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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/29/2009 6898MAIt\ SI'REEf SPRINGI-IELU, OREGON 97478 3 '-' _) ; 'i G 0 W 'l-=~ G .350'! & G 350 '\J, __C I I 20 IVY 5TREET JUNCTION CllY, OREGON '37448 FHONE (541) '3'38-8544 FP;;{ (54 J) 9'38-4GG7 CONTACT: JOCKGIBSON E-MAIL: Jifilbson@lochmead.com A~C1;i:C- T 3G ARC c- T:C- -5 & :> _A ~ \J :{S/ \JC J 32 EAST BROADWAY, 5UITE 200 EUGENE, OREGON 9740 f PHONE (54 , ) G87 - J 0 I 0 FPV< (54 I) G87 -OG25 CONTACT: JOHN LAWLE55 . E-MAIL: Jlawless@tbg-arch.com CONSU_-A'l--S SS&W"C. - : '\IG ~: :~S 5URVEYOR 4: CIVIL ENGINEER 2350 OAKMONT WAY, SUITE 105 EUGENE. OREGON '3740 I FHONE (54 I) 485-8383 . FAA (54 I) 485-8384 CIVIL ENGINEER CONTACT: RALPH WILSON E-MAIL: emad@55w-~ngmeer.com SURVEYOR '. CONTACT: MIKE DAHREN5 E-MAIL: ema.l@s5w-engmeer.com ~ ;:: ~ r:; o N o ~ ti <( o ~ o c '(6 :.: ~ :6 m c:: g .D G oE ..... a. 8~ NN 0(9) a~ 0::0 o..N o " Nre .. a. Q)Q> E(I) co c: .. c:: c:no .~ -g e~ 000 SC- ~Mt~ + ASSOCA-:S, __C LANDSCAPE ARCHITECT 375 WEST 4th STREET, SUITE 20 I EUGENE, OREGON '3740 I FHONE (54 I )G8G~4540 FAX (54 I ) G8G-4577 CONTACT: CAROL SCHIRMER E -MAl L: carol@schlrmeras50clates.com A,33 (~:V-A =,;ONS ALUM CB CLR . eMU COL CONG D5 E EC fLEe ELEV ET EV EQ EXIST or (E) He HT MH MAX MECH MIN MTL OC OPP rF 5TRUCT . S"M TC TOP TOS 1YP UON VfY . WI W/IN ALUMINUM CATCH BASIN CLEAR CONCRETE MASONRY UNIT COLUMN' CONCRETE' DOWN 5POUT EXISTING ELECTRICAL METER. EXISTING ELECTRICAL CONTROL BOX ELECTRICAL ELEVATION EXISTING ELECTRICAL TRANSfORMER EXI5TING ELECTRICAL VAULT EQUAL EXI5TING . HANDICAP PARKING 51GN HEIGHT MANHOLE MAXIMUM MECHANICAL MINIMUM METAL ON CENTER OPPOSITE EXISTING POWER POLE STRUCTURAL 51MlLAR TOP Of CURB TOP OF PAVING TOP OF SLAB . lYriCAL UNlES5 OTHERWISE NOTED . VERIfY WITH WITHIN NOTE: . THIS LIST IS INCOMPLETE. VERIfY ABBREVIATIONS WITH ARCHITEGr .' SYM30_S. ROOM IDENTifiCATION BUILDING 5TRUCTURE GRID DETAIL REfERENCE5 LAND USE CODE NOTES . ROOM NAME # 0-- DWG. NC?~ fX\ SHEET NO. ~ 0. ... . . l' I ~ . ! J .~W 'lG 'l):X ! TI TITLE SHEET i ! C.VLI C I . EXI5TING CONDITION5 C2 51TE UTl.L1TY FLAN C3 51TE GRADING AND DRAINAGE'PIAN C4 DETAILS A ~CI- TECTU RA_ Al .A2 A3 SITE FLAN FLOOR PLAN EXTERIOR ELEVATION5 _A ~ c)SCA :> : L-I L-2 L-3 L-4 L-5 PLANTING PLAN PLANTING NOTES SPECIFICATION5 5FECIFICA TIONS SPECIFICATION5 to . . . . ~A {< \I'G .CA ~C,-, _A --- 0 \IS' . . . PARKING CALCULATIONS ARE PROVIDED FOR RErERENCE ONLY. WITH' THE EXCEFTION OF THE'EXISTING pARI MART STORE. VEHICLE AND BICYCLE PARKING CALCULATIONS ARE BASED ON A5SUMPTIONS Of A POSSIBLE TENANT MIX. VEHICLE PARKING VEHICLE PARKING SPACES REQUIRED (5DC TABLE 4.G-2) RETAIL SALE5, PERSONAL 5ERVICE, OffiCE I : 300'Sf GR05S fLOOR AREA 7,500 Sf/300 TOTAL VEHICLE PARKING SPACES REQUIRED TOTAL VEHICLE PARKING SPACES PROVIDED ACCE5SIBLE SPACES (9'-0" X , G1-on WI 2'_0" BUMPER OVERHANG) STANDARD SPACES (9'-011 X I G'-O" WI 21-0" BUMPER OVERHANG) .' . . . (E) STANDARD 5PACES (91-011 X '7'-0" W/ II~OIl I3U~PER OVERHANG) BICYCLE PARKING . . BICYCLE PARKING SPACES REQUIRED (SDC TABLE '4.~-3) .. RETAIL SALES, PERSONAL SERVICE; OFfICE . I : 3000 Sf GROSS FLOOR AREA. 7,5005f/300. TOTAL BICYCLE PARKING SPACES REQUIRED 75% SHORT-TERM SPACES REQUIRED. 25%' LONG-TERM SPACES REQUIRED : TOTAL BICYCLE PARKING SPACE5 PROVIDED SHORT-TERM SPACE5 LONG-TERM SPACES 24 SPACES 24 SPACES I SPACE . 15 SPACES '8 SPACES 3 SPACES 2 SPACES. I SPACE . .7 SPACES 4 SPACES 3 SPACES (LONG-TERM SPACES WILL BE LOCATED'WlTHIN TENANT SPACES AT THE TIME OF INDIVIDUAL TENANT fNflLl IN . COMPLIANCE WiTH BICYCLE STANDARDS) .V~CINI7y,'MA ~ N o . N.T.S. . -rT'~"''"iih; "Jqtu~ t I' \,. ,',,1 LI-~ -'J' :\ - j .-.. ~1 "1 '--~ -- .' :"",4-.~~.,L:~~.' '~l.' .l....l:..:..~~.h. . . ; . f. J ' :' .'. ...~ 0' : ill" ~ ~. , .'i.~ . ,.), /. ~~.....,~f',i Il ,"'0_' . ...... ...... I- -.. -'. - ., --1.~ i, t "T'l<'t':''''''' .....-...~ 5" ' , ".11 ',' " '." ......- -:-." ...~~~ ..." . g__ l f ',.' ~ \.;. . W-"( ":"'" ,n':"~ I. .... '"';':..... '. :....:. U . ;rt.:;.... -, ":";". ,', ' . , j ~ ,I , l ~ '. .: .,. : .,..;...... . """.' ~~~ ", .... ~,_ ..... .' .... '- .;..;.. __ '. '. ,. _,,~..:J''Yj.....~' J . 1, :-. . ~ - '. ti" ; .. ~;~",,: , ..- -0;- '.' .. ~ "",:",~ -" >-'..1..... ""J,r ...f'IIt .,.' ,. <0 -. " f' w..:.. D' '::'-'. -:'$1+ ~ ........ .,,~.... 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'.,~'4:i;.. ,~: ~~.fj,r '''~' .' ) B~ '! . . rr"l tp.~f~~r:r:'~r JI~$r":~~'.-....:- ~'~'~~:'lK::!fflt:~;:p~:TN ~\t !,-"~ ~L:.L... ' ..... ~ .' :~.J::;c-" , t. t.; '. t! . ..; --.iJ if' "IIH -h- i .' ~ . .' '. '. ~"..' . . ,-' , - '~'''f' .i .~. '. . ... ~. . . .j '-" ,~"':.'. .. ::'.~ -,' :.' ~77:-.;':'~ :~~: ,~. ...::. ~\l:'~ ;.~..::...-~ . . I ~. ..' 1 .' ~'. ....J." .'-'711'( '.:.... :~r~ ,: ."~- rE~. . '. -f__ -::-.." -' " ~ ',: :: - ,-:... 7J.,' ~.. ;....:....":,,,,", ~..,~ :.. " - " -_~,L~;. '--'~l'-~ ~ Jlt'1~ ?:~ ',~.:. ;:,' .::.< ;-:. ..'. '''f:ir~~~.:~l ~ il: .: J ,....- " f ;1:.J1 ,. . L..L.[IJ... J . : : '~~'. ~r:' '~"" . - .L_ .~~ It.':? ~ r~" . f:17J' -: i ft::: ,':- .': '. ...;.... . ;-~.~]~~ ~"f- .' e'b / :' t/J 52 .,;" '~-":": .~m "''''''~~'''- . ',' " . . ,,:,,' -' I;U'. ' ~ ' '" .' , , . "r -- f~' - ~--'h. .' /. ,: -.'''. .--- #'. .: . . . . f. .' ; J .~&-~- If~A.~_.. -:,~ '...- ~rf\))~1"~~'t-.."!;~,.........~.:tt~. . ; ~.. "; '"7' .' .....~.i /~'L "';11:' J . '. ~,iJ.l:;:j'!. I;' ' , .:. -.- · . l: ' " ." ,,"'~ :"".~. 'f -:- ~.. ... - lot . I. . . . . "' \" " ,. " ". "... . '.' . t : .. "..~... ',1~-", ."'.-C'" .'. ~"""'.. t.... .."'......:"...l.~~. f t::9tJ. : I \i"' i~' r; . .~:-:-.. -.., ;-/ ~I .,.CL a:.I1 ~...c: , . '., '.~ ~'~ .. rl:rj ''if' '- ..;-~.':.... :- -:- ~ ':, .,.... ' '-.';' - -""': i.~' . l' ,:v..,.... . ~ . ~ ........., . ... " -..."..,. , . , ' .Rx .- : '..' L.r~.l:ilil, ~ml r- . .....,J~.c . . .. ASS:SSO~'S,,'MA:> & ~AX'.'_O~' . . .' ASSESSOR'S MAP#. 17-02~35-32 TN< LC\T '. 53 I 7 . ;3AS~S' 0':'. D:S~G \J:' .' CONSTRUCTION lYrE: TYPE VB OCCUFANCY GROUP: M AND/OR B ZONrNG DISTRICT: NEIGHBORHOOD COMMERCiAL (NC) . .' . BUILDiNG' CODE: 2007 0.5.S:t. (200G I.B.C. WI . . . . OREGON AMENDMENTS) SPRINGflElO DEVELOPMENT CODE' . ADOPTED: MAY I 98G, LATEST REVISION FEBRUARY G, 200G. PROJECT DESCRIPTION: . .FROJECT .SCOPE OF WORK INCLUDES THE REMODEL Of THE EXISTING . BUILDING FACADE. THE ADDITION OF . 4~GOO Sf Of'MULTI-TENANT BUILDING SPACE, AND THE UPDATE OF ASSOCIATED pARKING AND 51TE INFRASTRUCTURE AS'REQUIRED fOR THE .PROPOSED ADDITION. . THE . EXISTING COffEE KIOSK AND RELATED QUEUE LANES AND SITE' . .1NFRASTRUCTU'RE ON THE EAST SIDE Of THE SITE ARE TO REMAIN. UNCHANGED. THe EXISTING DRIVEWAYS ON G9TH STREET AND MAIN STREET ARE PROPOSED TO' . . REMAfN." '. :. f'lt~ ~.'" '" . I 6TL 3 pagVJl .)cf1D{fyCOtQj. /: -.... ') 1f?.E- 5u I':J iU 11'J7tL-1J.A'JG C5 ~ .;).w:;f " . b 6....'1' t ....~ . . LAND U~3E CODE: .TBG ARCHITEL I S & PLANNERS / INC 132 East Broadway . . Suite 200 Eugene,. Oregon 97401 (541) 687..1010 Fax (541) 687-0625 z o ~1I--1 r~ 'JillAlr.l.w~IL ~t.w!..II.... . ,OREGON # O O~<9 F . o < ---I' 1 ' <U r:d ..l1*IOL'U, "" ~ ....... ~Z:". z~ <5 ~.. . . . '. o(j o(Jz '0 ...c(f) '4"'l",..J . . co.' ~- ~lJ co= ~ ~' ~ '0) Zi o ~~ LJ.J ~ . ~o 1-' V)O --J Z L.U. =< u:. . ~ LJ- .z CO _ ~ ~~ coo- ~ c..n ---- -.-- c -;- S -. ~ - '~-- " - _ -;:- J _. -, " .., - - - ~ - - ~ i ~ ~ ~-- < ..... : -...c --- .. ~ - . - ~ ~...: ~,---- ~ ~------ PROJECT # DRAWN . CHECKED DATE , SHEET 200710 'MPMt KGT jL . .09/29/2009 '11 @COPYRIGHT 2009 by TP -bltect & Planne(S/lnc :;: ~;~~~ ~. i : CONSULTANT. T13G ~ \~ ~t; \ ~\ LEGEND ~ S~1f11 9nc. engineers SURVEYORS fPLANNEI<S EXISTING STORMWATER VAULT RIM=524.58 FL=516.58 ARCHITECTS &. PLANNERS / INC o ~ A ~ s ~ \ ~ <.:l FOUND BENCHMARK AS NOTED HERON EXISTING SPOT ELEVATION EXISTING TOP OF CURB OR WALK ELEVATION EXISTING WATER VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING STORMWATER MANHOLE EXISTING CLEANOUT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING TRAFFIC SIGNAL BOX EXISTING SIGN EXISTING GAS VALVE EXISTING TELEPHONE RISER EXISTING POWER POLE EXISTING SiTE LIGHT EXISTING POWER POLE ANCHOR EXISTING ELECTRIC METER EXISTING ELECTRIC VAULT EXISTING ELECTRIC CONTROL BOX EXISTING TRANSFORMER EXISTING IRRIGATION CONTROL VALVE EXISTING OVERHEAD POWER LINE EXISTING FENCE LINE EXISTING CURBING EXISTING CONTOUR LINE EXISTING STORMWATER PIPE (SIZE AS NOTED) EXISTING WASTEWATER PIPE (SIZE fjS NOTED) EXISTING NATURAL GAS LINE (SIZE AS NOTED) EXISTING WATER LINE (SIZE AS NOTED) EXISTING UNDERGROUND ELECTRIC LINE DENOTES LINE NOT DRAWN TO SCALE DENOTES RIGHT OF WAY DENOTES OREGON DEPARTMENT OF TRANSPORTATION s -~. ~ + 397_76 + 397.76/ ~ST C) ~ THURSTON RD -- ~ / lii ~ CD 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 3: t co OW OWM -erFH @ @ @ lbll lii ~ co - GAS 2" GAS GAS . W W (.; W 6" W W 0- . ~ ~ <.:> -GAS t;; ~ tl) \ tn 3: J....S.T -- .A.SI.,J' SITE J (J) C3 ( ~ ~ ~I ~ ~I"EET H.YY' l~~ tn :r: \ 08 t N II) ~ \ \ \ - \ ~ Iii t:8) * CD to I In ..a 3: oG ill -o-pp ):{ c ~ OEV DEe DET O/CV SEE NOTE 2 Ii; :I: ~ Mr. VERNON u) ". tn o 3: \ ~ 5.00' ~i co \ "-~ ~O \..~ ",\\.. \~ ~\ SEE NOTE 3 \ 40.00' \ ~ ~ \ ~ \ Iii ~.J Iii \ ~ \~ In ~ ~ \ ~ \ ~WIY~ \ 18H o. r ~ I C)" ~i'---X' >. .)(- n,~' ',\ '~ti 0/' ___~ ::1:\'. n.~' r""f ~'" 0 \ VICINITY MAP - NOT TO SCALE 3: NORTH G:i I.J.J ~ (J) :cl I- 0) (0 l.L.. o & \ \ \ 3: ~ OHW X OHW X - 3: 30.00' OLD ROW .... . 250' TAX LOT 5309 LOT 20 TAX LOT 5308 LOT 21 W 2 ::II ct: w ~ LLI U 9 o I TAX LOT 5307 LOT 22 ST WW GAS W ST WW GAS W ~!O- l-\O~t. '\ stt ~ z 0- ~ \ \ ffi a ~ 5 s E E ~ 1\tt ROW OD07' \0 ~-- EXISTING WASTEWATER MANHOLE- RIM=527.00 FL 10" S.W.=514.36 FL 10" E.=514.35 I ~ I ~ /~ \.., '., ~. ~3: /,"J t..~ ...........