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HomeMy WebLinkAboutPlan, Final APPLICANT 1/13/2009 #- ~ ~ ~ ~ ~J19]}J "'t (j i .------------- ......... lEGENO MAIN (HICHffAY STREET 1 26) . = GUARD POST. -$- = SITE BENCHMARK. A.a .:: AIR CONDITIONER. AM .:= ANCHOR. a L.P. = CONCRElF LIGHT POLE: aB. = CA TCH BASIN. a c. =' CONCRETE CURB. a a = CLEAN OUT. a I/, -= CONCRETE VAUL T. E.M, = ELECTRIC METER. F:H. .= FIRE HYORANT. F:L. .=: FLOW LINE. a I/, .:= GAS VAL Vi: H.s. .=: HANDICAP SiaN. M.H. = MANHOLE'. P.P. -= POWER POLE. T.B. .=: TOP BACK OF CURB. TELE. PE/)' = 7ELEPHONE PEDESTAL. T.s.o. = TRAFFIC SIGNAL BOX. T.s.P. = TRAFFIC SIGNAL POLE. S. a = SECURITY CAMERA. w/t.I. a -= JHTH UNDERSROllNO lIT/LITlES. 1Y.f). -= WOOf) f)ECK. IY. aR. :;:: WHEEL CHAIR RAMP. 1Y.At. = WA TER METER. U! V. =: WA TEN VAL VE: S OO~19Q6JJ E 3. 94 ~ L==77. 79~ R- 188. 50} ~::=23738~43JJ C LEN-77.24J BRG-N 78~/4'50" E ___J"_'._--"'~"'''''--._-''''''''''''''-''''' .., -'-......''-'-.-.--.---.--.----...--...---...- .--' --......--..... ....-..- .~ ....... ........-..-_....,......... 4'<::5'C) ----........--.....--... ..... .............._____. '--'--'3si:)f 11/161'------ -.-."..-...--..,,----~_.--._...-..---.._---.-----.CQNCRE.TE.._.CVlili.... EXISTING DRIVE CUT c.a. SITE BENCHMARK (J) LLlI- 0) ~ <<> co Z ..q ~ ...... U') I LLlO 0) <0 Z (V') ...... - 0 . ~ :I:LLI (!) "=t W U') 0:: x 1-1- 0 w'" <( U. -I . - ...J LLI:I: :> 0:: U') W Q) !:i ...... co go I ~ <0 C\I ...... I U') ~ <(0::: C\I "=t x U') 0 w ~<( m z 0 0 . :t: a.. a.. a::: '. .' . 4... .:cs..' .. .." , ,. . ~ '..', . 4 , oil '. ,.. : "', .' .. ..' ". f. 11'. '. .;":. _ .': ";"'~~: ~..;;.~:-.4'. ,..,.~'~~~.':;-.' .~..~-.~.~. ....-:<L.1:....;'4~-:-.-. ~ ..'-'~';~:':. ':'.":.: .>~.: . 4. :. .. .... 4'. c..d .' '''.. 'II ..011, . ,.' ". " .'f!I ", . . " .' . .",. 4 .'4 . '* ": ~" "011. ...' . , '4" . '4 .' "'. . ". . " 4A' ". . ".. 4 .... ' A., .$, A'.... t, ..,...... :lS: ""," . : 4' '. ,., '. " ..:..., <.4 4'.{I 4. 4.. 4i , .," <I" .. ' . ..' .. - ~~-=~~ AN,. -=-..:..:=::::.:..._~"--f.!'.:!:.___..._"--:::..: ~: - · - · - · - f - , New 31 WIDe Fe,AMP .t WA1..K pe~ ADA ~QMTe. ~c".,/' I ..N:~._~~~_.~~._ __.... ........._....._.. -.".~"'."..,,,....... I /..../_., ......,..? ....,................... " '''''....