--(~\ "I~~475~.s:.Oj-3~T-__\------ ~---T_CULV_-X_.AJ~. ~(l ~~ ~/. i.-\ ~:1 i><1bt. '0' <:) tx';'.1 ~75 415_34 ,. ~ /,A:1'3. ,~~/ ./' 0"v:>- J\V) ~1~' , ~.s - "'--T-- --o-u:.r------;\><).O~-~T-.....:..47,:-_____ -- - - .OHP-~.:..- - - - J..1_ - -OHP- - - -~ --;.'-)'9. -oHP- - - - -+'-OHP- - - - - - - --If- \~ ~OHP- - - - 7.'6H~t~ '11>s- - u_tx_ _ -OHP- ~ _ _ _ _ _ _ _ _ -OHP- _ 1-f1~_ _ _ _ _ ()HP- _ _A-15.~ _ _ _ _ \><\ G~ - -T _ _ _ _ _ _ _ _ _ _ ___ Ix Ix\ .., o~ Ix"'~ SANMH/ 401/>< 1'6' 8 v --,o&'v-----OHP--------------____..,II- '~'< ~\ 9 RIM;475.95 A: 1 ' L-'-.V .:: y ~~~ ~,~ ~ ~ ~ ~ ~ (f ~- Ix ~ <rj '" Ix -0 \ r __, -\~. ,,'0' "') ~ ..c:: ~ ty. \>< . ;y ~~ ~~ 1:'- ~ 10 ~E-4 I lfJ. ~~ 'Ow ~~. r bY PLAN N. T.S. - I 7" MIN. & ~ ~ - - 40 , v I - -' NOTE: S/GNAGE TO BEA TT ACHED TO STANDARD WEIGHT 2" STEEL PIPE CENTER OF SIGN TO BE AT 60" ABOVE FINISHED GRADE BASE OF PIPE TO BE CAST IN CONCRETE FOUNDA TION. @ !r1f:LHKAlJ PROTECTION AREA. SIGN UTILITY REPRESENTATIVES UTILITY REPRESENT A rIVE GAS (NW NA TJ ELECTRICITY (SUB) GREG STIFFLER ED HEAD TONY T ALBET HERB SUMNER BART MCGEE STEVE GRAHAM DENNY WRIGHT STEVE GRAHAM TELEPHONE (QWEST) WATER (SUB) SAN SEWER (PRIVATE) SAN SEWER (PUBLIC) STORM DRAINAGE (PRIVATE) STORM DRAINAGE (PUBLIC) . FIRE DENNY' WRIGHT AL GERARD PHONE (54/) 342-3661 EXT. 8376 (541) 744-3707 (541) 744-3715 (541) 484-8507 (541) 744-3756 (54/) 726-3665 (541) 736-./0/0 (541) 726-3665 (54/) 736-10/0 (54/) 726-2294 >= en . . z o i= 0.. (/)0:: Zo otl Vio -z >0 LaJ- a:=!!! > LaJ ~ w .... 0<( o z ~ .......J Q.. ).... ........ ........ .......J ........ III s ~ o $:I o:>'~ .~ tO~ Q) ('j d I> o ..... M .. I'" ~ b..() CO ~ 00 ~ l'-~t:I · · ....-4 r-- f'-...... .... ~ ~ ..-.. ~ 0.... r---l $:I (l) 0) -..:t' Q) :::1 (l) ao,.c:: ~ ~ '-'0 +> .....-4 ~ ~ ~ ~ b..() +> ~ r:&:.,'" ~ ~ Q)Q)..Q d r"-l ~5 ~~ f +> CO ..... E-t OO'T5oS . ..d~I~ +>..... <0 as ~bD~..d r:.d-'o ..... .-l d OM~aS .....t ~1O ,.. en rn ,-,..0 . C,) ~ ...-. .~ C,) ~ cd ~ c;Q e DATE JUNE 2, 2008 SCALE DRA WN BY , DESIGNER 1 "=20' JLB RF CHECKED BY PROJECT NUMBER SHEET NO. C4 RF 07-194 7 OF .'~ JU~ 242008 FIned eybmittll "._ I ,,,\ I l'IJ Q) ,.. .a o ::t M +> rn . ,..... . .... I> . .... u CI) ....... ~ o 8: ~ ~ >- (.) ~ <.:) ~ Q:) C C C\J ~ C\J ~ <:::> <:::> C\J N=i tn ~ ~ ~ {3 0:: Q:: ~ ~ ~ ~ ~ ~ s ~ ~ fi "EMED.COlt RHFP33 POST WITH BASE CUSTOM SIGN WILL BE NEEDED FOR HANDICAP PARKING. SEE SIGN . REQUIREMENTS. ~~ ' TYPICAL \ ~ ~~ , 9' PAVEMENT STENCIL WHITE, BLUE BACKGROUND AND BLUE- P A/NTED CURB OPTIONAL 8' G;) R!~A.BLED P.ARKING SPACE DETAIL ~" DIA. SCH. 40 PVC SLEEVE x 12" DEEP x /0'-0" O.c. TROWEL ~ 318" RADIUS ~ TY~ , 1'#3 BARS \ '" C1) AT IB"o.c. if ~ ~ \ Ii I " ~~ DIA ~~ ", ?