~ ^"w' ^ WW ~s 15: 6.0t l}\ . l><" I & \ E E ~r- s: i-.. : ..~tV' \ r: ~~l< tl3: . \ ~~ \ ~ .' \ 1" = 20 I- I SCALE (.) ::J m :J Q.. b o d ~ EXISTING CONCRETE \ :J :J <( :r1r-~i,;~'j;1t~ _\:~;':'~~ik:\t:J~'7;.':'!:;.\I..lt \li~~'.,-,~r.i""t"<J:,{}1:~. EXISTING WASTEWATER MANHOLE RIM=526.49 FL 10" S.W.=513.99 Fl 10u N.E.=513.98 ww o 10 20 40 EXISTING GRAVEL \ \ c~_ ~~ =~ A..~ boo' ",ty l !. WW ,~'l 89.~1'09ft'Jl E. 2~1_2~;Y -:A. )._ ~~ ''''.. VW 525.6~~ ...Q 12'" WW WW ww^. yifi.. ..~ ~ . ''''... _ . C'\ IT:'" " .. /' --C;or'" .."...- .~......: j ","I-J f?!'''' r:f''-# E. t:. 'I::. .. ,~r ~ ~ + \ of ",tV $' 1,,r,,L!J __" . ... . ",'i7 ~ ",~~tf:~ ;t~ <-)\1 .. ..--. '?"'~- ;- ~ ~b \ l.&J OJ'' \l~ ~1~:}~'>i'>b'b l' ~ ". ";.Q f;:) fQ ~~~. " ~ ".i' ~. . ~ \. ~~l?> r,:::' ro'P !\,ro. . .,?'V _ !\l :~~~.. . I br:pf:) \ ." .p . .~... ,?~'o ~ \ lL\ \ ~ LOT 1 0 ~-'....,... ...___.,. [\ L._-.. '"''.''' ,,_~ I n.'o:--~ 'o~Q tA ~ ~ ".--' ~~~,.. _.! '?~T_~ 1<:> ......~~_'.h".. ~!\.'o' ~ . .. L \" L " . _. _ .... '" ~. '? ,,'0 .:. ...... ~ . .... ~ ", ,', '. . .'" '.....' . . 'cf'. rv'o' '9'" Ibtl,. . . '0" " . to" fI..'o' ,,~ .... " !).<'o' n,/(J' . ~. , : ~'o' . ~. '0' h ~ . I ~ " .. I" . . .' ,,:>'V tI .$'... r.m. ~ 1 "It~ 't i i !:). 1 . ... / -. '<""~V'.b. ~L"i:Cf.~. -~ ~.J: i~'. ' ! !',.'o"? : . : !',.'o':'- - . #-... ... .--- l.T ~''1' A} /<oor ., l " i ; : ":>: : I ":> ; "rv 1 V~'9"'.1 /~'.A t ' : ! : ACP RAMP --/ ,. ""-'~-"'-'-i :." .".J1.....l---------' ---------=.::.:::r--....----....----. 1 ~@f{i~ . i . ..f OvfRHAN~ : ! ; ~,>~1'OB ..~~ ~~~~J ,u.,.;.,:.." , \ 52.; ..g~c~N~.:~RMWATER . ~ GRATE;;=525.68 FL 8" i'r:,f"N';W:::::523.33 FL 8)) OUT 5.E.='523.28 '0'" ~...:.- - :r '" -,., 1\ 1\ WW ~ \\~ \ ,.~...)?::.!r:tt _.._,_._~WiL__ ._;..:-..Yf'N ;.0(\ 1 ;!( I EXISTING DECIDUOUS TREE, SIZE AS NOTED ')\, ~ '0' 1~'V -I:: NOT,ES: 1. RIGHT OF WAY DEEDED TO ODOT BY WARRANTY DE~D RECORDED NOVEMBER 5, 1997, ~ECEPTION NO. 9775735, LANE COUNTY OFFICIAL RECORDS. 2. AREA DESCRIBED IN CITY OF SPRINGFIELD VACATION ORDINANCE NO. 6057, RECORDED OCTOBER 28, 2003, RECEPTION NO. 2003-105436, LANE COUNTY DEEDS AND RECORDS. THE VACATION ORDER RESERVES EASEMENT RIGHTS OVER THE VACATED AREA FOR ANY UTILITIES THAT EXIST WITHIN THE VACATED AREA. 3. 40.0~Y WIDE STRIP OF LAND DEEDED TO ODOT JANUARY 20, 1931, DEED BOOK 167, PAGE 597, ~E COUNTY DEED RECORDS. THIS SAME STRIP OF LAND WAS RELINQUISHED FROM ODOT TO THE CITY' OF SPRINGFIELD BY DOCUMENT RECORDED . OCTOBER. 30, 1968. RECEPTION NO. 43612. THIS RELINQUISHMENT OF TITLE DOCUMENT RELINQUISHES THE 40.00 STRIP "ONLY AS LONG AS USED FOR PUBLIC PURPOSES". WHEN THE CITY VACATED THE AREA INCLUDED IN THIS STRIP, THE FEE TITLE TO THE ~ I KIP REVERTS BACK TO ODOT OWNERSHIP. \ , ~ o ,t>. ~. .f'~ EXISTING STORMWATER - CATCH BASI~ GRATE=525.4 7 Fl 4" IN 5.=524.73 FL 8" OUT S.E.=523.79 t>.~+ n' t:>tV PHALT~ EXISTING Sp,NITARY SEWER- STUBS PER CITY OF SPRINGFIELD w In <(u .....J ..J........J ~ /.... z~ <(~ ~o .~ ~/ ..cO ~rJJ ~~ \00 ~ '0' ,,?'); ,,'" '0' ,,:>'V 1 t:>'o n' ~tV + NOT~: THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. SEE NOTE 3 ~ . ~ ~ lii . CD CD ...... w ,70 '. ~ . > ....'?'O ~ ~ t;; ;r;((} ...."+ ~' ,?'f. POSSIBLE LOCATION OF EXISTING SANITARY SEWER LINE. (VERIFY) ,\Q)~ :. . ~. ~ ~~ :'. .:' ,:y #...~. .... '-~ ~.. ~ '{'l ~ ~ > ~ W W (Y r- (f) :~ ;0 w; \ .., . , '. 'or:.'\ ~ ~~ w 0 '" . \ \ In ';5'<'.>. I' ~. 'J: EXISTING BUILDING TAX LOT 5317 UTILITY NOT~: UTILITY LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION OF FIELD SURVEY OF OBSERVABLE EVIDENCE, UTILITY COMPANY LOCATION MAPS, AND OLD CONSTRUCTION DRAWINGS AND ARE"' SUBJECT TO FIELD VERIFICATION. ~ ! w In . S<,> cJ o o > to ,~ ,;~ N(' ,.,.'J ~ xn;f~ 1- ~ ~ 't,<tp ~. ~ ,,'f. ~~ ~""'" It) h. ;8~ . . mO ~~ ~ ~.': :....... f. co " ~ 1'-.... ~ Z o lJ }-W LU~ ~O r- " trJO zuJ <u: ~lJ co~ Ol~ coo.. \OUl ~..... ~. ..f.''\i .) ~ co I ~... fI)' +t.:.'V . '" TAX LOT 5316 LOT 9 . SEE. NOTE 2 .' ~ e" ~c., ..# f .... E1.EVATION NOTt;: ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM. BENCHMARK USED WAS CITY BENCHMARK NO. 13, A 3-1/2" BRASS CAP USC&GS 110' WEST OF 69TH STREET, 25' NORTH OF CURB AT THE NORTHWEST CORNE~ OF THE INTERSECTION OF 69TH STREET AND MAIN STREET, STAMPED "W352 1943" ELEVATION = 527.93 . roC;>'" t.:.'" + SEE NOTE 1 ; )~ .. 526 . 'i\"'?~ ~ ~"It" ...." ,: ' ",tV' ~ fo' !); +" 24.0' PAVING .....-- . ~.s<$ ~ .s~ ..J: ~6' <t~ 'S( ',).9 "61 ~ ~S61 > ~ ....tl,. ~, .-1 -t I r . OJ to ~ '0' -t?~ i.,9' .f>.'V , ., :\? t:>"l.- .. III '" ..., # f;:)tI;J ~'):. I ":1~ ",. +~ )c; ! I ~ O~ '" ~\ ; ~"It \-...1l : ,,:>"''0' ("'\ I ~ -F ~~V '!>ii.~ ' S ? ._1 i~'V_ ;,~p . ", 521. .r;T ~ ftN 89-41 '09'. W...... ",..' --......527 ". .$~~1. ICV~,>~1:5' :."pO ~~" WM ":10/' :\. 1("It . " :.: ~",:-~' ....', -~. ,T .' ~ '" .T,- :\'f. ." '.<C. '_' ~ '.. BOUNDARY CURVE DATA TABLE NO. RADIUS DELTA LENGTH CHORD C1 33.73' 51.16'32- 30.19' S 64-50' 43ft W, 29.19' '!\ l' . \ l' lL\! ~ I j U'lt )( ,,'0 ~'\.'o' ~<p' ~.., , ,!If n,'o ." "'. ,I ASPHALT ,,' 1'0' ,,'V x LINE TABLE BEARING N 89.31 '12" W SOUTH I I EXISTING STORMWATER MANHOLE x I RIM=526.13 ^J~"'~ I FL N.=516.30 !',.<'o' '-)r(9' , _ _ - FL aU E.=516.26 1)~' .~~ x'" FL 12" W.=516.05 I. ' \ ~t.:. i " ~'o ~'O O~. ~Oj ( "'. ':\: \ ~' ...~IQ' ~. . ~.., l'i ... WM ",'V l~. " .'. ".,. ~v " ..' ~ " ~~~~'" :. " ,'T: ......,:.... !~"It~~' . . S1 W . 3" ST8u W S1 W . 'S1 wST'" ~ .' s,l ~ w , r ~o, ,')"ItIQ! /'1 3:' . $ ~ '\":> ~ ~ !O. ~ ... "V'~61 ?;" _ L 1 .... 'I G'- ~ - .. - . ~\ .., -- W !{i . .o.~ "- L2 . o,~"( rc:> .. ..... . ;"...Xf ... .~'V : DISTANCE 13.58' 2.82' NO. L1 L2 '\" roo ,:>'V q}' .~"l.-ro' 'o~'" ~."p .1~~9' "~.":.~. ( .. ,<-)\. .. .' .~~. . -'T'" " ~~.r.:." . , -,T D~' " . .,I'~'. . -".'?~~.. ;:,.' ',' T.'. > , ST4' W ST w . ST W 8" S18" W-'::" W ";.0; ~. 4, I~" .s~6' .~ \ 20S~'.22','l7i" ~ .~. ~ ~I~I'I. ) J to' :\~ '\. <--~ l~~ '. '. . " .. .' '\ . 'T-, "T j;' - , .", '. -~'Y:- -. , 51 W . -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------- I G& . .....<<' ... . >:0' \)'I! <-;'Y~' ~x-s- 'lG CO '1-) - 0 '15 15.00. PUBLIC SANITARY /STORMSEWER EASEMENT REEL 406R. RECEPTION NO. 37450, - LANE COUNlY OFFICIAL RECORDS ~ :'\. I ,,'Y AI ~ ,~' . lii . ..... '. :,\,!<bJ .,~'\. -------------------- .} ., T . ST' W 12" ST 8" W W !\!w (\'? ,,'Y 3: w (!) z ~ 0.: '8 o It) 4" GAS- GAS-' EXISTING STORMWATER CATCH 6ASIN GRATE=526.66 FL OUT=524.76 FL BELOW=517.34(VERIFY) t (') 'b ~ ~ ~ ~ -J ~ I ~ ~ J. -~ -ct,- J: v1 C < \ Z G WAY PROJECT # QRi\WN CHECKED DATE 200710 NEG MD 9/29/09 SHEET C1 2of/3pOtOes \., TBU CONSULTANT 3:: S~ff1/gnG tnglneeFs SURVEYORS fPLANNERS ~ \ \ _ ~ti; \ ~~~ ~ \ ~ eONS TRue TION NOTES: LEGEND ARCHITECTS & PLANNERS / INC 0---- w ~ 1 ~ ~ 2 ~ RELOCATE EXISTING ELECTRICAL ME',cl<, SEE CONS I KUCTION NOTE 2 FOR LOCATION. t-'t<.OPOSED LoeA TION FOR ELECTRICAL ME I cR. MEIt:R TO SERVE EXISTING BUILDINe AND NE/AI ADDITIONS. VERIFY' POY-ll=t< REQUIREMENTS. CONNECT NEW 4"tP SANITARY 5&11:1'< FROM BUILDING TO EXISTING SANITARY SEHER STUB. 4"tP 5=0.0208 MIN. CONNECT NEl^I4"tP SANITARY SEl^Jt=t<. FROM BUILDING, TO EXISTING SANITARY SEHct<. MA'NHOLE. 4"tP 5=0.0208 MIN. CONNECT 11/2"tP HAleR LINE r1<.011 BUILDING TO EXISTING HAleI'< LINE. EXISTING UNDERGROUND TELtr'HONE PEDESTAL. VERIFY USE FOR PROP05t=U ADDITIONS. RELOCATE CATCH BAISN, SEE CONSTRUCTION NOTE 8 FOR LOCATION. PROPOSED LOCATION FOR EXISTING CATCH BASIN. FOUND BENCHMARK AS NOTED HERON EXISTING SPOT ELEVATION EXISTING TOP OF CURB OR WALK ELEVATION EXISTING WATER VALVE EXISTING WATER MI:.l t:.R EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING STORMWATER MANHOLE EXISTING CLEANOUT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING TRAFFIC SIGNAL BOX EXISTING SIGN EXISTING GAS VALVE EXISTING TELEPHONE RISER EXISTING POWER POLE EXISTING SITE LIGHT EXISTING POWER POLE ANCHOR EXISTING ELECTRIC Mt.1 t:.R EXISTING ELECTRIC VAULT EXISTING ELECTRIC CONTROL BOX EXISTING TRANSFORMER EXISTING IRRIGATION CONTROL VALVE EXISTING OVERHEAD POWER LINE EXISTING FENCE LINE EXISTING CURBING EXISTING CONTOUR LINE EXISTING STORMWATER PIPE (SIZE AS NOTED) EXISTING WASTEWATER PIPE (SIZE AS NOTED) EXISTING NATURAL GAS LINE (SIZE AS NOTED) EXISTING WATER LINE (SIZE AS NOTED) EXISTING UNDERGROUND ELECTRIC LINE DENOTES RIGHT OF WAY DENOTES OREGON DEPARTMENT OF TRANSPORTATION EXISTING CONCRETE s :t:: + 397,76 132 East Broadway Suite 200 ' . Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 + 397,7ST ;!: " to OW DWM .ijH @ - @ @ u;;D , GAS 2. GAS GAS W ,W 6" W w. w o-l . ~ GAS ~ 3 ~ \ t; ~ ~ ~ ~ ~ ~ 4 '-./' ~ 5 ~ ~ 6 ~ ~ 7 ~ ~ .8 ~ ~ 9 ~ ~ 10 ~ ~ 1 1 ~ ~ 12 ~ ~ 13 ~ ~ -14 ~ t; \ 08 a N I ~ ~ \ ~ \ \ cj _ \~ \ ~\~ \~ Iii . to i In cso ..a. oG ILl -o-pp ~ ( .... CI)' \ 3: l ~ 5.00' . to ~ DEV DEe Da D/cv 3= tD w 0:: tn :cl ~ <0 lL. o ~ I) 3= (I) ~ CONSTRUCT CATCH BASIN l^lITH 4"tP SANITARY SErvER PIPE OUTLET. SEE DETAIL IleA. 4"tP S=0.0208 MIN. CONNECT 4"4' SANITARY SEr-iER LINE TO 4"41 SANITARY SErJER PIPE. 4"tP 5=0.0204 MIN. REDIRECT DOr-lNSPOUT 4"4> STORMHA TER PIPE TO RELOCA Tev GATCH BASIN. 4"4' 5=0.0208 MIN. CONSTRUCT 4"4> STORMJI'IA I t:R PIr'J::. 4"4> 5=0.0208 MIN. CONSTRUCT NEW CATCH BASIN WITH b"tP STORMl^JAlcR PIPE OUTLET. SEE DETAIL 2/C4. ' CONSTRUCT 6"4> STORM~TER PIPE TO 8"4>' 5TORMHAIt:R PIPE. 6"tP 5=0.0104 MIN. - OHW OHW X X '40.00' \ ~ ~ ~\ ~ \ ~ ~~ ~ \~ t; ..,. ~ \ ~ \ ~\ ~~~ WW[ /' ~~~ CD, :J: ./ -'- \ I. '!:P- ", .c, -e,.-,,:--. x x \ ^ ., \ \ ----~ ~\- -"- '[t._ '\ ~ ~ "'-.. \ ~ NEJA/ SANITARY SEWER CA TCH BASIN GRA 11==526.60 FL 4" IN JI'J.=525.BQ 30.00. OLD ROW -- , .250 L- a w z :.:il 0:::: ~ Z W U o -' o I ST ST- PlO- WN ww- ~ :t; 5 GAS GAS W W - E r - i5 ~ ~ 5 g RELOCA TED S TORMl^IA 11=1<. CA TCH BASIN GRA TE=525.60 FL 4" IN 5.=524.86 FL 8" OUT S.l^J.