-..--.-...-.--.......... I EX. LANDSCAPE I I New CURB I I EX. METAL--r SIGN I I I I I I I I .----.~.~._._._. .--._._.~.- $CQ N 89~44'oOIJ W 370.26' ~ ~ I //~ / I.: / ~ ~ 8 3 EX. CONCRETE CURB 01tZ>1 .. ~C, ~. ~ct OF ~lt)1 se~vlcE .LANE -t!J. - . - .// NEW 3' WIDe ~ / Acce5516LE - WAY \~ ~cu~ !~~i~~~~~f~~'.~~~ :~~:.~ ::::::.:...:'::'.:. ~rlli~~>:~x ~ ~ ~~D ~1mifc..&:-:;,...o'."'Z':z;-F.:.~F..":'::.E~.'.r~~F"-'.~ifrro..t;:;~:[;.!F~~"~tif;~;.~ij ::i'~;. ~<~~R~tf~~</ ~ ....:~... ~l#.'-';"~ ~ vN ~.....:...~.......r. '1- ,/,... ,..... .... A ::I.. .'i.. l<.. /, ..... fi~Jllllliiillll{~~!f~ :.:;~<. ~?J~.:~~~;~s~ ~ i~ ~ ~ NEW TRAFFIC . . ,e.. "'" . OUTl.INE OF EXI5TINci A~W (T'T'P. OF 2) V ..........-............- .."'..--................--.... 51J 50' LO~3N 1-25.82' 'V 4320'251J E ...-.--. ....- ...-...- 48 ~7 ._ J _"'___ ........ ..--.....--.....................-~. .. ~ ~ ~ ~ ~ ~ ~ It.J / I .f \ / )' ,\ ~ --- /. '.7" G. 1, ~:) . I AM LANDSCAPE (..,- "'.' . " \ J .................-.................-.", ,t; ;.' :'~";,'" ~ ..;.:, ::.I...~~.:. \.....~.::: -= CONCRETE ~t .....,:," 'a;. ..'." '.. ..,. ..1:. . . \ \ . .4 '., 4 . " /~.~~.. / /' " ./' / // ?' // ..;1/,.. ./,.// /''; ,,~./ / I' I .I // ( I / / / I " f i TREES . I. ... ~. : 4., '.' ,.., . a = GUM TREE ~ {~ ,~ \,. ~\ ~\ ~\ ~\ ) \ 11 E NeW ADA SYMBOL ~ EX. PARKING (L o I ~ cj) ~ ill ill f-~ ill OC~ LL <to LL 3m o w~ O~f-Z cj)()(j)~ OIL(j)d> ~ - (Q ~~ I OZ o ~ f- :J Q <t . . . ... '.: 11 .:. ~ I'::,' :'. .: ~ .:~ I . r ~~J ! ..' 4:"... .1 I I \ . ~ 1 . . .~ ~.. : I' ..~ '~:"4 '.:.' f. . : .. ;/ I ~ A':' ., ~ . t, . i . .: ~ f .4" I . : '.; . /1 / - // kJ;.:e'~~.l // ~ .co \\ j C L. P. r:s. B. EX. PARKING ~ AM ~ ~ ~ ~ ,. . '\ \ \ \ \ \ I . . . I 4' .,.6 '. . '. ".' . ." t.... 4 ;" .. I ., . '., . . 4 I . .~. !i . ~J' .. A : .': M.H. I c.B. I - !~ <:j I <> I ! / / i / / / PARKING , / ~ 4'::.. eel \- PROFQSED SrTE PLAN ~ 111 = 1(Z)1-(Z)" NOTE: ALL. ADA ROUTES, INCL.UDING CUFe6 RAMFS, DETECTA61-E W~INCiS, WA1..KS, &UfiCFACee, G~TeS, eEPA~TION, P~OTRUDING OBJeCTS, AND ISL.ANDS 61-lAL1.. BE CON6TFiiWCTED IN ACCORDANCE WITl4 TJ-IE 'OREGON ST~CTU~ ePECIAL Ties CODE' SECTION 1103. ALL PA~ING FACILITies AND LOADING ZONES &I-IALL. BE DESIGNED AND CONSTRUCTED IN ACCO~ANCE WITI-l 'OSSC' SECTION 1104 AND 11(2.)5. EACJ-I J-IANDICAP AccEeSIBLE PAFeKINCi SPACE SI-lALL 65 MARKED ey A SIGN IN I' J-IIGJ-I L.ETTERS eTATING 'FARKING WITI4 DM.V. DISABL.ED PERMIT ONL Y. VIOLATo~e 5UeJECT TO TOWING UNDeR O.Re. &11.620 AND FINE UF TO $2S(Z) UNDER O.