> I I " /I" LJ AC PAVING PERm \EY l . COMPACTED A CRUSHED, m CI) ~ ROCK. SEE \!:.>J ~ ' , ~;: #3 CONTINUOUS 0 ;j I I I EXISTING I I NATUR:L WG;,~D'~"III- I ~ ,I :;::;:;!III 1111 =, (/ 9 , , , I N) Vffi1I1'li1Ilf I I \ulllmIIlI~.~~ I ~mTIf ", ~ '. ~:1 ,~ i !:~ II: = I L -' :: =111= II~ 1 311'11:111 I \1..t:::j I 1 ~ 1_. == :1113ll:::::J..v I~J UNDISTURBED __ 3" _ __ .-:. 2" NA TIVE SOILS I 6" 10" I ---- Ie];) ~~'FT1CAl CURB DETAIl <.0 'I 6" COMPACTED GRANULAR FILL - 24" - @1J!ICAl UT/llTY TRENCH DETAIl 10' OVER LAP r L.- & <;:> ~ o .' co CONCRETE WHEEL STOP 7' WHERE SHOWN ON PLAN '" I......................................................._.....................~,..........:...._...._............1 CURB r . - 1 &:;ili.:~.:-:.:~.:.:.:~-:.:.:~.:~.:~.:~.:~.::-:~.:~.:-:.:'::J 6'-0" TYPICAL c ct: <:( ,~ ~ C1) " 4" STRIPE ./ "-- TYPICAL ::.../ 9'-0" t- (.) ~ ~ (.) (X) ~ (.) .(];) ~''fsA!flJARD PARIwVG SPACE DETAIl 6" X 6" EXTRUDED CONCRETE CURBING SECTION OVER A.C. PAVING SITE P A VIN,G (SLOPE TO J DRAIN PER GRADING & PAVING PLAN) I' \. COMPACTED ~ CRUSHED ROCK '-... ROCK BASE <.0 8'-0" 6" X 6" EXTRUDED CONCRETE CURBING SECTION OVER A.C. PAVING SITE PAVING (SLOPE TO DRAIN PER GRADING & PAVING PLAN) r \EX/STlNG SIDEWALK ~' \ ',e . . I z.!J. I '1' . A /~', ~ ~~,.~~M~IrAr9r~ r~~:.y , ..J ,~ ,. .{._.t....,.1- /:.. \ ' . . .J, All, p:-':r ""'':-<f A "i.. <?~>>:>>>>;y/>)"/>>~/}>>>):> ,y%~/~~~~>><:S~5<~~'<; y;,,,.;! <?// /0,(//.(> /~,/)~/ //v- '<<:'>.....:::C/" '= -6, ....:/"\...:i..L"')...::f-A~ 6" X 6" OPENING. 6" FOR DRAINAGE A T~. . 8'-0" o.c. '. \ \ I ~ <-;..' SECTION a-a GJ [~! SET CURB AT SID1JfAlK r- 4". A.C. PA VING \ (2) LIFTS ./ /" 6" MIN. TOP SOIL ~t e..... /) ,'-;' ,_ ,'':- ./ '!">,' /- ,:'" } .:'/ ) ~., / '/ _,',/ ~'" /,\//', /'//' ,'/ / , '/."/"'; /' /'(./'''' /'..... / ~~'< ( /y/ /'>/./ /" ,,'. ,.. /..... /'/ <"" '",< \. <::::.:"~".> ''''\,''" -,,.(,,,-:-<.<.,,,", '<~( ,,,~, "~;-..''- " / '-...//,::" ",'')..';/)' '-...//, "/),YX"-/), '-/ ,;-.. '-.../, ' .J, /./ '/ //~/ /./ - - .... GEO TEXTILE - SEPERA T10N MINIMUM FABRIC 6" 314"-(0) CRUSHED ROCK. COMPACTED AT 951 RELA TIVE COMPACTION MODIFIED PROCTOR COMPACTED SUBGRADE. AT 95% RELATIVE COMPACTION MODIFIED PROCTOR. ~ . , ." ~,' ". . , . ,.. , <"..( /'~"..//~ '<./ A"//("//~''< / <--z<,\<,(/c</ <'<'< ~", --(, .... v, .. 'y, '\. "", .., ,-'", .. 'v<".... " ... '...." ~ " "\.;<'" "' ~/' ).,' <,'':,\/> "0/>\....'-/)).. .)>~v/; ,/ '.... >:,: ~/':->'<>"/'\. /' , /"//' ,-{ /:,<// ':X/./ '/../ '/ /,' , ',11 /- '/ " /..:// /-..;: // /....... '-. /./" ,-' /" ,'/.... '/', '< /, ,... /', '\ /" '\..:: /, '. /, -.J,-,., ,;.... " ";",'--, y<-~..... '.. '\, .......... \, '.. '....-.."" ~ . ..." ,..-,......, '-.