=523.Q2 ~ ROW ODor :J .:J < -l <(U --l -- --l L.U ~~ '- ..... / 7~ <(~ ~~ ~/ ..cO -I--J<J) O'>~ ~~ o ::; m ::;:).. 0.. n ~ ~ ~ 6 ~ . S 8lr41'09" E:.201.o/-~' . -. .~~ ww.' -", '\wi 15\ A ~- -k. YNI'\ wi ~ . ~ )(ww AWN -,I4rt[ ,14 . l:. - -I:'.' t.' ~ .t.' E. 1E -IJ:'\ en T _.__., .. .....;,0"'.. .~....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'J . . . . . . ., I . l..:t "- ...,.- "'-, '- . . . . . . . . . . . .. . . . . .. I ~ ~ 8 2 ~ / \I~ .. ~ 4'" ~ . ~. . . ....~~:;,. ~.~l::r~ .;. ~ ~ /' \ 'I:;; ~. '.::rN 11 ~ ' ~~~.>../'.... . ..........',. :.rx":.4;'.' '" ~ ~ \ ~!h -:'1IF:" . 'irk.. .~. .: 'Ii,:....: "sr~~..~:~-:~:'>-. 10 ~ t' 4"=524.03 Iffilll!I'11~t~ ~\ \ FL 8"=523.86 ;fi'BtJl1iff)INGl ft!.'~ -i 1\ ~ EXISTING BUILDING g'~;f;\:i:;t1iB'i:~ZjJ~~ F ~ g , ~\ ~rl!I~'ll'[~ ~ \ J .. . . ~ ., .... "'"'" .' . - . ~:;'t;.>'~.~.f5 y ~~~ ... ..; . '\o~. ::-.. ......7 "Ii: V/ :~!~ I "'1"_. . ~ ~.... >.' . EXISTING GRAVEL PROPOSED CATCH BASIN RELOCATED ELECTRICAL METER PROPOSED CURBING PROPOSED STORMWATER PIPE (SIZE AS NOTED) PROPOSED WASTEWATER PIPE (SIZE AS NOTED) PROPOSED WATER LINE (SIZE AS NOTED) PROPOSED CONCRETE ww- ,', ww. ~ mIl lEJ NO I L[' \ \ \ 1. ALL CONSIt<UCTION SHALL CONFORM V'JJTH ALL APPLICABLE REQUIREMENTS OF THE CURRENT INTrt<NA TIONAL BUILDING CODE A\ND STATE Of OREGON PLUMBING SPECIALTY 'CODE, INCLUDING ALL Ar't"LICABLE REVISIONS. 2. UT/L/1Y LOGA TIONS SHONN HEREON ARE BASED ON A COMBINATION OF FIELD LOCA TIONS AND UTILITY COMPANY RECORi?S AND ARE SUBJECT TO VER/FICA TJON. 3. ALL UTILITY LOeA TJONS MUST BE FIELD VERIFIED BY THE CONTRACTOR. THE ENGINEt:t<. SHALL BE CONSUL', tv WHEN FIEL.D VERI FICA TION DISCOVERS SIGNIFICANT DIFFERENCES FORM THE PLANS. 4. 14 GAUGE INSULA I tv TONING WIRE SHALL BE PLACED OVER ALL NON METALLIC PIPE. MECHAN/CALL Y CLAMP AND SHRINK WRAP INSULA TE ALL CONNECTIONS. LOCA TION TAPE SHALL BE LAID OVt:t<. ALL NONMETALLIC PIPES CLEARLY IDENTIFYING THE SPECIFIC UTILITY LYING BENEATH TAPE. TONING HIRE IS TO BE ACCESSIBLE AT ALL VALVES, RISERS, MANHOLES AND SERVICE BOXES. ww Sf Sf ww w ., ., \ \ "'..f! ~ w () ~:.; .~: .~.':~:. ._...~ . >. ~. .:. : ;.: :. ::-.' .:.*. I- W W (Y ~ (f) ~ 1;; Ul '1/ ~ PROPOSED ASPHALT w DOl^lN SPOUT FL 4"=524.Q8 'in ,.,., r'i 0) , I . ~ " 0:> t'.... "'"' t'.... Q') Z o lJ J-UJ w~ ~O I- ' tf)O zuj <:u: ~lJ co~ ~~ COO- \:.0 V) b o d to t"'- ~ \,/ ~ X ~ 0 z S 89-44'53" E 40.00' I \ 'A \ It\ -\ ~ (J) CD ). I CI) ~ NEW STORMNATER CA TCH BASIN GRA 11==524.85 FL 6" OUT E.=52B.45 . , , -"3l ~ i3:: ," .:~ ~ 5. ALL PLUMBING PIPING SHALL COMPLY WITH THE FOLLOJiVING STANDARDS: A) OREGON PLUMBING SPECIAL TY CC)DE AND REQUIREMENTS OF THE LOCAL JURISDICTION. B) OREGON STATE DEPARTMENT OF ~ ENVIRONMENTAL QUALITY. ~_ ci ;1' . . - - - - - - - - - - ~5.00-:- PUBUC - SANITARY;STORM ~EWE; EASEMENT - - - - C) OREGON HEALTH DIVISION, \!' REEL 406R, RECEPTION NO. 37450, 6. CONTRACTOR TO COORDINA It: , I TRAFFIC SIGNAL POLE LANE COUNlY OFFICIAL RECORDS CONS TRUC T10N OF NEW rIA TER AND ELECTRIC " - ------ ----- -- - -- - - - --~.,- -- -- -- - - --- LINES WITH THE Sr't<INeFIELD UTILITY BOARD T. T T - T ' T (S.UE.), AS NECESSARY. "w w' W w w' w . o 8" W ~ \. 4' GAS- GAS- > SOUTH 41.33- ASPHALT~ an LINE . I ," ,_ " '... ....~.'. ...~ . "_ ...:.: .:.....:,: ..~~:~.- _~ hr""" , ;/ It\ ..... : \ - dl.. ~ \, :: '.,~ . . . , ~:;= ~/ ~==- ~ <3 ~ I e s ;!:~ ~'~G - L1 t~ G w~ -&-J~L2 -- :~i : 5 i, j ;y~ , rr ~"sr~" . "sr." ,sr?\" -". i:):iN 8ge4V09" W. 201.22' 'lICV~v · 14' . 0 \ w;~r '../ It\,~ y S .-- - T - .: '"" .- .:> :_A '1 rsr Sf I . -f:\Pi_ I . - T" , , ' -;' ~;ww l- ll} ~ WMD i____ T' . 'T OJ ~ -q :n :> I q- r- I ::n :3 :> :3 I ..... .... D 'D ,/ ::) c( :.> :> 'E Dtl D~ /.. me> g@ :0 en DO /0 J)N D :> .. JOJ (.'N .1.. Q. q)~ E o Cc (:1)0 S"O ~~ '- 0 ::)(f) " T ,1," -,T ':T . T , T 'T T .T' ,'T~ 'T, , ~ W - ,wO 1 a 1 a .I -;:s: ~ B" w- W ' - 11 -p @-, ST :w 51 W ST.W ST W WWST W ST'w ST,W ST W ST'W 8" W W W .W W w FL 6" rJ.=220.60 FL 8" N.=220.52 (VERIFY) Ul <3 r <.0 ~ 3: lfl J. ft ct- -~ 3: 200710 MAC RW 9/29/09 PROJECT # DRAWN CHECKED DATE I v1 C < \ Z WAY G , ...... .~... . ~'." '~'.. .:::" ':;:. ..' '. ,. ~. l~~: N' ?i\:,'::>: 3;~D~)'~' CD ~~~~ :~:;, C2 SHEET 301 /3.pa?t'5 J S + 397,76 + 397.7ST OW DWM -QEH @ @ @ u;.;;D 08 r.s:l r:1 oG fL] -o-pp p: ( (f] OEV DEC OET D/CV OHW- .OHW X X " ,,,250 ST- -ST ww- WW GAS ' GAS W - W E. E '\IV ROW ODor 526M ~ S2bM / 526.D4T / IIIll ([J :. ;.... .--.... .,:. :-;.i . .... .. ....... . .. .... ..... ~ : ....... :- z --C ~ LEGEND FOUND BENCHMARK AS NOTED HERON EXISTING SPOT ELEVATION EXISTING TOP OF CURB OR WALK ELEVATION EXISTING WAI t:.t< VALVE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE EXISTING STORMWATER MANHOLE EXISTING CLEANOUT EXISTING CATCH BASIN EXISTING BOLLARD EXISTING TRAFFIC SIGNAL BOX EXISTING SIGN EXISTING GAS VALVE EXISTING TELEPHONE RISER EXISTING POWER POLE EXISTING SITE LIGHT EXISTING POWER POLE ANCHOR EXISTING ELECTRIC Mt..1 t..R EXISTING ELECTRIC VAULT EXISTING ELECTRIC CONTROL BOX EXISTING TRANSFORMER EXISTING IRRIGATION CONTROL VALVE EXISTING OVERHEAD POWER LINE EXISTING FENCE LINE EXISTING CURBING EXISTING CONTOUR LINE EXISTING STORMWATER PIPE (SIZE AS NOTED) EXISTING WASTEWATER PIPE (SIZE AS NOTED) EXISTING NATURAL GAS LINE (SIZE AS NOTED) EXISTING WATER LINE (SIZE AS NOTED) EXISTING UNDERGROUND ELECTRIC LINE DENOTES UNE NOT DRAWN TO SCALE DENOTES RIGHT OF WAY DENOTES OREGON DEPARTMENT OF TRANSPORTATION EXISTING CONCRt..1 t.. EXISTING GRAVEL EXISTING DECIDUOUS TREE, SIZE AS NOTED EXISTING SPOT ELEVATION (MATCH & VERIFY) PROPOSED SPOT ELEVATION PROPOSED TOP OF CURB OR WALK ELEVATION ( PROPOSED CATCH BASIN RELOCATED ELE(;ltdCAL METER PROPOSED CURBING PROPOSED CONCRcl~ PROPOSED ASPHALT SOIL TYPE: IObA-PENGRA URBAN LAND COMPLEX Pet<. SOILS SURVEY' OF LANE COUNTY. ~ _VEGETATED SHALE "-/' SIDE SLOPE=3: I LONGITUDNAL SLOPE :::0.0050 TOP WIDTH =5'-0" MIN. BOTTOM H/OTH = 2'-0" TOP LENGTH =6/'-0" BO/IOM LENGTH :::58'-0" ","> ~~'o' t~ WAf 0 ,?f},b' I 'J)' ro ltj ...t}:: , r" 525.64 S26J6 ^>'? fa' .,?'V ....'? ~. .L:!'V .~ :3 := ow-- \ @ \ \ \ \ \ \ /".... 1 "-/' /""'...... 2 .........., ~ 3 "'" ~ .4 "-/' ~ 5 '-./ /"'...... 6 "-/' ~ 7 '-../ /'...... 8 "'-./ ~ 9 . "'-./ ~ , 10' "'-./ ~ 1 1 "'-./ ~ 12 "-/ ~ 13 '-../ ~ 14 "'-./ 3: ;::: (0 II) <3 \ \ \ ~ W W (Y J (f) 2. G/JS *' ..,. ...L I- Q) J 0 'i. -.I .J. ~ <:s v1 C < \ Z G WAY J w' 6" W W w w 0 0- \ 3= := ~ Cl *' C'I \ \ \ -j - \ \ \ \ \ ~ \ == :3: 5.00' *' to 3= ~ 3:: \ \ ':.t- 3:: .\40.00' , \ \ PJO- \ ( \~ r: ..,. \ \ @ \ 30.00' OLD ROW - := ~ ~ ~ 5 s 3: COVERt=v TRASH ENCLOSURE SEE ARCHITECT FOR DETAIL ) co.... l/o.' ...:.!\:: o :::; m ;::) Q.. b o d - "?26.h4 . ^,. -^ I ~ 1.11') ~. :n:- x _.c \ '. ;r: -,; :r: . o -; : : . 527.h7 ,\'0 ~ <-.P ~f},ro' (,., #~0. '" 1 ,if ) I ' oS<..>, 'P....~ '" '\'\ ~ ' <~ ~",'o' 0 ilf $~>:j /~~j) ~ ! !\> ifr . ~ # '\~ " !I;;.;lJ i1' /'... ~ ')...,_ 1 ~i:::;~~..:-;. .. '7 ........!...I~-r~.- '~~",;~ ~'o' to' O)^> . - ., ,~ '0' '0' ..; :~1 ,'" .~rv.('; fa' .., ~ " Alr)<); I:":. ~ ; ^>"> .s~fli.; , ' 6 1~rV" ~ :;. _~l, '-./" S . ..... f},^> ,c;?" .::.,,)1, I J'-~t , Sl(;k'~ ~t':. ^ ,~~<v' 'w 14' ~ ~ !b~ " ,. q)- .. (I' 'tt. ~ PJ (I?i~' :~.......... /Nm ~'V.~ry ~'" 1<; .... ~ "Qf:::.! "J"l; , "A,,' ''\~ - 1 tt.,?'Q , ;' ~'" ,~ ' ~ ,'~ ' '? ....~. ,'? Ir ~ ~ . .pW tt.~ "J'i- 528" # b~ '0'):; 5<'6 ^>~ ' ro' i .~rv i '\~ ~ ~rV . IJ) 521 o$~ I ~. A...~ . # "4':-(,,. " , "Jo, (\. <?'" 1, o,A... , ~ , d." , _' _._~...:,--'-..:.-.J;."'L-.;. ~'\ 0 W (\. c,f}, CD =:~::: DRAINAeE PLAN , /-:;. '~~i:'~ ~?~~\. . N g;~&;:i~~\ ......... ;.~:=;.:.~ CONS I t-<UC TION NOTES: REMOVE EXISTING CURB. SANCUT AND REMOVE EXISTING ASPHALT. REMOVE EXISTING CONCREte RAMP AND SLAB. CONS ,,<VCT ASPHALT PAVING B" THiel< ASPHAL ~ 1_0" COMPACTED CRUSHED ROCK BASE (3/4"-0). CONSTRUCT SIDI3VALK WITH THICKEN EDGE Pet< DETAIL B/C4. CONSTRUCT RAMP l"IlTH DETECTABLE JAJARNING PER LOCAL CODES. CONS I t<.UCT EXTRUDED CUt<.t1 SEE DETAIL 4/C4. CONStt<UCT THICKEN EDGE CURB SEE DETAIL 5/C4. REMOVE EX/STING BOLLARD AND ADJACENT PARKING BLOCK. CONSII<.UCT /'-0" SPILLWAY "IN THICKEN EDGE CURB, SEE DETAIL 5/C4. CONS I t<.UCT ACCESSIBLE PARKING SIGN. SEE DETAIL 1/C4 FOR (;ROSS-SECTION. . CONSTRUCT VEGETAlt=u SHALE. SEE DETAIL 8/C4 FOR CROSS-SECTION. MATCH EXISTING CONCRETE. CONSTRUCT SIDI3VALK. SEE DETAIL 6/C4. NO I i=S CONSULTANT S~ff1lgnG eng/nee,s SURVE.YORS fPLANNERS EXPIRES:--C ~~~ : ~. I. AT ALL TIMES HHEN ABU I liNG NEN ASPHAL T CONCRE, t= (AC) AeAINST OLD AC, THE OLD AC SHALL BE CUT BACK 'TO REVEAL A SHOULDer< OF AT LEAST 6" OF FIRMLY COMPAC,t=V EXISTING SASE MA TERIAL~ ANY CLlGES THA T ARE IN POOR CONDITIONS SHALL BE REMOVED BY SAN-CU II/NG. THE EXPOSED EDGES SHALL BE SUITABLY TACK. COA'It:U PRIOR TO NI3V PAVEMENT BEING PLACED AGAINST IT. 2. THE SITE IS TO BE GRADeV SMOOTHLY AND UN/FORML Y IN ACCORDANCE HITH THE #-'1<.OPOSEO SPOT GRADE ELEVATION. UNLE::;C NO I cD OTHl=I<.HlSE, ALL GRPsDES ARE TO BOTTOM OF CURB (FINISHED ASPHALT 6RADES). THE CONIt<ACTOR IS RC:;PONSIBLE FOR ENSURING POSITIVE DRAINAGE FLON TO CA TeH BASINS HITHOUT CREATING ANY FLAT SPOTS THAT WILL RESULT IN PONDJNG OR STANDING l^JA Tt=I<.. 1.' SITE HAS NO JAJAICt< COURSES OR RIPARIAN SEldAC,KS REGUIRtv. 8. 5/1 t= IS OUTS/DE 500 YEAR FLOOD PLAIN Pet< rcMA FLOOD INSURANCE RA I t= MAPS. q. SITE IS OUTSIDE HELLHEAD PROTECTION AREA PER STORMNA-'t:K SCOPING SHEt: I FROM THE CITY OF S~I<.INGFIELD. 4 of 13 fXi5es THG ARCHITECTS & PLANN ERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o I- o o <( <(u I--J LU-J ~.. -:-- /1 ZO , trJ <(~ ~LJ oGS o?S/ ~O .---J trJ ~ O:l '--' J ___ ~lJ co ~ I , I~ gl~'~d1!~'"~~'~~~N'. :"':;;~~~~JlI ~~~.. . !V<" L=:-.:1.~r..~li.":"'-:~:':" :U:;....:.~ . . :~~- '.r:t- 'to,{. '., '.3" ' ,: ~ ," -. ,...'.; ]f) ...~~~ ,..4 '. , ..;.,..;.. -.. .....f... :. .,b""\:. ;''Q'P nC'o" .', ','~~ ."". ..