~S.al1hI5'. vAN ACCESSIBLE PAte<ING eF>ACE MueT I-lAVE AN ADDITIONAL SIGN MOUNTED TO TI-I5 SIDE OF TJ-IE PA~ING SPAce - - N 't OCCUPANCY SITE DESCRIPTION LANE COUNTY MAP · 11..e>2-32-~2 TAX LOT ~9lt)0 ZONING: CC TYpe aMI CONSTRUCTION TYPE SITE AREAS TOT AL. SITE AREA III &.4 ACRES PROJECT SITE ~A = 4,816 SQ. FT. F~OP05ED 6TFWCTUFeE III 3&.3 SQ. FT. h\~ UIr1 ~~~i~ \) ~C1fXf6- ODObt DRAWING St-+EET INDEX TYFE 'v-e' PROPOSAL TO PJ,..ACE A .3&3 SQUAFeE FOOT PFeFAeRICATED COFFEe SJ-IOP AND CONSTRUCT ALL. NeCeSeA~Y SITe IMPROVEMeNTS. THE FACILITY WILL EMPLOYEE TWO Fe~eONe FeR eJ-lIFT AND WILL OPEAATE r:~OM 5 AM. TO 11 PM. eeVEN DAYS PE~ WEEK. PEAK 1-I0Uf;!S WILL aE F~M 6 AM. TO 'a AM. LANDSCAPING L.ANDSCAPING REMOVED FOR PROPOSED IMFROVEMENT = &24 SQ. FT.. L.ANDSCAPING ADDED WITI4 P~OFoseo IMPROVEMENT .. 414.5 SQ. FT. SHEET TITLE: SITE PL.AN TENANT / FRANCI-1ISEE CI-IRI6 eTEWA~T eTEWA~T AND SONS ENTERPf;!ISES, INC. 466~ MAIN ST. BLDG.. D eTe 660 eF~INGFleLO, OR <314'8 Al SITE PLAN A2 EXISTING CONDITIONS A3 61KE S~EL TER A4 TRAS~ ENC.LOSURE A& UTIL ITIES S1.1 FOUNDATION PLAN L 1 LANDSCAPE PLAN IMPERVIOUS AREAS IMFERVIOUS AREA ADDED = 4M SQ. FT. IMPERVIOUS AREA REMOVED III 414.& SQ. FT. NET IMPERYIOUS AREA = +19'& SQ. PT. FilE: SITE DATE: lPa/~ LAND OWNER OONAL..O v. PFEIFER TRUST 2011 Ne 164th Fl.. PORTLAND, O~GON 91230 PARKING EXISTING PAFeK.ING SPAces TO 65 REMOVED II 1 FAFeKING SPACes REQUIRED FOR COFFEE SI-lOP = 3 BIKE PA~ING II 2 (ONE COvEFeD) SHEET A= 1 PRE-FA6RfCATED 6UILDING FABRICATED BY DOU6LE 'R' PRODUCTS" FOR DUTCI-I BROS. COFFEE. FE~IT le5UeD BY TJ..IE eTATE OF O~eGON BUILDING CODES DiviSION. PERMIT NUMBER - M3.34 e>8 - 4&4(Z)D EMPLOYEES SEE DRAWING5 PROVIDED BY DUTCI-l BRoe. FOR ffiE-FAB UNIT DeSIGN. PROF05ED NUMBeR OF EMPLOyees II 2 REVISION: _.------ .If v ( -........ ~ , ~ I ~ I ~ . :A~ ," "4 ',' , . '4- . ." .., '.. ". . ..' .., b' 't, .. .4.. 4.. A'.. "'lIS'. ...... "'~ , ':.. " 4 ' <Iff.' . .,.t 4~".t .1' , L::=77.79~ R-188. 