(:-.;, "- SUBGRADE -6" ::- BICYCLE-PROOF GRA TE / )OCKABLE COVER J~ (J;) r~f SET CURB DETAIL e];)1& PA 7ING SECTION . . (f)~V~ CHAJ/BER CATCH-BASIN (TYP.) PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811~620 AN) FINE UP TO ,450 Ut DER ORS 811.615 ( VAN-ACCESSIBLE) !S/GNAGE A T HEAD OF EACH SPACE. MOUNT SIGNS AT 60" TO 72" ABOVE PAVEMENT AT . EYE -LEVEL. FLASHING AROUND ~ ROOF EDGES, TYP. - -i JJ .. - :J" co i lR ~ N i i tJ ~ ~ :I: II) !:l ~ ~ ~ ~ ~ II ~ ~... ....~ g,t N~ ."..."..,.,---.----." .~-~ ~ . ~ NON-SHRINK GROUT NORTH ELEVATION 1/2" THREADED RODS SET IN "SIMPSON" ADHESIVE SET EPOXY. TYP. Cl;)~~:'1!;RED BICYCLE RACK /'-9- ROOF FRAMING: \ SEE FRAMING PLAN , , I .. g: CO'f- 1'-0' ...., TYP. d' 10'-/- HSS 4x4, TYP. WEST ELEVA TION ~ e];)~_l SPACE fiT.8. Cl;) Trfl~AfcJECTION GRASSY BIOJuTXATION SWALE ~MOUND CONCRETE TO SHED WATER I"~ 4- DIA. A53 B Fc=3.500 PSI .... 4 STD. WEIGHT GAL V. STEEL PIPE CONCRETE FILL (2.500 PSI MIN.) f-~ rSLOPE CONCRETE TO .: -a SHED WATER .~ "I r FINISHED GRADE 'I \ \ - ~..<\ \ Y\ ;;:.)A" - 4 . 1- .:. . ~ \ \,:::~~\ \ \ .-- '\ \''-'\''\<>\\ \, . . " ,.'4', " \.1\"\ \ ~.\ .>'\ \/---;y::; . Ir IJ .. . '. ""'-;''0.--\ \ \ ~\/~\ \ '\ _- <74.' .' - ' \....\ \~'\' \, \ '\-:---:::\ i.,:"\\ .; f'" 4 U 4,4 ,~:.\ \\\~ -\ \ /' \'~ \ '. ' :' :'--'Y"'.\ ' \.~~\ \~\\l:-~ .: '11'" 11-'.' : \\ \/- -'\ \- 1. .:\' . '. -'6 ,":, ."'Ii : ~ </". ~. r POURED IN PLACE }...~_\ \. ". t.' . . . < CONCRETE ~~~ 1'; " .- ~. '.J1' II ~ .: .. ~ (2500 PSI MINJ '. '\, IL . .' : . / . . ..:\.:t-- NOTES: REMOVE EXISTING AGGREGA TE AS NEEDED TO GET DOWN TO REQUIRED SUBBASE ELEVATION. 2. ALL SUBBASE SHALL BE OBSERVED BY' BRANCH ENGINEERING (CONTACT RON DERRICK. PE.. 9/3-0220. 48 HOURS PRIOR TO REQUIRED OBSERVATION) PRIOR TO PLACING THE SEPERA TlON FABRIC AND PROOF ROLLING WITH A 10 yd. LOADED DUMP TRUCK. 3. ASPHAL T CONCRETE SHALL BE TESTED FOR IN-PLACE DENSITY (91% OF RICE DENSITY). I. o C\J 4" STRIPE TYPICAL 9' RIM TO INVERT TABLE TYPE A 8 C D E F G 1'-9- ] J /'-9- f FEET 1.90' 1.20' 1.00' 1.30' 1.75' lAO' 1.90' ~ ~ A ,4: .' o4..:t. i:l' . : . '<7" ' \;.:::~ ~, ~ UNDISTURBED 4 L\ . .; " /'\ : . \ ;%r~ . SUBGRADE lTYPJ -,,-\.../\ ' /.....~- ~ ~ \ 2' \ \.-/\ \)..\ \ --------::.\ \ \ \ \;-~ ::-;,\..~\" '(: \---....:\ \ >~ \ \.-::;~~ ~"'-:\'\'::>~ \ ~ \ \". ~ \ --~,;..-:>\ \ \ \ -\'\\ _'yo - .:5\\ \ 'Cl;) 1J!ICAl 4" BOllARD DETAIL -a. , , - 13'- r HSS 2xGxl 14 10'-1' 26 GA_ METAL ROOF. ) / /' -- ~I / \ / \ ..A- r.- ~I - , .' r HSS 4x4. TYP. A HSS 2x6x114 b - , lo ~ ~ .. ~ .. >c: ~ C\J CI) ~ ~ .. C\J _I C\J ~ ~ I HSS 2x6xl/4 \ \ I \ j \ / \. ---- ,~ s q:j---- tJ - d:I ---- 13 ~ ;: " C\J, ~~ -0-- >= SITE PAVIN~OVE~ L~~AME. m ..:.A~:~~mttiimh~:,;~: ..... \:: !5~~ft~:jl~lt!!h :Z S/zfLf:Nff~lclt:~g~ . ':::.:" SLEEVE . ~ I ~/.;-: 0': (/) 0 (-(.