-,': .,., v ~ .".. ......:w: "!:.4' :;., ..... i:: .: . 0:...... ~'.. : '!l .. ......, ~~y .V '. ./'~ ...I':.{,; . ,,' ~ ":..:..2;i.j ".... .,,I!,I. . ~ - ~... '. ~....,..'1"'~' ~. ' ~ &"~_'1...::.~~,:::..r'+7:""".:/':'(:)~'I"~'" . ~/// ~:fl. i;\', rof; : . . - . , , ,', . . . , . , '. . . . . . . . . . . ...,. .F. '0" . . . .1. '. . ! :"~. ." ,I "J~ nr- - u: ,,~~ : '. ":-:-:-~'~':-:':-:-:':'}~7~-:~:-:,:(~~-:-:.:-:,:.t-:.:. .:.: ~ />-.:.~: ~f},'O'!' 4 :0 ~i : "i'l; ~'l; ., ....:(\0..,...;....." i ' , 5 . . ~ ' , , . , , .'., . I " 6/, ",; 2" J125b7 __ 7 ~.:>:::~~t#~t(:>j~:::::::::I:'::{1 ~ (:~:~" .~~ '. 5J. - ~X'::::::::::::::::'32IiM:::::::: :::~ 7 X- ::::::::r~~':~zi:~::::':~1~ 526~ ~ ~. '::~:.~':::::::::::::::. ':,:"':. ':::."/;1' :9 /':j . Z::"'U:.14 . . . , . , . , . , . . . . . , . . . . . , 4 ., ., -I" "." " -,:-' ii'J:J t:::;:t . ~ . '8" ... - . , . , . . , b' , ,. ..." ,.' , <;) , 1() :::~td::::{h~~~{{~)Z" ~ --~~. ~ ' .: :'it' ':t&.U.z1C./..,.... '. , ::::, . :/""--- ~ "" ~ . , ":'!i:-:.~-:<-:,~-:<-:-:.:-:t.::.:-:.:.;;, 2 . , - li:'::'::-:{:-@1::-: ::,:..~ 526.64 /)~'.../;: ~~ "1~-:'8-:' -:-:7:-:' , fo~ '" ;~7 i ...' . ': ., ...". '~" i~; - ........ . 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ALL FILLS SHONN ON THE SITE ~rV' I ~ ~! ~7.2B ,\. _.v~ (l.~"" GRADING PLAN OTHER THAN 527.30 ,~:},"_ "5~I.27j: "if}, LANDSCAR'E AREAS SH^LL BE i1- ;~<C-Jr~. .. j CONS',t<lJC,TED FROM S~UCT/JRAL ~~, ~~~j L ~1";' ~~;<~! ,8 r~~/~~:s~=[~ ~/~~ ~ lj}~, le~ ~ ~ ,po?, MA Y BE PLACED ON LANDSCAPING @ 1 / ~~j,I, .. AREAS o ~ I . ~.! 9> fI).v" ~" , 4. UTILITIES TO BE PROTECTED . ~,..~ tI' i~_______n______----------------DURINGGRADINGAND PAVING. SEE '~I ' " 527.8tT 15.00' PUBUC SANITARy/srORM SEWER EASEMENT SHEET C2 FOR Silt: UTILITIES ,;:k ~>":J"I ~' , I REEl 406R. RECEPTION NO. 37450, ;C ,<, . ~'V TRAFFIC SIGNAL POLE LANE COUNlY OFFICIAL RECORDS "0 . o. EXISTING ELEVATION SHOWN 527.m- ----- -- ------ -- ----- ----- - ---- --- - MCKEON ARE BASeV ON SURVEY DONE BY 55tH INC. ENGINEERS, DATED Q/20/01 AND' q/JO/oq. - ......... ~ c O't - L- a LJ I- L.LJ LJ.J ~ . ~a I- - V) 0- zu.: - -< , f ~LJ co .L . 0"'\ ~ CO'"' '-0 Cf) - Sc. ... -.- ~ ~ ---- GxA-) \JG A~J o -~A~ 'lAG: PROJECT # DRAWN CHECKED DATE 20071 0 MAC RW 9/29/09 SHEET C3 THG CONSULTANT r TROWEL CURB 3/4" RADIUS { MIN. B" A.C. " ~ . . :": '. /''':'0 II ' , . , .'" ..;:'~//////,(//!/)/// . 6", ,: :~. .4' ;'~: '; ~ : ~ ',(J ~:. ~ ,~":: ,'~ \ <i---: :. .~' .' :',~ '::'., .. "::, :' ~ :~~ ,< MIN. I" 3/4"-0" ':' :, ._4 . .~ ~ .~.~:", ~~.4.': "'~:' ..' ~ .: " :'.: S~fllj/gnG tnglneers SURVEYORS fPLANNERS ARCHITECTS & PLANNERS / INC ~ ,. '::: ' "'t'~ " .4 . .... 't' ....1 - 132 East Broadway, Suite 200 Eugene, Oregon 97401 (541) 687-1 010 Fax (541) 687-0625 ~ CRUSHev COMPAC I t:D ROCK A 28" X BO" HEAVY DUTY fLA"1:: BAR GRAlc '-- MIN. /'-0" 3/4"-0" CRUSHED COMPAC 11=0 ROC/< :J GREASE TRAP W 'I.. ;'- HINGtV LID - (-~" .A- ~~>>~>> _ (6////&~: ~ . ~>>y>>v~ ;, ~ ~~~~ ,.~&~~ ~~~b - _I \\! 2 '-5" 524.85 T.~~. ELEV. $- ~ -' , , ~ " ~ _I ~'.. ~5&~ ~~~- ~~~ ~ ~~~~. ~ 0:~~ ~ ~~~ SIDEHALI< rllTH I HICKEN EDeE b~ 523.45 ~\ :::: INVERT ELEV. $- ~:l., SCALE: /" = /'-0" " " "., ~ , " .9 C\I ,,- , :!l " ~, " 6" , CLASS BBOO. "",, t. EPO:;::- ,< ,,::',) ~~ PAVEMENT I .....:. .' ,.'. ~: ASPHALT SURFACE / ~~~' z o 2'-0" SGUARE 2'-0" SGUARE ;' ; , ,f ;f /. BOX FABRICA Ttv FROM 10 GA MA TER/AL 2. BIKE PROOF, HEAVY DUrr TRAFFIC eRA TE - Sl.JI-'r'ORTS AASHTO H25 LOADING J.. BOX FABRICA TED FROM 10 GA MA Tt=t<IAL 2. GIBSON MODEL # GDI-IO-HB/2 PER DIMENSIONS ABOVE 8" 4" ,,' ;f 71 ~ 3. GIBSON MODEL # GCBIO-B6HB-4 PER DIMENSIONS ABOVE o <( -I <(U ....J L.J...j--l ~. ~ - ,,/, L'i L.~ <(~ ~O c(j ~/ ..cO . +-J ~ . m::: '-00 ffi EX, t<UDE CURB \.::!,/ SCALE: ///2":: /'-0" CATCH BASIN W 4" OUTLET STORMrIA I i=t< CA TCHBASIN W DlrCH INLET SCALE: 314" = /'-0" SCALE: 3/4" = ('-0" Nu 1Ja. /' '\ ALL RADII TO BE 3/4" PLACE CONTRACTION JOINTS AT MIN. 12' INIct<VALS. NOTES: AT SIM. PROVIDE V AN-Ac;.cp:.;t;IBLE SleN COMPONENT BACKFILL TOPSOIL A T\ LANDSCAPE ISLANDS FOR PLANTlNeS b" , ~ NOTE: SEE LANDSCAPE PLAN FOR VEGETATION. VEGETATION MUST COMPLY HITH PORTLAND STORMHA leR MANACLMENT MANUAL. PLACE ROCK CHECK DAMS (5'1 TO 5" OEt=r') AT 12'-0" IN I t:t<VALS I" , ; ", - . /\~ q.t ~ II~V , ~~' ~T\ "-"1-- :<<~"\'\"\"\~~~"\~~ Qn<o TO BE CLASS 3500 CONCxr=, c " cr ~ i ~ <: !1) i: ~ r- ~ ([ PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND FINE. UP TO $470 UNDER ORS . 811.615 AT VAN- ~ / ~~/~y~ VAN-ACCESSIBLE) , , co " ~ ~ "'" Z o LJ r-u.J U-J~ ~O I- '- t./jO zuj <i:i: ~lJ CO~ ""'~ CO 0- \..0 CJ) THICKEN EDGE CURB /.^lITH CURB CUT SPILLJ1A Y SEE VET AIL 5/C4 3"-3/4" ROCK AT CURB CUT SPILLYVA Y ::: "'t- _I - v ~ :1 -:1 , -'1' ~" " TOP OF CURB TO ___ / MATCH PAVING WHERE ~ /N01CA', t::I./ ADJACENT TO ,. vr::.Drr A TJVE SHALE. HANDICAP PARK/He 5/eN (TYPE OR20-6B) TO BE INSTALLED}Jt=t< CODE BY CONTRACTOR (PAVED SURFACE 5'-0" . ,.f , l. " TOP OF SHALE MINIMUM 1" . ..~\ \ --~-- '. l> . b::::::::::::::. .l. ~. 111 y ....J 'OJ '<C \.) - 0: f( ~tD O!~ ~\J ............ . I. GALV.CAP-- ~ . @ :~~2~ CURB POST, I 1/2" 0.0.____ GAL V. PIPE PAVING SURFACE ') ~.' , " ):~ A '_5 , ~ ..' { , I' I , I', ,.1 I :1 I . I , " ,{ i\(. ,~:, \: , , ' n f I I 12" SANDY LOAM TOP SOIL '." -;. ", ", ;. .' . '. ~.' . .. I' . . .' :. !. . , . , OVt:t<.FLO~ CA TCHBASIN A TEND {.JF FACILITY SEE DETAIL - 4/C3 2'-011 ~ /3/4" RADIUS ~ '<.' .' .... .. ... '~>,;,'~~ ~ ? . , " . . y~V~V~~ , )-A:', \~ '^" ~^" '^" '^'" ^~"<(~~ /,1'- //>>/>>/>>/>>/>>/>>/>>/>>/~ , ~i ;l. BO I 10M OF SNALE 'T/f LJ. ..... ' ..... ~ CONCRE Ie ~ E '0 'm ~o .0; " , 1'-0" _I' ./ ./ -;;- PROJECT # DRAWN CHECKED DATE 200710 MAC RW 9/29/09 ,@ ,(]) .0 "0 , C"\I MIN. I" 3/4"-0" CRUSHED COMPACTED ROCK ;,.CtS C'4 a. 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THE DETAILS Of THE PROPOSED SLATTED CHAIN-LINK feNCE WILL BE SUBMIII cD AT THE TIME Of BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH SDC 4.4-1 I 0(B)(3)-1 J 5. 8rl CD 5DC 3.2-3 , 5 FER 5DC 3.2-315 NEIGHBORHOOD COMMERCIAL ZONING DI5TRICT DEVELOPMENT 5TANDARD5: ------- TYP END 5PACE 7'-0" MIN PARKING, DRIVEWAY AND OUTDOOR STORAGE fRONT, SIDE *' REAR 5cIoACK5 lOt_Oil MIN BUILDING fRONT, 51DE * REAR St I oACKS o 5DC 4.4-1 IO(B)(3)(b)$(c) 5TRUCTURAl5CREENlNG ADJACENT TO RESIDENTIAL ZONING DI5TRlCf TOTAL 51TE AR:t.A: fMPERVIOU5 Ar<J:.A TOTAL TOTAL BUILDING ARJ:A (35% ALLOWED, 11.283 5F) (E) RETAIL TO REMAIN (E) COfFEE KIOSK TO REMAIN NEW RETAIL NEW TRASH ENCLOSURE PARKING ARJ:A (45% ALLOWEDt 14,50G 5f) CONCRETE PEDESTRIAN * CURB m.A TYP 5FACE BNI HOOF5 o 5DC 3.2-315 TYF HITCHING rOST OR STAPLE RACK o SDC 4.G-125(6)( I) o SDC 4.G-135 o 5DC4.2-130 PARKING LOT LAND5CAPE 5EPERATOR 2- y) SHO~---:~M 3 (: )A~( \JG ~1~'=1~' ' PERVIOU5 AFJ:A TOTAL LAND5CAFE AREA (20% MIN, G,447 5F) 250 5f MIN LOADING AREA VI510N CLEARANCE AREA ~ SHORT-TERM BfCYCLE FARKlNGt 1YP @ tpt>f 13 Pfl> TREE TO REMAIN, iYP . 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'. / / ,,;( ...# (8) rn=x'CAN ~ .-" ///~/~ ,/' I I' \ , . / , ' // I ,," ~,I I ,,/ " -- ~I):' ....(1) WAT~ VleufiiNUH .- f0U I),' , "#, 1 / ~ ~ .,.~ I . i 4"., '4 ".,' , ,4 / VAyJ{., 4' '.,. f 4'~~'~ ;'" !," ~ !" A 4 >" / (8) DAVID VIBUFi!NLM (3) FRADESI EecAL1..ONIA \ (e) ~ LA'A:NDER /" / /~ --V " ,.. (14) LI1.. TING LAURA 61ecrdAN IRIS (I) Cl-lANTfCLEER FLOUERJNG PEAR" e/~ . (~a)~ \ /:: (6) lIM-.cD HAIR GRA6& -7 . (4) DAVID Vf6lJRNUM o (2 1\.-.=0 ~IRGRA6& (6) DAViD vJ6UFiilNUH . (2) OCToeER GLORY fCZ:JJ MAPLE (6) DAVID VletJFCNUM y !l~ ~(I) Cl-lANTICLEER FLOUERING FEAR ~ \ 'r (1) ANAH t<RIJeCI..I(E , rh~~ (3) SNOW QUEEN U ~ " SIBERIAN IRIS / ~ . - (1) ANAI-I t<RIJeCI..I(E /FlMODODENPRClN I / (3) SNOW QUEEN SIBERIAN IRIS / (6) SNOW ~ SIBERIAN fRIO (2) ~ LAVENJ:>ER (2) MEXICAN ORANGE /' (24) UI-IITE ROCICROeE -- -- . __ ~ 1 (3) OCToeER GLORY JlIQ:V MAPLE (E) DRlVEWA Y TO REMAIN (1) HIes KIM KOFa:AN LIL.AC (E) 5lDEWALK TO REMAIN (1) DAVID Vleu~ . (1tl)) tU-llTE ROCKRO&5-- (5) 1l.r I a:D ~IR GRA65 ' ClI) MEXICAN 0FtANGE (3) UI-IITE ~ (2e>) ~r-r-Y DAY& DAYLIL Y . (12) eENNEFaJP BLUE SIBERIAN IRIS . (3) TUeCAN LAVENDER (19) I-IAr-.- I' ~. UFi!NS DAYLIL Y s q of 13 fJatjt5 THG ARCH ITEL I 5 & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o l- I ~ ~ <( -I <(U --J ~ --J L.U ~/~ Z~ Ice <(- ~LJ ~ o(.S. /: ...cO -i--JfJ) ~S9 '-00 co I'... ~ I'... ~ Z o ~8 L.U~ ~o ~ ...... VJO --1 - Zw <i:L ~LJ coL Cj')~ CO c.. . \.0 CJ) -:l _A 'l~ -'1 G .:l ._A'l ~. . PROJECT # DRAWN CHECKED' DATE 200710 ces/mas JL 09/29/2009 SHEET L-1 @COPYRIGHT 2009 by TaG Architect & Planne~nc NOTES: I. MAKE MINOR ADJU&1MENTS IN TflieEE SPACING AS NECE6&ARY' TO ACCCt1MODATE 1l-IE Irc.rdGATION SYSTEM AS INSTAL.LED. 2. NOTIFY" LANDSCAPE A~)TECT OF ANY DJ~~ANCIES IN 11-E J.AYOUT OF l.Ut,,~ FFeIOR TO'1l-IE E><ECUTION CF TI-IE UJOfiiK 3. VERIFY 1.OCATIONS OF EXISTING UNDE~ UTILITIES PRIOR TO E>CECUTION, CF UJOfiiK REPAIR ANY DAMAGE TO EXISTING O1I1.ITIE&, PIFE& OR FlELA.i:a..J FACILITIES AT CONTRACTOR'S E)Q-cN6E AND IN A MANNER' AI . ...ovED BY TJ.E GENEFlAL CCJNTRACTOFl 4. r-~TECT TFaJNI(&, LIMBS AND ROOT ZONES CF EXI&TING IrQ::ES TO FEMAIN ~ ASRA&ION AND CQMPACTfON. DO NOT CUT LIMBS OR ROOTS LARER 1l-IAN 31 IN DIAI-=u=~ WI11-IOUT r-I'IOR Ar-r-,...ovAl. OF 1.ANDSCAPE ARCI-IITECT. 5. TfliEE& AND 6WFi1JS6 PL.ANlcv too DEEPLY WILL NOT eE ACCEl""'lcD. &EE '1'Q:C PLANTING DEl AIL. IRRIGATION SYSTEM NOTE: L IFiiRIGATION SYSTEM TO f3E IN&TAU.ED IN AU. PLANT eED AREAS. 2. IFiiRIGATION SYSTEM TO eE AUTOMATIC ELE~ i ~C SOLENOID CONTfitOLLED UNDE~ a, .J:JNKLER SYSTEM wrrw PVC PIPE AND FJTTrNGS, BACf<FLOW 1-rQ::Y!5NTION DEVICE, AUTOMATIC CONTfii!OllER (lfieRl~1., RAINaIFG:> OR A.-r-rcOYEDJ, ELE'-"ndC ~I= C0NTfii!01. VALVES lRAlNelFiC t=Ee.r-~ 5Efli1:IES OR At-....r<oYEDJ, wlm pop-uP OF'rAY &.