50J 6==23'38J43J1 C LEN- 77. 24 ' BRG N 78014'50N E MAIN (HICHffAY STREET 1 26) $ QU S 00019'56J1 E 3. 94 ~ CAS CAS -' .--.....- ---........".. '._. ___._~~_____._.__..._- _..__ ..-....-...-.-..--......---.----..-----~..--........ 0<:'./ '--J . .... -""...- - --.. ." -- : C> .$- _._~--...-._._--- '.. ..-----.---.-.--...~------_.,-._...----.--.-.--.,,---.-..-.-.----~._..-.__.-CQN.C.li!EIE_~C.t/...R..Q.~. DRIVE-CUT SITE BENCHMARK , .4 .. --:---- . ' .:1 ' · ';".~,~-:" ~ l ~4 ,'. 4 , '" " '4' ': ":'"~,,~.4, ,,4~: --.<,~~, ,~:;-.,~Ti~'"-<.':;r>-~, ':"..,':,::' ',< ' ," ",: "f: ", : ,.. .. .. 4'.. . ,41d' . t" .." ". -;; .. : $I ".. .. . 4 ". .. .. 4', '.it."" , , ,~ . <I "of ".. .. ~ , ' , , .,. s. -.-............._1.... . ..... $1vf.H. $- M.H. .. ....: ~. 'I , , ._.--,~.--..- ".,--.... ./..... - // N 89~4{JOJJ W 37D.26J $QQ LANDSCAPE 9:l ~ (ij ~ /' I.: '" ...-/ ~ ...............-............. ~ ~ 8 "'-----~.--_.--_..-..........-...-----..........--..- 4[:1/"';> _ -- rJ METAL ~ SIGN ~ ~ ~ ~ ~ ~ "- ASPHAL T ~ AWNING LINE ~ LANDSCAPE S> "";!'ro.. 1// C~5~ \ \,,---_.) c:> , ' .....---------.- _.-;1 L''J /" '''1'-cf? ;1 - ~ / '\ I / ~.~" / ....'............ I ...._..~ ~ PARKING \ \ . G.lIU -$ ': ."'.,' 4 A, 1f ~ , ... .' : 44, ',' fi' "~.'" "i .' , 4 . .. .;, . lot ., t .. . . . , .4 ': '. " t A <I ~ . . " , . , t' It . . '..., ~, , ~:: ~., ~ " "':os 'ti'!, " . '~:A a.. ..,. t,' , <I -$ //r-" /. / / ;' // / ,/ ./ ..I'?/ /' " l I ./ / ( / /" PEO. / c.c. ~ ~~ ~ ~ ~ ~ ~ /,/"------- -" --...... PAR~ Q L. P. c.c. V). ~\ "- ASPHAL T ~ PARKING ~ PAT~ / "\ (0 ~ / I i I j T:5.e. / 1\ ~ AN. -\.';). co ~ ~ ~ ~ c.a. I <> "- ASPHAL T ~ <J ~~ PARKING I ~ EXf5TJNG CONPlTfON5 1j) 111=101-011 A FORTION OF LANE COUNTY MAF 11-02-32-32 TAX 1..0T 1~00 NOTES 1) CONTOURS ARE A 7 I' INTERVALS AND ARE COMPUTER SENERA TED. 2) ALL MANHOLES WERE LOCA TED A 7 CENTERLINE or RIM. J) UTILITIES SHOHN ON THE SURVEY HEREON WERE BASED UPON GROlIND/V!SUAL OBSERVA TlON ONL ~ THERE AlA Y BE lIT/LITlES ON THE SITE THAT M'RE NOT VISIBLE THEREFORE, THEY ARE NOT SHOWN. THE ACTUAL LOCA TlON OF THE UNDERGROUNO UT/LITlES VAR~ 4) lITlllTlES lOCA TES ARE AS PER TICKET NUMBER 8148008. SITE BENCHMARK S7:4 lEWlDE CONTHOL POINT NUMBER 2. A MAG NAIL SET IN CONCRETE SITUA TFO IN THE NORTHEAST CORNER OF SITE; AS SHOWN HEREON. ELEVA TlON OF MARK IS 486.56 FEET. BENCHMARK LAND COIJNTY DESIGNA TlON R7.J2 (LCBM 166), MARKED BY A METAL ROO (FASTENEO TO A METAL ROO) IJRIVEN INTO THE SROUNO. BENCHMARK IS LOCAlED THE CORNER MAIN S7HEET AND 4157 STHEET. ELEVA TlON OF MARK IS 483. 