} ~ > ~ PVC PIPING ~:;:, ~ W Ci5 SIZE AS :,::Y.1 ;?:/~ 0:: :> SPECIFIED ;~<~: ~' .~ / 1J ~ <r~ :l;:; /." b g:~ f(ft:. :? I /:):5.t,~~r ..il~~)Jr .;;>.! . /'/Y'y/y., v'r..- ::'-y'/'- 70/~':'''. SITE PIPIN. '. ............-...........7 ........ ...... ~. ---. . } ................ SL OPE ~ " I ~~ j~fiS1irr~C;~::~. 6" BEDDING -~~" -~ . - 0.4" ~ d ,^ ^ ~. D''@ @ @ ~;" '~@@@<9l1.! 3~ 0 ....J ~@@@~a ~ j::: <:( ~@@@ ~ ~ 0:: 'I RAMP WIDTH C VARIES .....- /" ~ - 0.9" t - (0'\ '(:.y - - <..,. CURB <..,. - - :: 0.9" - T'ip/CAl RAMP TEXTURE PATTERN' G) ~ TRUNCATED DOllE DETAIL . N. T.S. GJ 1JfICAl ClEANOUT DETAIl .. *' HYDROSEED MIX TO BE AS FOLLOWS: FLOATING MANNA GRASS (GLYCERIA BOREALIS) AT 3 LB/AC TUFTED HAIRGRASS (DESCHAMPSIA CESPITOSA) AT 4 LBI AC *'* AT SWALE SIDES: USE ''ECONO-JUTE'' 114" - 112" MESH IN TREA TMENT AREA: USE "ANT/WASH GEO JUTE PLUS 474.00' PLANTINGS -r{t' . at'€. 'l.~\ s\; .. 472.00' TREA TMENT AREA 471.00' 4.0' 4.0' TREA TMENT AREA /8.0' OUT -FALL INV:472.60. SWALE OUTLET SEE~ \fY ' PIPE INLET GRA TED , lNV.471.20 ~ 5; 12" PIPE .... ':< t ).. . . '1'" Z -.I'""..y-ww __ -<f OUT -FALL RIPRAP . J · :."-.~ '" '" PAD ____ .A.. - 4'-- ~ if: '" .....' \1/ ", <, ,j,.':""> "- -q.- "'~J ..y . SWALE BOTTOM 12" PVC PIPE P.C. CONCRETE "LEVEL -SPREADER" (FLOW SPREADER) ,. --- 12" -- --'- 8" -- - PLAN VIEW M.'4 DITCH lNLl'J', BIOJ'/LTlUTION gALE ~ OlJ'J'LE'l SECT/ON (T5\TYPICAL SEC'l/ON DITCH INLl'l' \g) NOT TO SCALE \s.V NOT TO SCALE 1'-9- ,.. ..aJ ~ :::t )< <.0 >c: C\J CI) ~ ~ ..!h- CHECKED BY PROJECT NUMBER SHEET NO. Date Receved: 9 5 8 OF~ 11 SHEET(S) HSS 2x6xl14 ~ L 3" X 41' x 114" TYP. (2) 1/2" DIA. GAL V. BOL T, TYP.- FRAMING PLAN /-112" OPEN GRADED CRUSHED ROCK ( 'Z/~'"'' %'~/*' 474.00 />>>/~y~> ' . /''''V>>~^'\. /, %V/'//-"~ / -(/)(>(1(-(.:./('- '~>"<0..~. .;......'\. ,<':\> :-.." ;......'-, ,'/0:>-~~~.. 3" ,.,v;?t,%~ ~~~~~ ~*'\~~~, /,<://,y//~~ /..;~/////00< '\.,:f~'\.~ " " y):;"!f*'<t:>>~~\..'\ '/(<Y/<.?:/~'<" "/0<//,''7/././/A(/ '\"'" "<:-....'\'\::-....' Y, '" t'<"'t4 ,~,\y. ,.... . ",</." ""', ,/:,\>,>,\y)\)//" y ~ v /',., '.1'/ V/-y; ">. Y/'v/'-" "~-"" ~ / %<~~'Z<<~~~~~~~~~ '\ 7M..>Y~>?>;'l>>/:'\"~>Y)~~~ 'y -<: '':<<~$!{'\'-::f<'::;f.l~'''''<~' v 473.00 Cl;) Dfl.Pf! I!1I!T DETAIL 24" MIN. - - CLEARANCE 24" MIN. 24" TYP. 24" MIN. - -- -- - CLEARANCE CLEARANCe - 6'-0" MIN. CLEARANCE (fi\ DITCH D/!"TAIl W NOT TO SCALE / EXISTING GRADE ~<<~~~<~~" - w~~~~~ ffi0 ~~~",-,<-",. :s ~ PAVING ~~ ~~ STRUCTURE . ~~ I' i - ~~~~ i:'>>,: ~ I, , lJ' 'i\~ ~~ T <<0,~<'0~~ ~ "\V -. . ~# (?~~ IMPORTED COMPACTED /~/ -:L J.:"'V'L(~)ri:~~ PVC FOR f 314" - e" ~~ .. V--J Y. 6\~< STORM SEWER COMPACTED AT 951 ~~ ,~)\t; ~ ~~ . RELATIVE COMPACTION ~~' ~\ ~ 1:: 1:2;:;>.