-rdNf<L.ERS (RAINelfIiD 18fZ)(Z) 5AM"r~ 6ERJES OR Arr-,.QVEDJ. 3. ALL VALVES TO eE LOCATED IN lJNt)c~ VALVE eox (C~ OR Ar-r-I'llOVEDJ. AUTOMATIC C0NTfii!01-1-ER TO BE LOCATED IN UEATt-ER ~ LOCATION. PLANT LIST LEGEND .." :: ~ ...... '. . ... .. ... '::.: '. ::: :. ':'.': PROPOSED LAUN ..- .....: 000 0 F'ROF'05ED SJ.IFlU6S 0. 00 PROPO&EP ~ o EXI6TINCi .I~ TO PCI"IAIN ~ ...~ GFilCUND COVEl'Ol ,Qty. I Botanical Name I Common Name ~Size IComments i I I I , TRcJ:::) I I I 51.Acer rurbum 'October Glory' I October Glory Red Maple 2"cal. Matched, evenly branched 141 Pyrus caUeryana 'Chanticleer' I Chanticleer Flowering Pear 2t1cal. Matched, ewnly branched I I I I I SHRUBS I I I 17 Choisya temata Mexican Orange 5 gal. 37 Cistus hybridus VVhite Rockrose 5 gal. 29 Escalfonia 'Fradesi' Fradesi Escallonia 5 gal. 1 pjeris Japonica Mountain Mdromeda 5 gal. 2 Rhododendron 'Anah Kruschke' 24".. 27" 4 Syringa pubescens patula'Miss Kimt Miss Kim Korean Lilac 5 gal. 29 Thuja occidentalis 'Emerald Green' Emerald Green Arborvitae 4'-5t 73 Viburnum davidii Oawd Viburnum 15 gal. 4 Viburnum pJicatum tomentosum 'Watanabe' ~Watanabe Ooublefile Viburnum 5 gal. I I PERENNIALS i 3 Hemorcallis 'Stella O'Oro" I Stella O'Oro Daytily"'" , 1 'gaL, 14 Iris sibirica 'Lilting Laura' I Lilting Laura Siberian iris 11 gal. 12 i Iris sibirica 'Bennerup Blue' ISennerup Blue Siberian Ins 11 gal. 231 Iris sibirica .Snow Queen' I Snow Queen Siberian Iris 11 gal. 391 Hemorcallis 'Happy Returns. I Happy Returns Daylily i 1 gal. 261 Lavandula angustifolia 'Tuscan' I Tuscan Lavender 11 gal. I i I t GRASSES , 1 131 Deschampsia cespitosa I Tufted Hair Grass 1 gal. I I I GROUND COVER I 1281 Rubus pentalobus Bramble 1 gal. I Plant 18" O.c. SACl<FILL Fm halfway and water th:>roughly berors bac:kf1l11ng. . I'lIoC&: PEC>EST AL Prepare eub&otl to prevent est.t.1fns ~~~ ~~ '''~ 'I~C STAKES. Dr. 21 x 2' x 6' MUL.Cf.4 , fIlQ:C TIES Grow Straight or approved IMPORTANT: RcJot. crown to be a minimum or 4' above Flnlah grade.. .j ,-' 0) ~ oi o oi '" ~ c .m a. ~ :0= C tg 0: en o to N o ..... "E ~E tgQ. :Ere 'C .. tg..... c@ sO> .~~ ~ a:i" NN .. 0- CD (I) E(I) <tl Ci:: 0) 0 .5"i ~~ 0(1) LlNC>I6TUr.e5D . OR COMPAC..; I cv SUf3GRADE 2x dIameter of football I, ,I ( '1 NOTE: rq::MOYE 'IJlICCC TIES AT ONE YEAR ~u::c. o CECICUOUe ,.t;;cEE PL.AN,.ING CE,.AIL. N.T.S. If) of t5PatjtS .. LANDSCAPE ARCHITECTS .. THG ARCHITEL I 5 & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o I ~ o <( ......J' <(U --J Lu--J X/' Z~ <(8e ~lJ ~ ~/ ..cO .l-JtrJ ~8e ~lJ co ~ ~ ~ z o ~8 tt1~ ~O t/; 0' zU:: =< u:_ ~lJ Z <:C) - O"")~ COo.. \..0 rJ) ~ _A '\J- 'lG '\JO~:S ~~ . PROJECT # DRAWN CHECKED DATE 200710 ces/mas JL 09/29/2009 SHEET L-2 @ COPVRIGHT 2009 by Tac Architect & P1annerrJlnc SECTION 02320 LANDSCAPE EARTHWORK ENVIRONMENTAL CONDITIONS A. Temperature of mating surfaces of plastic pipe and fittings to be between 400 F and 1000 F. B. Do no PVC Solvent Welding in rainy weather except under cover. PART ONE - GENERAL A. Place and compact Common Fill Materials in continuous layers not exceeding 9u loose depth. B. Maintain optimum moisture content of till materials to attain required compaction density ~ C. Employ a placement method so as not to disturb or damage work. D. Make changes in grade gradual. Blend slopes into level areas. E. Refer to Placement Schedule for compacted depths. LOAM SPREADING & FINISH GRADING A. Verify that required scarification has been accomplished prior to placing loam. B. When necessary, eliminate uneven areas and low spots in subsoil. Remove debris, roots branches, stones. Remove subsoil contaminated with petroleum products. C. Place loam in relatively dry state at areas where scheduled. Place the first 6" of loam and till it into the top sft of scarified subsoil. Spread loam and compact in S"lifts. D. Fine grade loam within specified tolerances eliminating rough or low areas. Establish uniform gradients between given grade points. E. Remove debris arid foreign material while spreading. F. Manually spread loam around existing trees to prevent damage. G. Compact materials as scheduled. GENERAL A. Use only new materials; of brands and types shown on Drawings or specified herein. B. Similar materials must be products of one manufacturer unless otherwise approved. RELATED WORK SPECIFIED ELSEWHERE A. Section 02850 I rrigation Performance B. Section 02900 Planting DELIVERY, STORAGE AND HANDLING A. ' Store packaged materials in manufacturer's original containers with legible labels intact. Protect against moisture. B. Store plastic pipe on firm, level support; protect against direct sunlight. C. Store plastic pipe cement in cool/ocation. SITE CONDITIONS A. Locate existing underground utilities in area of work. Provide adequate means of support and protection during earthwork operations. WARRANTY A. Wa'i dnty all material for a minimum of one year after date of substantial completion, or longer if manufacturer furnishes a longer guarantee. B. Correct immediately any failure caused by poor material or workmanship during warranty period. "Immediately" shall mean from 24 to 72 hours, as determined by the Owner's Representative, and at no cost to Owner. ' DELIVERY STORAGE AND HANDLING A. Protection: Use all means necessary to protect materials of this Section before, during and after installation and to protect installed work and materials of all other trades. B. Replacement: In event of damage, immediately make all repairs and replacements necessary for approval by Owner's Representative. PART TWO - PRODUCTS ENVIRONMENTAL I SITE CONDITIONS A. Existing Conditions: Verify existing site conditions, grades and elevations prior to grading and new construction installation. B. Weather: Excavation and fill operations must be done in dry weather minimum two days following rainy weather. C. Protection: Protect bearing surfaces from moisture until paving or concrete is placed by covering with impervious membrane, installation of minimum 6" thickness of crushed rock. PLACEMENT SCHEDULE At Plant Beds: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 18" thick, compacted to 80% per ASTM DS98. At Lawns: Subsoil compacted to 80% per ASTM 0698; Loam, minimum 6" thick, compacted to 80% per ASTM 0698. At Parking islands: Subsoil compacted to 80% per ASTM OS98; Loam, minimum 1811 thick, compacted to 80% per ASTM OS98. CLEANING Upon completion of work of this Section promptly remove from the site all scraps, debris and surplus material. PIPE, Fll liNGS AND SLEEVES A. PVC (Polyvinyl Chloride) Type I, NSF approved as per ASTM-D-/784, D-1785, D-2242, and Product Standard 2/flO, 22-70. All PVC pipe to be continuously marked with the manufacturer's name, kind of pipe, material, IPS, class, or schedule. Class 200 throughout. PVC fittings to be Schedule 40, solvent-weld type. Main lines (constant pressure pipe) 4" and larger connections to be made with "0" ring fittings or gasketed fittings. Sizes 3" and smaller to be solvent- weld connection type fittings. B. Sleeves: Schedule 40 throughout. C. Swing Joint Pipe and Fittings: As detailed or; 15" minimum "Swingpipe" or "Funnypipe" with transfer barb 90 ells at both ends and a mar/ex ell below the irrigation head. D. Galvanized Pipe and Fittings: Standard weight, hot-dipped, galvanized and threaded. NOTE: Contractor shall perform work during inclement weather at their discretion such that all warranties and intended appearances are realized at the Contractor's risk. COORDINATION Coordinate other trades affecting and affected by work of the Section. PVC SOLVENT CEMENT A. NSF approved solvent for Class 1245-B&C PVC, through 4". B. Conform to ASTM D-2564. Industrial Polychemical Service Co.} Inc., No. 705 or 711 PVC. PART TWO - PRODUCTS SELECT FILL MATERIALS END OF SECTION SAND A. Concrete sand. B. Graded in accordance with ASTM C136 with 100% passing a No.4 sieve. C. Washed, free of fines, free of organic material and other deleterious substances. CLEANER AND PRIMER Industrial POlychemical Service Co., Inc., No. P-70, or type as recommended by PVC Pipe Manufacturer. IRRIGATION SECTION 02850 BACKFLOW PREVENTION DEVICE A. Wilkins Model 950XL T, 1 1/2" or approved. Models must be approved by the State of Oregon Health Division. B. Models must be designated for operation at any elevation with respect to the system. VALVES A. Automatic/Manual Control Valves: 1. Globe type, 200' psi-rated, threaded connections} with cross type operating handle designed to receive speCified operating key. LOAM Imported, natural, fertile, friable, sandy loam with at least 10% humus; free of rock, clay, subsoil, clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. PART ONE · GENERAL A. Provide all labor, materials and equipment required to complete the design and installation of irrigation system as shown on Irrigation Plan. B. Protect active pipes encountered; notify pipe owners. 'C. 'Rep'air"or"replace utility lin'es damaged by work of thissi;iction at Contractor's expens$. D. Protect persons and property against damage and discomfort caused by dirt; clean~sRecessary and when directed. E. Existing Plants and Trees: Protect against damage. F. Other Work: Protect other work against damage and discoloration caused by work of this section. G. Acquire all necessary permits. 1. Rain Bird PEB-PRS-D Series or approved. 2. Size according to valve schedule on Drawing. B. Rain Bird Control Zone Kit xcz. 1. Use mesh filters as per manufacturers specifications. 2. Size according to valve schedule on Drawing. C. Shut-Off Valves: 1. Bronze construction, Globe type, 125 psi-rated} threaded connections, with cross type operating handle designed to receive specified operating key. 2. Manufacturer: Nibco or approved. 