79 FEET (NA M) 88) -t; -w -T -E - aH. LEGENO . := GUARO POST. -$- := SITE BENCHMARK. A. C. := AIR CONOIT/ONER. AN. -= ANCHOR.. a 1.P. = CONCRETE lIGHT POLE. c.B. := CA TCH BASIN. C. C -= CONCRETE CURB. C. a = CLEAN OUT. C. v: ;:;: CONCRElF VAUL T. E.M, = ELECTRIC METER. F:H. = FIRE HYORANT. F.L. -= FLOW lINE. a v: -= aAS VALVE H.s. -= HANOICAP SIGN. M.H. := MANHOLE. P.P. -= POWER POLE. T.B. =: TOP BACK OF CURB. lFLE. PED. := 7ElEPHONE PEOESTAL. r.s.a. -= TRAFfiC SIGNAL BOX. T.s.P. := TRAFFIC SIGNAL POLE. S. C = SECURITY CAMERA. w/lJ. a =: WITH UNDERGROIlNO UTILITIES. WOO = WOOf) DECK. waR. = WHEEL CHAIR RAMP. U!M. = WA TER METER. WI/. = WA TER VAL VE: G - =: GAS AS PAINTEO W - := WA TER AS PAINTEO T - :::: TELEPHONE AS PAINlEl) E - :::: ELECTRIC AS PAINTED aH. -=: OVERHEAf) LINES TREES a := BUM TREE . j I'D l cq "\ Date Received. f\lJ:'\L\r~(!} Planne~ Lb ~b S ~.,~~. S<h p~ ~~'* #~ ~ ~ ~ \~ ~9]}J (J) LLlI- 0') ~ co QO ~o ~ "t""" ...... U') I Q) <0 Z (V') ...... 0 . - ~ :I:LLI C) ~ w U') 0:: x 1-1- 0 u.i <( U. ..J . - -I LLI:I: :> 0:: U') W Q) !:i ...... 00 go I <( <0 ~ N ,.... . I.t) ~ "=t <(0:: C\I I.t) x . . 0 w ~<( OJ Z 0 0 . J: a.. c- o::: (L o I ~ d) \.'l ill ill f-~ ill OCC: LL <[0 LL 3ill o Wt!; O~f-Z d)()0)~ OLLO)d) OC - . lQ !!t> I O~ o r: f- ::J Q <[ - - N ~ SHEET TITLE: eXISTING COND. FILE: 42 ex. COND DATE: 119/f2>Ca SHEET A=2 REVISION: ,--------, I I I I I I I I I I I J L________.-J ~ , ~ 12' TI-4K.x .32' SGt FlG. W/ (4) *4 E'w. ,-------- I I I I I I I I I I L________-.J 2x2x3lt6' 1-166 COL. W/ 1116'x 6'><6' eAeE Ie W/ (4) 1/2'~x 1(2)' ANCJ.IOR eOL T5 FOUNDATION PLAN eCALE: .3/4'=1'.(2)' 1 1/2 xl 112 xl/B' I-IS6 ~IDGe I 112 xl 1/2 xll&' 1-466 feAFTe~ I 1/2 xl 112 xl/B' J.4SS FUFa,fN /"' SI4EeT MeTAl- ROOP'a, / TO MATCI-l EXISTING 1 JI2 xl 112 xl/S' CONT. ANGLE ~.3x2xIl8' J-ISS MAIN FRAME W/ MITRED G~raNe~ 1 1/4 xl 1/4 x 118' 1466 6RACE 2x2~1I6' J-I6e COL. W/ 1116'x 6 'x6' BASE Ie W/ (4) II2'~x a' ANCI-IOR 601..Te Q -' ~ CONe.. SIDEWALK , <3 " . , <3 . 