~ :~ ~ MODIFIED PROCTOR ~~p- '(~>-_ A~ ~~)k~~.;~ -~. 4>] ~ ~ '7%~~ v>S" '\. ""YN' ,).~. ~\ V;>.. ,/,~'0.(/ ~ ~~Y<<~<<0 '/<'(/ , --.... "",\ ~'\."')..,,,,'\.'\.,,'\., ,,'\. 12" 314"-(0) CRUSHED ROCK."/ WHERE WITHIN 5'-0" COMPACTED A T931 OF BUILDING PIPE RELA TlVE COMP ACTION ~7tJ~oB~IL~OVERED MODIFIED PROCTOR 24" POL YETHYLENE SLEEVE. N. T.S. '--- ------ 1 ----- \I~ NOTE: MOUNT IN CONCRETE SLAB SECTION PER MANUFACTURERS RECOMMENDA TlONS. .:: . Cl;)DJF!CLE RACK /iO\ TYPICAL lJ'f//JTY 1'BlNf!J/J'I WPIPI C01fB CBlATlR }'-2" DIEP N. T.S. Final Submittal W :~ ~ 0::: o · l&..~l&J --..~ ~V)~Q::- ::z: 0::: <: 0 ; 5:Lu~ ~ ~ ::> 0::: c:i' = Q.Q::;J::--J . · · '<( ....... laJ ~.......u ~ ~ .. -- ........ ~ , " ~ ~ '<( ....... '-' _ 2 ~ J::....... ~ ~ t ~ 0... 0 It) 0::: 02 . """) V) U CO 0... <.) ~-<(V) ~ V) t3 Q.... Q <11 ....J --- ~ Lu Q ....J ........... > ........... U . Q ~ ........ a ~ o d 0) ~ .~ aJ ~ ~ ~ d ~ o ..... .... 1M =' co~ 00 l'-~d · l'- l'-..... d ~-~ 0 l'- :=! d ..... 0) ....,. (I,) of-> e,..c= cd (.) t ~~ ~ 0 ~ :f~~ ~ ~~l'-@) ~ ~o ~ d M of-> , co..... E-t OO..aos . ..c=......I~ +>.~ co <xs en ::::bi,r!..c= ~ ~ d-~ ~ o .C :=!; Q ...... Q.. "'I' ~ =' ~ (J) e"o b 00 .... t:tV ~ . ...... ~ <L> <L> ~ . ...... t:tV ~ ~ .'1 Q ~ '" ~ ~ ~ . ~ ..... u DATE JUNE 2, 2008 NO SCALE SCALE DRA WN BY . DESIGNER JLB RF RF 07-194 ~ ~ o ~ a.: '-< >- (.) ~ ~ '-< co o o C\J ~ C\J ~ ~ ~ :--e ~ CIj ~ ~ APPROXIMA TE 3'-0- - .. A 0) -' o ~ ~ S( o b: 0... q: 1 USE AASHTO M-248. TYPE N. ALKYD-RESIN TYPE (OR APPROVED AL TERNA TEJ. TO A MINIMUM WET FILM THICKNESS OF 15 MILS (O.4MMJ i @ e#r~'J:!~ ARB01Y Dt'TAIL 471.42 I .l.l -r I L' -- I I I ---r1 I ''') I I -.I I 1- I I r- I I I I, I I~ '-- ~. . ; ~~;:;:; '",:t , ~.Jf:::'~;>~>~)O ~/ ~"<:;}.! .'... .,.I_IJ~:""::::"~:::':"~ ~A '. .0(" _ _.: ~:, ,,~,,'~''':''':'~''-_;,~ 0096 91'~, '..,.,...... " .. -, - EXISTING'\'(:"""""'~?~?fC~'- III 111- - -- 24" CONC. ~~., . -- <l, ~,8~TM ,1/" ."c,.-...;..,...,'~:.../( .2:- ~ ' ,/ ',_.\ .''-: " ...' 1"" I _ - - , 1J -: - : - ~I I JJ.-I--- :;=-- --........... - - . . --- -- - -.'----.JJl III ~- . , : @ ~~~ECTION TO EXISTING STORM PIPE I I I WALK OR CURB ~,p.. ~, . ~, ~ -2' TYP. 4" STRIPE,\", ~./ TYPICAL ~ .~ @ !:,P!TJ!! ARB01YDETAIL ~,... .... .. t:.:;: .....::. .....1 ...... .. ~.- / /1 .. ~ I'i) - l I WALK OR CURB 48" >= (D z o F a.. - (I) i2 Zu - CJ) Ow (1)'0 -z >0 w- Q:::CJ) :> w a::: ~ <( o - Q:: P~LJ .......~~ ......... ~V)--c:(Q:: ~ Q:; :z: 0 tf) :>~~., -J ~Q:::t:9 ~ : ~ '<( ~ l.aJ ' f-....,: = .............., U :c=( La...~ .. lLJ ,~ ~ 2: Q i:: ~ ..... ~ 2 ~ I- J:: ....... ~ ~ t ...... : ~ a.. 0 It) Q:: Ci: ....... d V) (...)(.0 a.. . ~ ~ Q:: ~ V) N') V) - la.J U Q.... Q · a ~ Co) 0 a ~ Q) q .~ ~ CC~ ~ ~ g.