3. Size according to GPM and PSI constraints at point of valve location with velocity not to exceed 5 FPS. D. Drain Valves: 122 M %" brass manual globe drain valve E. Line Flushing Valve: Netafim TLFV-1. F. Pressure regulating valve: Netafim PRV G. Vacuum Relief Valve: Netafim TLA VRV ROUND ROCK Clean, %" , round water-worn, evenly graded, free of organic and deleterious material. . _ _. .... ...,....> . .... . H BASE ROCK Crushed rock, 3/4" minus, free of organic and deleterious material. COMMON FILL MATERIAL Subsoil: Excavated material which may be encountered in obtaining indicated grades and lines. RELATED WORK SPECIFIED ELSEWHERE A. Section 02300 - Landscape Earthwork B. Section 02900 - Planting ACCESSORIES Filter Cloth: Fibertex, Grade 150 by Weyerhaeuser or approved. Irrigation Sleeves PVC (Polyvinyl Chloride) Type I, NSF approved as per ASTM-D-1784, 0-1785, 0-2242. Schedule 40 throughout. SITE CONDITIONS A. Verify ground dimensions and water pressure prior to construction. B. Notify General Contractor and Owner's Representative of discrepancies before beginning work. C. Irrigation sleeves to be installed by general contractor. f ....: o c:-.i ~ (I) c: o = B = '0 8- ct) ~ ~ ~ ~E l'tla. :!:~ 15";": ~~ ji~ (3 ~ ~re mg. Ect) Ctl c:c ~o ~'i eia Oct) PART THREE - EXECUTION EXISTING CONDITIONS A. Verify ground dimensions and elevations prior to beginning work. B. Notify Architect of discrepancies between drawings and site. C. Notify General Contractor of defects requiring correction by others. D. Do not start work until conditions are satisfactory. E. Commencing work of this section denotes acceptance of existing conditions. F . Tolerances: Per form work true to lines and grades, and to prevent ponding of water,' with maximum variation of plus or minus 0.05 feet. CLEARING A. Clear vegetation, root systems, and decayable debris from areas to be occupied by lawn and plant bed areas; minimum depth of 6". B. Clear site of trees, brush, vines and shrubs only as necessary to complete work. C. In parking islands excavated planting area 18" below grade of finish asphalt. GRUBBING Remove stumps, roots larger than 1-1/2" diameter, rocks larger than 4" in .diameter to the following depths: At areas to receive lawn or plants - min. 12" below finish grade. Remove all grubbed material from site. EXCAVATION A. Excavate as required to achieve accurate subgrades, or to solid bearing whichever is deeper. B. Do not excavate saturated. materials. C. When excavation through roots is necessary, perform work by hand. Cut and treat roots following approved arboricultural practices. D. Trim excavation and leave free of loose material E. Correct over excavation under lawn and plant beds by providing additional fill material as specified. F. In parking islands excavate planting area 18" below finish grade of asphalt. lRRIGA TION SLEEVE :all irrigation sleeves as shown on drawings. FILLING, BASE COURSE INSTALLATION, AND ROUGH GRADING SYSTEM DESCRIPTION Electric solenoid controlled underground sprinkler system of PVC pipe and fittings, with pop-up heads and Netafim drip line. Work includes installation of (1) controller, (1) backflow prevention device, control wires, and new shrub zones. Power supply will be provided under this contract. QUALITY ASSURANCE Contractor must be licensed under Oregon Revised Statutes and have at least two years prior experience on similar scope projects. REVIEWS A. Request the following reviews by Owner's Representative 72 hours in advance. B. Pressure Test and Installation Review 1. Upon completion of main line, with all valves installed, prior to backfilling, and at least one hour after the highest attainable static pressure has been achieved. 2. Owner's Representative will review all pipe, fittings, joints, thrust blocks, bedding, valves and other materials for installation, and watertightness. 3. Repair all leaks, and/or defects as directed. 4. After pressure test acceptance. begin backfilling and/or assembly of zones and aU other system components C. System Operation Review 1. After backfilling, completion of zones and assembly of all other system components; adjust nozzles, balance and test entire system under normal operating pressure. 2. Owner's Representative will review assembly, installation, and operation of system to determine if water afforded all areas is complete, adequate, and uniform. 3. Make adjustments to system as directed. SPRINKLER HEADS Makes and models shown on Drawings, manufactured by Rain Bird or approved. DRIP ZONE TECHLINE Makes and models shown on Drawings} manufactured by Netafim. VALVE BOXES and COVERS A. Zone Valves: Ametek 12STD completel each with locking lid. B. Drain Valves: Ametek 6 or 10" Round C. Double Check. Valve: Carson Valve Box with lock down lid} Mode/1730-18-3PL D. Vacuum Relief Valve: Ametek 6" Round VALVE BOX KEY Designed to work with locking lid on specified valve box. COORDINA liON Coordinate with other trades 'affecting and affected by work of this Section. CONTROL WiRE A. Provide according to manufacturers wire schedule for valve specifications. 14 gauge minimum. B. Type A VG-UF, bearing U. S. approval. WIRE CONNECTIONS 3M Brand, DBY. Direct Bury Splice Kit. IRRIGATION CONTROLLER Irritrol TC-9EX-B or approved equal. RAIN SENSOR (Moisture Sensor) Rainbird MS-100 UTILITY LOCATOR TAPE Approved metallic brand. DISK FILTER (drip irrigation) Netafim DF075-140 or approved ... LANDSCAPE ARCHITECTS .... Ita! /5 pac'e5 v TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o o o <( --J 1 <(U .....J .....J ~ ~/' Z~ <(~ ~~ L~/ '..cO , .i-J ~ ~- '-00 co " ~ " ""' Z o 1-8 L.U~ ~o r- ..... trJC) zuj :;eu: ~lJ co~ ~~ coo... \..0 trJ ~ 5):C : CA- o~s . PROJECT, # DRAWN CHECKED DATE 200710 ces JL 09/29/2009 SHEET 1-3 @COPYRICHT 2009 by TBC Architect & PlannerrJInc BACKFILL MATERIALS PEA GRAVEL Maximum size 1", round water worn, free of organic matter or other deleterious material. A. Where possible, allow for 4" clearance between bottom of valve and valve sump at Automatic Control Valves. B. Clearly and permanently label each irrigation zone valve with the zone number that cOffesponds to number in irrigation controller terminal. SYSTEM DEMONSTRATION A. Test system prior to demonstration. B. At completion of work provide qualified and trained personnel to demonstrate operation of the system and instruct Owner in operating procedures and maintenance. C. Individual performing demonstration sllall be fully knowledgeable of all operating and service aspects of system. ' SAND Coarse river sand. Graded in accordance with ASTM C136 with 100% passing through a No.4 sieve, free of organic matter or other deleterious material. VALVE BOX-INSTALLATION A. Install plumb and square and flush with finish grade. Provide as follows at all Automatic Control Valves. B. Adjacent Automatic Control Valves may be ganged together in same box providing all other specified requirements can be achieved. C. Provide minimum 12" deep gravel sump below valve box. D. Permanently label valve type and zone number(s) on inside of valve box lid. CLEANING A. Keep the premises reasonably free from accumulation of debris. B. Remove all excess excavation or backfilling materials from site and clean all improvements soiled by work of this Section. C. Remove all debris, equipment, and surplus materials, and leave the premises in a neat and orderly condition at the completion of the work. LOAM Imported, natural, fertile, friable sandy loam with at least 10 % humus; free of rock, clay subsoil, clods, lumps, plants, roots, sticks, weeds, seeds and other deleterious material. PART THREE - EXECUTION GENERAL A. Irrigation sleeves have been installed under a separate contract. B. See drawings for size, quantity and location. MANUAL DRAIN BOX INSTALLATION A. Instal/ plumb and square and flush with finish grade. Provide as follows at manual drain valve. B. Provide minimum 1211 deep gravel sump below valve box. EXISTING CONDITIONS A. Verify that surfaces and structure to receive work specified herein are accurately sized and located, sound, secure, true, complete, and othel1Nise properly prepared. B. Prior to starting work, notify General Contractor and Owners Representative of defects requiring cOffection. Do not start work until conditions are acceptable. DOUBLE CHECK VALVE BOX INSTALLATION A. Install plumb, square and top flush with finish grade. B. Provide as follows: 1. Provide minimum 12" deep gravel sump below valve.box. 2. Minimum clearance from valve sides to box is 6" each side, 6" top and bottom, 311 each end. END OF SECT/ON PREPARATION A. Review layout requirements with other affected work. B. Coordinate locations of piping to minimize conflict with other work on this Project and other work previously installed. C. System layout is diagrammatic. If field measurements differ slightly from Drawing dimensions, modify work as required for accurate fit. If measurements differ substantially, notify Owners Representative prior to installation. VALVE SUMP Provide minimum one cubic foot of specified pea gravel below each valve. BACKFLOW INSTALLATION A. Installation by professional licensed for backflow installation. B. Comply with all plumbing codes. SPRINKLER AND RISER ASSEMBLY INSTALLATION A. General: Install plumb. B. Install spray head 6" from adjacent buildings and retaining wall or within 3" of adjacent pavement, curbs, header boards or planting edge. C. Flush Mounted Sprinklers: 1. Install flush with top of Loam or Mulch at locations shown on Drawings. 2. Install head wrench-tight. 3. Install where shown on drawings. 