4' '. , .. 4 ~ t. . . . ,4 4 ~ ..... <J (4).4 e.w 21...e' &QUA~ CROSS SECTION SCALE: 3/41=1'.(2)' 51-31 21-1 1/2' w z ~ z ~ -1 ~ i2 ~ Q i[ ii! i( ~ ...: to :B m a d) :t :I :I ~ ~ ~ ~ . ~ x x x x x S ~ ~ ~ s x x x x x ~ ~ s ~ ~ - - - - - ~ !'- I 1/2 xl 112 xl/e' I4SS RAFTe~ Q -' ~ ~ , ~ to cD :I ~ x ~ ~ . Ci'\ 3x2xl/B' I-ISS MAIN F~E W/ MI~D co~eR5 =G;) ~~ ~~II_~RAME =@~~~~_0:RAME --5l-1eeT METAL. ROOFING--- I 114 xl 1/4 x 1/81 J.lSS eRAce BIKE ST ANTION CONe.. SIDEWALK END ELEVATfON 5JDE ELEVATfON SCALE: 3/41=1'-(2)' eCA1..E: .3/41=1'-12)' BfKE SHELTER DETAILS t 1/2 xl 112 x1!B' ~ee FeAFTe~ I 1/2 xl 1/2 xl/B' CONT. ANGLE -------..... 3x2xl/S' I-ISS MAIN FRAMe W/ MITFaeD co~e~8 1 1/4 x I 1/4 xl/S' l-Ise 6FCAce 2><2><.3116' I-Ise COl;. 11161x 61x6' eASE f! W/ (4) 1/2 '4>x ltZ'1 ANCl-IOR 601- T6 TYF'. AL.L CONNECTIONS U.N.O. CONNECTION DETAILS ,SCALE: 31=1'.(2)1 Date Received: Planner: Lb 1'15}Qq .. ~<s~d ~~~ S~~ (J) LLlI- en ~ co <<> Z "=t ~ ...... U( LLlO en, <0 Z ('t) ...... 0 I - ~ :E:LLI C) v w U') a=: x 1-1- 0 u.i <( U. -I . - ...J LLI:E: 5> a=: it) w Q) t- ...... co go ...J I ~ <0 C\I ...... I U') ~ v <(0::: C\I I.C) x . . 0 w ~<( m z . 0 0 J: a.: a.. a::: (l 0 I z d) () \.'J ill I-W ill ~~ lL <[ei lL 0 3-1 w~ 0 ~ I- ~ , () d) ~ d) LL to 9> 0 - ~ 0{ , I- m I d) z 0 - I <[ r: 0 - - l- N ~ ::J Q <[ SHEET TITLE: BIKE 61-1EL. TE~ FILE: 42nd-61KE DATE: 1/9/(2)~ SHEET A=3 REVISION: 112)' _12)1 Q I ~ SI SPLIT FACE CMU 114' 1FT I . PAIR OF 'STEEL' GATES I FL.OO~ PLAN e 112lall-(Z)1 A4 NOTE: ELEVATE SlAe 1121 ABOVE EXI6TING GRADE TO ~VIDE I4YO~UL(C (SOL.ATION 1 112 xl 112 xl/a' 14es RIDGE t 112 xl 112 xl/S' 1465 RAFTER I 112 xl 112 xl/e' 1466 pU~IN ._______SI-45ET METAL ROOFtG - r- . {fl I 112 xl 112 xlle' CONT. ANGLE <. ('x2xlle' Has MAIN F~E W/ ~ MI~D CORNERS I 1/4 xl 1/4 x lIel I-f6& BRACE - 2x2xl/el 1-f66 COl.. WI 3116 IX fb 'x6' BASE PLATE WI (4) '1-f1L. TII l-4KB II 12 -334 ANCJ.l0R5 S'...6' 'al J ~ ~ 4'xl0x 161 CMU CAP -.---ll.-.----.---!,..------..---J------.----.r...--...-. H iJ tl n I! lj II ;1 =-=......z'=-=;r-=::.~..."'=""11..-..--"'"''''.::.:.-..::::.=..'':1f........::..::.:.......:!-..=.::.= J! Ii l~ I- '5 I40RIZ IN eOND eM ::.'"