~- s... 1'\ I ~ =' ;::r co ~ 00 ~ r-"'l:f4~ . - ..... r- r-.... .... ~ "'l:f4'-'~ (; ,.. '\ r- = ~ .... "'" 0) "'l' ~ ~ ~ e~ t -,-4 ~ ~ ~ 0 b.() ...,.> ~r.._ ~ ~ 1-4 ~Q)-.- en ~ ~~r-. ~ ~ bO~~ ~ 00 .. co .== E-t ~Q= ...c= ..d Q) I ~ · Co) ....,.... co <<I en ~ ~bitt!..d f ~ ~.a~~ .a ~ :: a~ ~ ~ ~ C") 00 ___,1:1. b (8))~ I DATE JUNE 2, 2008 SCALE NO SCALE DRAWN JLB BY DESIGNER RF i ~ l!3 'J ~ I ~ I 8 c5 ~ ~ w X V) ~ ~ ~ ,:. s ,~ I 2' 4-3/4' ~' " -. 'l:;t' / ~ i__,__ __ 1/2' X2-112' SQ.- EDGE FLA T 'BARS ~. , ~~ .. ..... :.. ,-,. .... c:x::i ~..:.....:.~.' ~ :,: .::i:: :' CE ::..~:. .. . . .~.:.:.:..r.. ~ ~.. :.:r ....,. :i::ij ,~;:;: :\~i~~:":::~~:~.:~(::~:~.\:.::?;~:~_~\~ (0 / ~ , Q) 'C'J C/) P:: ~to 0::;::::: r,' 3' X2-112' X318' , 8 I'i) / ANGLE ^)!!7 2'-3" l 2'-3 318' ~6' - ..r ~ 3'- 3 318' <.o~ , 24- - 6" 36' , 6- - SECTION A - A -- 6' I SECTION B - B FRAME PLAN SWALE OUTLET SEE t3\. ~ 2-112' I . JI ~' ~I UTt , ,,5,18' X3' BO, L T--l!. -, ~ ,l, 2 EACH END , ~ I 4 - ANCHORS C\J '\J 114' 2' 3' 51B- X2-2112- SQ. ~ SQ. EDGE FLA T BARS EDGE FLA T BAR 518' X2-112' X30- / SQ. EDGE FLA T BARS FRAME SECTION -.-.... __ INV.- 471.20 -)/ ' ,) y~ co.J I Co 'C'J A : "r"- : - ",' ~,- II, ___ I l ': - ---...J_ A ,. :-------'-'---'-'1 PLAN CO" I PLAN SPACING 3' O.C. 5/8' *3//6' 5/8,4:-316' 1I II II Ii II II 11.11 I~ GRA TE SECTION TYPE I t ~ , C\J NO TES: I. ALL PRE -CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2. INSTALL STRUCTURE ON MINIMUM OF 8" OF 314"-0" COMPACTED BASE MATERIAL 3. PRE-CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETING ASTM A497. ' 4. ALL POURED IN PLACE CONCRETE SHALL HA VE A 2B DA Y STRENGTH OF 3000 PSI & SLUMP OF 2" TO 4". 5. CONCRETE STRENGTH SHALL BE COMMERCIAL GRADE CONCRETE. 6. 6-2 GRA TES MA Y BE USED IF APPROVED BY THE ENGINEER. 7. CA TCH BASIN, FRAME. AND GRA TES SHALL MEET H20 LOADING. B. INSIDE FRAME DIMENSIONS: 2' 3-3IB- X 2' 8-112'. 9. 31B- CROSS BARS SHALL BE FLUSH WITH THE GRATE SURFACE AND MA Y BE FILLET WELDED, RESISTANCE WELDED OR ELECTROFOR6ED TO BEARING BARS. fJ'''ALE OU1'IA'T @ (ODOT TYPE "JJ" CATCH-BASIN) C6 N. r.s. Date Received: JUL 2 ~ 2008 Final Submittal "._~~I,,~ CHECKED BY PROJECT , NUMBER I c SHEET NO. C6 RF 07-194 l J 9 OF 11 SHEET(S) ~ ~ 2 a: ~ ~ ~ ~ ~ 1 I I i I I j 1 j 1 i I 1 1 EXISTlNG~, " CANOPY ~ I J 1 ~ ! I 1 1 I i I J I i ,J I I J :I j I I I I J I I t I j I EXISTING ROOF BEYOND ~ Q! i# 65 I ;l i ~ :r II) :( ~ f u ! ~ ~1j ~~ N3 y- or-- . - 90'-0" - -, - - "- -- " ......... --- "'- ----- -- ~ SAFWAY SCAfF'OI..l:)WQ :/' ;/ j/ I . l I _ .. . I. ' _ ,,_ ' _ _ A..I., _, -.