4. Compact earth under pipe at sprinkler heads to prevent settlement from pulling sprinklers below grade. TRENCHING A. Excavate trenches with uniform bottom and remove all rocks and sharp objects to provide firm, even, clean base for pipe. B. Allow for minimum 18" cover on main lines and 12" cover on latera/lines. C. At Plant Beds: 1. Stockpile excavated material for backfilling trenches. 2. Excess excavation: where excavation is carried to excess levels, backfill with specified Sand to Proper levels. D. Water and frost: 1. Keep trenches dry and frost-free. 2. Provide and operate pumping equipment as necessary to keep excavations free from standing water. E. Existing vegetatio" te>. remain: 1. Protect against damage. 2. Cut no roots over 3" in diameter without approval of Owners Representative. TECHLINE INSTALLATION Install as per manufacturer's specifications and as shown on drawing CONTROL WIRE INSTALLATION A. Exterior: 1. Bury wires beside pipe in same trench. 2. Bundle multiple wires together with tape at 5 ft. maximum intervals. 3. Provide 72" loop in wires at each valve where controls are connected and at 100 maximum intervals between. 4. Make electrical joints waterproof using specifiedconnectors. 5. Enclose ALL JOINTS in specified valve boxes. 6. Use, coded, anc( lapeled wires for each valvfJ. CONTROLLER INSTALLATION A. Mount controller as directed by Owner's Representative. 1. Make all cuts clean, straight, at right angles to roots. 2. Replace any damaged plant material. A. Clearly and legibly write in the space provided in the controlJer a,verbaJ description of the location for each irrigation zone. B. Mount and wire as shown by manufacturer. C. Run low-voltage control wires in schedule 40 PVC irrig~!i()n'pipe to 12" below grade. D. Provide PVC conduits as necessary where. tumingg.(!)mers. E. Make all splices with specified connectors. F. Make all splices in a valve box. G. Provide. an extra coil of each wire at each splice to allow for contraction of wire due to temperature settlement of backfill. H. Install, secure, and plumb. PIPE BEDDING A. Mainline: If soil in trenches is not free of rocks, provide uniform bearing surface of specified Sand; 2" minimum depth and free of rocks and sharp objects under entire length of pipe. B. Lateral line: Clean native soil or Loam. PIPE INSTALLATION A. General: Follow manufacturer's instructions. B. Minimum clearances between lines: 1. For 2" diameter and smaller pipe: 2" clearance. 2. For 2 112" diameter and larger pipes: 4" clearance. 3. Between irrigation and other services: 4" clearance. C. Threaded Plastic Pipe: 1. Thread with conventional equipment. 2. Plug pipe ends during threading to prevent pipe distortion or damage. 3. Do not use solvent cement on joints. 4. Wrap joints with Teflon tape. D. Cemented PVC installation '1. Follow manufacturer's instructions. 2. Cut all pipe square and remove burrs. 3. Chamfer all outside edges of pipe. 4. Clean and dry ends of pipe to be joined. 5. Apply primer solvent to both pieces of pipe to be joined. 6. Apply cement to both pieces of pipe to be joined. 7. Attach pipe and hold together for fIVe (5) seconds or until pipe will not back out. 8. Wipe excess cement from outside of joint. 9. Snake all lines to allow for contraction. PRESSURE II:.STS A. Cap off electric valves and test with a pressure pump after installing and baCkfilling the main line. B. Maintain 100 psi minimum pressure for at least one hour without leaks or pressure loss. FLUSHING A. After piping, risers, and valves are installed, but prior to installing sprinkler heads and backfilling, open valves and thoroughly flush piping system under full water head. Maintain flushing for three (3) minutes. - B. Close all valves and cap all risers immediately after flushing. Use only PVC threaded pipe cap. Leave capped until installation of heads or nozzles. C. Flush a second time after installation of sprinklers. Remove nozzles, flush under full water head for three minutes, and immediately reinstall nozzles. BACKFILLING A. Remove debris, sharp rocks, and decayable matter from areas to be filled before proceeding. B. If native soil is not free of rocks then cover mainline pipe with 4" specified sand and place specified utility locator tape the entire length of all mainline pipes. C. Fill remainder of trench with stockpiled material or Loam at planlbeds and lawns, as soon as feasible after Owner's Representative's installation review and acceptance of pressure test. D. Compaction of Fills: 1. Compact fills in maximum 6" lifts. Compact to match density of surrounding material. 2. Should backfill show settlement during guarantee period, bring area back to grade with compacted fill, and replace any settlement damaged. construction and planting. 3. Do all backfilling necessary to bring all surface~ to finished grades. 4. Wet and tamp earth in layers not over 12" thick until thoroughly packed and settled. 5. Backfill the top 2',' of trenches in plant bed area with loam or native soil free from rocks 3/4" or larger. 6. Dispose of excess excavation off site. SLEEVE INSTALLATION Installed under separate contract. Verify. MANUAL DRAINS A. Install at lowest points in main line, set plumb at locations indicated on drawings. B. Discharge directly into sumps of one cubic foot pea gravel. C. Cover sump with 4-mil plastic or asphaltic paper. D. Connect to main using a 2" nipple, elbow, and 6" nipple parallel to pipe toal/ow for vertical movement. ~ ,...: c:> N ~ o c: o B co:: (3 8- 00 ~ ~ ADJUSTING AND BALANCING A. Adjust and balance the system as each section is completed to provide uniform coverage to all areas. B. Demonstrate to the Owner's Representative that the system is in operating condition. LINE FLUSHING VALVE (DRIP ZONE) A. Install at lowest points in main line, set plumb at locations indicated on drawings. B. Discharge directly into sumps of one cubic foot pea gravel. C. Cover sump with 4-mil plastic or asphaltic paper. THRUST BLOCK INSTALLATION Install minimum 2 cubic feet concrete thrust blocks at all comers, tees, and stub outs on pipe over 2 inches in diameter. RESTORATION A. Return all disturbed areas to original conditions after installation is completed. B. Replant or replace any materials removed during construction. t! ~e cuc. :Efri "I: .. cu"" a@) sO'> c:8 JRN ~cO NN Cl)~ Ecn cu c .. c::: c:no .5-g ~~ o en VALVE INSTALLATION A. Install plumb and square and according to manufacturer's recommendations. PROGRAMMING A. Prepare and Submit for approval the irrigation controller programs: Spring/Summer, Summer, Summer/Fall. Coordinate-programming with Owner's Grounds Supervisor. B. Include: zone start time, watering duration, day of week, repeat cycle mode, program mode. /2-(}f /3 pages ... LANDSCAPE ARCHITECTS .. TI:3G ARCHITELIS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o o "0 <( <(u ....J ....J LU ~' - /, Z~ <(~ 2lJ ~ ~/ ~O ~~ ~- '-OlJ co t..... ~ t..... Q") Z o ~8 u.J~ ~O I-- "- rJ) O. ....J . Zw :(U::: ~\J CO~ 0'"\ ~ · COO- \.0 V) c SJ:C : CA-.O\JS ~ST1!11?h 1325 -~ . .' PROJECT # DRAWN CHECKED DATE 200710 ces JL 09/29/2009 SHEET L-4 @COPYRICHT 2009 by TBC Architect & Planners'lnc SECTION 02900 PLANTING PART ONE - GENERAL TREE, SHRUB, AND GROUNDCOVER ESTABLISHMENT AND MAINTENANCE At Plant Beds: A. Protect and maintain plantings until final project acceptance. B. Water, weed, cultivate, mulch, reset plants to proper grade or upright position. C. To ensure healthy growth, spray, prune, remove dead material, and do other necessary operations. TREE STAKING A. Stake all trees as shown on Planting Detail. B. At planting, bracing stakes should be installed on all trees larger than I 1/2 inch in caliper before the roots are covered. C. The stakes should be strong enough to hold the trunk rigidly in place. D. Place the stakes 3 to 18 inches from the trunk before the planting hole is filled. E. Fasten the trunk to the stakes with canvas tape or loops of wire passed through a section of rubber or plastic hose or similar soft material. DESCRIPTION OF WORK The Landscape Contractor shall furnish aU labor, equipment and materials for the planting of trees, shrubs, and groundcovers in accordance with these specifications. The species and quantity of trees, shrubs, and groundcovers shown on the planting plan and plant list will be required. The material shall be planted at sites designated on the planting plan or as directed by the Owners Representative. PART TWO - PRODUCTS STANDARD REFERENCES Quality definitions, grading tolerances, root system condition, caliper height, branching, budding: no less than minimums specified in "American Standards for Nursery Stock", published by American Association of Nurserymen, Inc.; latest edition. MULCHING A. Provide Mulch 3" thick within 24 hours after planting at all plant beds, and tree plantings. B. Hold top of Mulch down 1" minimum from top of adjacent plant bed edges. C. Remove excess Mutch from foliage of all plant materials. Remove mulch from aU adjacent surfaces. CLEANING AND REPAIRING A. ~Iear and remove all rubbish. vegetative' matter, and miscellaneous objectionable debris from the site. B. Do not bury any foreign material from the construction site. C. Remove any buried foreign material when encountered. D. Maintain sidewalks and paved areas clean at all times. E. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other paved or surfaced areas. F. Including wor~ of ot~er sections, clean, repair and touch up, or replace when directed, products which have been solfed, discolored, or damaged by work of this section. RELATED SECTIONS A. Section 02300 - Landscape Earthwork B. Section 02850 - Irrigation QUALITY ASSURANCE Contractor's Qualifications: A. Contractor must be licensed under Oregon Statutes. B. Contractor must have at least two years prior experience on similar scope projects. C. Installer's Field Supervision: Require Installer to maintain an experienced full..time supervisor on the Project during times that landscaping is in progress. PLANT MATERIAL A. Sizes, grades, and conditions are keyed on Plant Ust shown on Drawings. B. Provide sufficient plants no smaller than indicated to complete work shown on Drawings. COORDINATION Coordinate with other trades affecting and affected by work of this Section. PLANT MATERIAL QUALITY A. All plants shall be nursery grown unless specifically authorized to be collected. B. An trees and shrubs shall be in a good, vigorous, healthy condition, free from disease and injury. They shall be hardy under climatic conditions similar to those in the locality of the project. C. When specified plants are not available within a reasonable distance, substitutions may be made if approved by the Owner's Representative. D. Unless multi:trunked plants are specified, trees shall have a straight single leader, uniform trunks; full. even branchmg, grafts at ground level, and well developed root systems. E. Pro~ide quality: size, genus, species and variety of tress and shrubs indicated, complying with applicable reqUIrements of ANSI Z60.1 "American Standard for Nursery Stock." F. Measurements: Measure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in their normal position. G. Do not prune to obtain required sizes. H. Take caliper measurements 6 inches above ground for trees up to 4-inch caliper size, and 12 inches above ground for larger sizes. Measure main body of tree or shrub for height and spread; do not measure branches or roots tip-to-tip. END OF SECTION REVIEWS Request reviews by Owner's Representative 72 hours in advance. The following are required: A. Soil Preparation Review Owner's Representative will review soil preparation and finish grade prior to installation of plant material. Adjust finish grades as directed. B. Installation Review: At time of Completion Inspection, Owner's Representative will review installation of an work of this Section. Installation Review will not occur until completion of entire area planting as defined by Landscape Architect. ENVIRONMENTAL CONDITIONS A. Install plant materials and lawns during periods which are normal for such work as determined by the following: 1. Biological season. 2. Specified environmental conditions. 3. Accepted practice. 4. After all major construction work has been completed. B. Installation not permitted during the following conditions unless otherwise approved: 1. Cold weather: when temperature is less than 32 degrees F. throughout the day. 2. Hot weather: when temperature is greater than 90 degrees F. throughout the day. TIME OF PLANTING The following planting dates are recommended (times will vary with geographic regions): I. Optimum time Bare root stock: December I to March I Balled and burlapped: December I to June 21, Container grown: Can be planted during most seasons of the year ORGANIC MATERIAL Steer Manure, well aged, composted, ground to a uniform texture. LOAM On site, natural, fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots, weeds, seeds and other deleterious material. MULCH At Plant Beds and Trees: Uniformly screened (3/4" minus) premium fir bark mulch. COMMERCIAL FERTILIZER Uniform composition. dry, and free flowing, with the following chemical analysis: 20% Nitrogen, 10% Phosphoric Acid, and 8% Soluble Potash; with 8% Nitrogen slow release. TREE STAKES ~" ?<. 2", X 8' Douglas Fir stakes. 2. Maximum time Bare root stock: Balled and burlapped: Container grown: PART THREE - EXECUTION EXISTING CONDITIONS A. Verify ground dimensions and elevations prior to beginning work._ B. Notify Landscape Architect of discrepancies between drawinQ..~,and.sitt'. C. Notify General Contractor of defects requiring correction gy;/others. D. Do not start work until conditions are satisfactory. November 15 to April I November 15 to June 21 Can be planted during most seasons of the year TIME OF SOIL PREPARATION The following dates are the only times that soil preparation may take place on the site: May 15 through October 31. PRECAUTIONS ~//i<Protectexistingimprovements against damage, soiling, or discoloration. B. Repair or replace damaged, soiled, or discolored material when directed by Owners Representative. PLANT PIT EXCAVATION A Tree pits shall be excavated as per planting detail on Planting Plan. B. Shrub pits shall be excavated 3 to 6 inches wider than the ball of earth or spread of the roots and 3 inches shallower than the root collar. DELIVERY, STORAGE AND HANDLING A. Deliver fertiHzer and keep it in dry condition. Retain tags showing weight, chemical analysis and name of manufacturer. B. Protect products against damage, dehydration1 sun burning, or freezing. C. Coordinate on-site storage of plant material: 1. Cover plant roots and root bans with soil or other accepted material upon job site delivery as necessary to keep moist. 2. Maintain until installation. D. Reject plants when ball of earth surrounding roots has been dried out, cracked or broken prior to or during process of planting. E. Furnish balled and burlapped (B&B) stock with solid, properly wrapped and secured, natural ball. Burlap to be biodegradable; twine at root ball top to be biodegradable. Stock 2" eal. and up to be transported and handled with root ball in wire basket. F. Plants shall be carefully handled so that roots and foliage are adequatelyproteeted from freezing, overheating, drying out, sunscaldt flooding, or other injury. G.' Balled and burlapped plants will be protected if not planted soon, after delivery by covering roots with loose soil or organic matter, such as wood shavings, hemlock bark, or compost. Roots shall be kept moist until planting time. H. Container grown plants shall have been grown in a container long .enough for the root system to have developed sufficiently to hold its soil together firm and whole. No plants shall be loose in the container. If not planted soon after delivery, they shall be kept moist by frequent watering. I. Plants not planted immediately should be kept in a place away from. direct sunlight. PROJECT CONDITIONS A. Utilities: 1. Determine location of above grade and underground utilities and public utility easements and . perform work in a manner which will avoid damage. 2. Hand excavate as required. 3. Maintain grade stakes until removal is mutually agreed upon by parties concerned. B. Excavation: Whe~. conditions det~mental !o plant. growth are encountered, such as rubble till, adverse drainage conditions, or obstructions, notify ArchItect before planting. SOIL PREPARATION At Plant Beds: A. Spread 4" organic material. B. Till to a minimum depth of 8" . C. Spread 20 Ibs. Commercial Fertilizer per 1000 square feet of plant bed and thoroughly mix into the, ~p~. ,. . . D. Ra~e smooth and set finish grades eliminating all uneven or low spots setting grades for positive draInage. Remove all debris, sticks, roots, clods, and rocks larger than 2 inches in diameter from the top 8 inches. - E. Allow for mulch at adjacent edges. F. Compact to 80% dry density. INSTALLATION OF PLANT MATERIAL A. Plants shall be placed in the center of the holes, plumb and straight, and at such a level that the root collar should be above the surrounding finished grade as follows: Trees: 3 to 6 inches Shrubs: I to 3 inches B. All wire shall be removed from the tops of burlap balls. C. Container grown stock shall be removed from container with minimum damage to roots and placed at bottom of hole to assure no air pockets. D. Soak all container grown plants or B & B plants before planting. E. Set plants pi umb and faced for best appearance. F. Cut and completely remove twine and other fasteners from root ban and turn burlap down to sides of ball. Neatly cut off broken or frayed roots. l ~ N ~ en c: o =- B I;:: u 8- en r:: o ..,.; ~ WARRANTY A. Plant material must be in healthy condition at end of warranty period, or for one full growing season following installation, whichever is later. B. All plant materials must exhibit satisfactory growth during the current growing season if planted on or before June 21, or that date in the following year if planted after June 21. Plant materials that fail to grow will be replaced within two weeks prior to September 21 or June 21 and be subject to a new warranty period. ' BACKFILL A. After placement of planting stock, hole shall be half filled with soil and then thoroughly watered to settle soil and exclude air pockets. B. Finish filling planting hole to finish grade levels and water again. A minimum of tamping of fill may be necessary to assure that no air pockets are present. C. Thoroughly water each plant and entire bed immediately after planting. SHRUB. PLANTING A Set out container plants at specified distances and adjust so the plants fill the bed evenly. B. Dig holes as necessary so that mulch will not cover lower branches and so that plant crown will sit at or above the surface. '@ ~e ('IS A. ::E;g '::6 .;.; O@) :ii 0) =8 ,SN C3 ~ iG~ edg- E C/J, co c:c 0>0 C::-g ~~ OC/J PLANT LOSS AND REPLACEMENT A. At no additional cost to owner or Landscape Architect, replace plant material not surviving or in poor condition. B. Perform replanting during next planting season, and follow these specifications. Contractor not responsible for plant loss or damage caused by vandalism or lack of maintenance /3 of 13 f11Jt.s ..... LANDSCAPE ARCHITECTS .. S I I R ME R-t1 AS ICI AT E Si T~G ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 z o o .0 <( -...J <(U -l u.J-l ~' /. z&s <(~ ~LJ o(j ~/. -cO ~tf) 0'1~ ~LJ co ~ ~ ~ ~ Z o ....@ L.U~ ~O .... ..... (f)O . ....J LL.U ::;eLL: ~ LJ- CO~ O")~ COo.. '" V) 5 ) .:C: CA- 0 \JS G1-~ . PROJECT # DRAWN CHECKED DATE 200710 ces JL 09/29/2009 SHEET L-5 @COPYRIGHT 2009 by TBG Ard1itect & Plannerr/lnc