~ ,'">. J-- r-- - ~-.....:: _._ ...., _ - . ~~,~~<~~~~~~~~~iC~' / - /~ " j/ o o SOUTH ELEVA110N SCALE' 118" -1'-0" . -'- --- -~- -'- -- -- - 192'-0" EAST ELEVATION SCALE' 118" -1'-0" 192'-0" WEST ELEVA110Pl SCALE' 1/8" -1'-0" - '- -- --. ::: - EXISTING OVER HEAD DOOR o - A b -' <.0 C\J ') . b -' <.0 C\J ~XISTlNG CANOPY .~ o 90'-0" -- ,[ ,l . o -' to C\J , GRAPHIC SCALE 804 8 ~ 1 j ( IN FEET ) EXISTING OVER HEAD DOOR EXISTING OVER HEAD DOOR NORTH ELEVATION SCALE' //8" .1'-0" 16 . o -' <.0 C\J 1 Date Reee\ved: 'JUl 2 ~ 11lJ1A Final submittal -..,.. >= CD :Z o i= 0.. (1)0:: . 0 =Z (/) Q.LaJ - 0 ~(j) :;:z w2 a::~ . > LaJ 0::: ~ .... <t o Q::: - 0 I..a..J a...j ...............;:::. C)Vl 1;( Q: ~ ::c:~:<:: O~ ~ -- """- ).... r-- >~Q:. ~ ~ Q: :J:: 9 laJ . .. ~ ........ I..a..J ~ ~ ........ U :<( G: . . Laj - !:::: ......... ~ <.!> ~: ,. '" ~ '<( ........ 0 '-J . ~ :r: ........ ~ ~ i:: a: (J Q. 0 It') Q:: ~ t--: ~(I)U(Qo.. ~ ~ _~-<(VlN)Vl ~ t) a... c , . s ~ o d 0) ~ .~ co ~ 01 ..... l:ot I ~ ~ co~ 00 r--~'d · l'- l:'-...... d ~.-..~ 0 r-- :=' d ..... 0) ",' ~ bO C') ~ ~ 00 ' ... co ..... E-t ~ 01 S . ..d'Q)lro ~..... co Cd ~ ~'bD~..d ~ ~ d--~~ ~ ..... _I'" - O~~,Cd () ...... ~lO ~ ~ (l? 00 "";"",J:J J..t +' 00 . Q ~ ......... ... ~ d . ..... ~ (l.) Q) ,.Q Q ~ Cd ~ ~ ~ . ..... 'l>! . .... to> DATE JUNE 2, 2008 SCALE DRA WN BY DESIGNER 1/8"= 1 '_On JLB RF "; " ~ CHECKED BY . PROJECT NUMBER SHEET NO. -A 1 RF 07-194 1 0 OF 11 SHEET(S) ~ ~ 2 a: ~ >- U ~ (:) ~ Ct) o o C\l ~ C\l ~ t::.) ~ :--t ~ trj ~ t-....4 ~ ~ ~- --' , 1- : ~.- -------------------------------- v " · . . v . . . .. ' rJ ,.. .', .', . )/ )( - , X //" ')// '''. //, ~ ,'r/ . . 7 Y ?\ ) 'y V/ /^V/~/, / ; y/~ ~7 X / '>// '>( x.~ ,,' y/ "'/,x// ")<', :/, ~.~, / X ,/> "'x/ // ':x// // y "></: / ''', /. / ,,/ ,,' / V">( X / , ~. / \/ X" ,/ >/ )<')<' / ',>;// 'X/ V / "V ~('>< / '> X, X / '/' ,^' ./ ' / '" / / / ....... / " / ... / ,./" / ,/. ,,/ /" /. < > ~.___0_. 1-- z / ._____JJ (J,-\, .\}X~~, , \ 10 AUC ------- --------- ~ .--..1.' .~. .-- " :::: ,,;- ~ /, 9 ZSVG -' ~ g II I ~ ~ 1: in . \" \ 6VY Ii'llRE STAKES Jt..!ffI SPl:CIFII:D - EVENL.Y SPACED (:2) EACH ORNAH!:NT AL./CONIFER TREE (6) I:ACH $HADe T'ReI: I { i I' ~' 4' . SLOpe TO 6~ REMO'IIe SlJRLAP Ff(OM TOP 1/6 OFROOTBAl.L MUL.CH 1'6 SPfCIFIED (:2" CLEAR AT TRUNt<) COMPACI!:V TOPSOIL. (B~ ROOT BAl.L.S ONL.Y) " ' "'t, -~ ~ ~ << 1: PLANTIN6 SOIL. ~id ' j! lil SlJB6~ Nore MARl< TI-lE NORTI-l SIDE OF TI-lE 1"REE IN TI-lE NURSERY. AND ROTA re 1"REE TO FACE NORTH AT THe sire VIlH!:N EVER POSSIBL.e. O TYPICAL TFtEE PLANTING SECTION NTS . , .:; L.ANDSCAPE ~UIDEL.INES c L OS' c . <:::)0 E . '\ f 0S' c L ---I- . 1 c ---J L .J . T c c ~ .0 ~ <- 1006 <:::)0 :) / Y / / " '>( ,'x/ // /y" / ' Y A' / ';'", ,/ '''/,/ X . /,,, /' '" / ". / ./ , / "><.......' ./' /; '/'" , / X/ ./ / , ,/ . , / './",/ "y/ ,"'~/ ')( / / ,/",. // /.. ./ > .~ >><X / / , '>,', , . ,,' x....... / // )/ ...... /X Xy/ './ ><\/ / / ,- '/ )/ / / X/ /), ,/ , ,X" '/ / ' / ; /)< L ".', 7 -.',t" 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 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 . I I I I I I I I I I I L." _ v 6AUC. ---------------------------- 24 6ETC ^ ^ 1 ZSVG -/A' . 1}JJ '1\- ~\. .1 _ 1 J~ \ 1_ A 'v ~~ 8 , i -----.-- ! ~-- f'...==> -----------------__L~_ e 6ETC PL.ANT eCHeDUL.e KEY GTY. BOT ANIC,AL NAME c'OMM6N NAME SIZE COMMENTS I KEES PS 2, Prunus sar~entif sargent Chert"lJ 2" Gal. 646. matching. full limbed up to 0' ZSGV 6 Zelkova serrata 'Green Vase' Green Vase Zelkova 2" Gal. Matchln~, limbed up to approx. 6 ft. _ SHRUBS AUC 16 Arbutus unedo 'compacta' strawberry Tree 5 gal. matching, full, 96" ht min. 6crC 92 Berberis thunberfJlI 'Crimson Pygmy' Crimson p~y earberry 2 ~al. matching, full OB 10 Osmarea burkwoodli Osmarla 5 gal. matching, full RIS 2 Rlbes sangulneum Red flowering CUrrent 5 ~al. matching. full A. 50IL PFtEPAAATION AT PlANT BEDS 1. FINI5HED ELEVATION OF SUB-BASE TO BE leu MINIMUM BELOY't FINISHED $AADE. 2. TILL 9UB$RADE THOFtOV$HL Y TO A vJ:r I tf OF e" MINIMUM PFtIOl'{ TO PLACEMENT OF TOPSOIL. S. PLACE le" MINIMUM OF TOPSOIL OVEFt TILLED SUB$FtADE. ADD 4" OF OR$ANIC MAIc:rc..1AL AND 15-5-10-10 Ft::FtTlLIZER. TO TOPSOIL AT THE AAre OF 20 LBS. PEFt 1000 SF. FtOTO-T1LL AMENDMENTS AND TOPSOIL TO A DEPTH OF en MINIMUM. 4. PFtOVIDE S" OF SHFtEDDEO FIFt BAFtK MULCH OVER ALL PlANT BEDS. B. PlANT MA-n::Ft1AL 1. PFtOVIDE ONLY HEALTHY, FULL PLANT MA"T"EFt1AL AT SIZES INDICA I a:v. 2. PlANT SUBSTmmONS TO BE APPFtOVED BY lANDSCAPE ARCHITECT. S. PLANT LAYOUT TO BE APPFtOVED BY lANDSCAPE MCHITECT PFtIOR TO INSTALLATION. I~~I~ATION NOTES . . 1. ALL PLANTIN$S PFtOPOSEO FOFt THI5 P~JECT Ar:te DFtOU$HT TOLEAANT AND SUITED FOI'{ THEIFt P~POSED $FtOV'iIN$ CONDmONS. 2. TH~ AAE NO L.AJ.^U'4 AAEA6 PFtOPOSED FOFt THE PFtOJECT. S. THE APPLICANT P~OSES BUILDIN$ THE PFtOJECT Y'tITHOUT PERMANENT IN-$FtOUND SPFtINI<l-EFtS. 4. ALL PLANTlN$S V'iILL BE MANUALLY V'iA"f'EFtED BY OV'iNER AS NfCES5MY TH~$H ESTABLISHMENT AND IN TIMES OF ~ DFt0U6HT. ~ENERALNOTES 1. SEE EN$IN~'S sire PLAN FOFt COMPW:IJ: EXTENT OF SITE AAEA. LANDSCAPE PLAN - - o 2 5 10 20 40 SCALE: 1" = 10'-0" PL..ANTIN~ L..E~eND Date Received: ~' JUl 24 2008 final Submittal (Z) NORTH ~G\ ST.E:l?k~, .[~ t-t David J. Dougherty e-. ~ u ~ OREGON ~ ~~ ~ 4PE A.~'V~T \JI 5l ~ ~ " .sf l~; ~i IJi - . ~ il :i c: o C> Q) s.... o ~ 'U - Q) q:: C> c: .S:: a. C/) L~J I- - en 1:: w (!) > ~ c::: I , <( ~ Q) 0 a.. :::J c:: r- Q) ...J ~ <( 0 c: t=-: . . ~ () I W 0 a. ..c: ..., (f) +-' 0 en <<1 a:: <( ~ a.. DATE: 1.2-1Gf-1 , REVISONS: ~-1, 5-8 1-.23-8 l JJWG NO. LA-1 DUl Inc. COPYRIGHT 2008