-=--1=:4e~OS~r=--~=-=r.:-'"~-jL=- 11 -..::=--= ~f F ~ il "'..';:;..","O'.Jt,.,.=",...:.:.,l==\.=..jl.--=."'''T'''''=---~l-=~..:=.::;=~\.=J_-::7.:"''''7='' 45 ~~T6 . .321 o.c. f) jl ==~u.:(."=~jf.=-...=J.b""'='~I-.=:J!-'==1"'--== Ii ii l! Ii ii '\ \I Ii ==..)L~li--=-' !1"":"':=-r..-:.=Ji=-1r~==-iJ,,-....,....:.-:= ~ p . ~ ,: 'I '1 :="'"-li"'=--.,....J..=:r..=-'''iF'=,.L,..'''''''.,:.=~=::.:-...-:-:.=::--'''''"''fi'::.=''''"''= " " II fl il jl II !' n Hill ~. ~ ~: ,... .... .': .:'.. ;.' ,;.(>'., ~.., :1', ~,.": :.' , .d.' . ..,' ';:. ~.. -1466 2x5x.t0g' RAILS 4 STILES ~ATeD ~OOl=ING SI SPLIT FACE eMU PAI~ STEEL GATES WI l.A TCI-I Q -' 41 CONC. SJ..A6 WI ~ e 18' OC em. ~ 1-~C~~6 31 C1-R. OF BASE ~ ~ eeCTION . 112"=1'~0" 3 3/4' ~ SEND DIA . ~ . in ~-~=______=~==_~~~~=~~=_=- __=-1-1 i I I I I ] I I I I I ' I I i I I I ; I I I i I I I I ! ! I I / I I I I I I I . i I I I I ! ! I f I I I ~x2xllS' l4es FRAME W/ I , MITRED COFENeRS I I I ! L.,.__...__ S'-61 J------- ___~:~. _ ___ _ ___ _____L___ ______ _ __ ___4 '~_~~__ ___ --------li I l - .--.- ..... '--"--- -.... .... ,....-...-...... ........................ ........"...,... ...,.... "1 1 1/2 xl 112 xllS' I-lSS RAFTE:R 1 j , 1 ! " j i 1112 xl 1/2 xllS' 1-16S RIDGE 1 I I , 1 1 ! 1 1/2 xl 1/2 xl/e' 1-166 PUfal~ ! ! I i I ! I ! ! j ; L.___..1 1112 xl 112 xl/a' CONT. ANGLE OVER 3x2xllel I-4se MAIN FRAME W/ (p . N ! I I I . -r I I I i 1 I I ! I I i I L.____J . ~ I d\ I 1/2 xl 1/2 xl/S' 1-166 PU~IN I 1/2 xl 1/2 xl/S' 145S RAFTER ! I '--.._..........1 2x2xl/81 I4se COl... WI ~116'x 6 'x61 eASE FLATE WI (4) '1-111. T(' ~ II 12-334 ANCI-lORe -@ ROOF F~Me . 112'=1'~0' @ MAIN ~e . 1I2'=I'~0' A4 1 1/2 xl 1/2 xl/S' CONT. ANGL..E _______ .. SI-IEET MET Al ROOFIG ... ~ ~ I I I .. C , 4 STIL.ES fNG CC3D an ..... . ""t j i= " C / U" 0 L: 1 i "" 3/16'x 61x61 BAse t=LATE WI (4) '~Il TI. J.lf<6 If 12 -334 ANC~OFee 2x2x1l81 ~es COl.. ~es 2x&x.1091 RAIL.S CO~ATED ~OOF . PAiR STEEL. GATEe 1/2 ~ STEEl.. DROP PIN W/ L.ATCI-I @ L.eFT eL.evATION . 1121=1'~0" -@ FRONT EL.evATION . 112"=1'~0' ~ CONNeCTION DeTAIL.S . 3"=\'-0' =0 TRAS~ ENCLOSURE PET AILS #fJ ~ ~ ~ .~~ a: 191M (J) LLlI- C) ~ co co Z ..q ~ ...... U') I LLlO 0> <D Z (V') ...... - 0 . ~ :I:LLI (!) .q w U') a:: x l- I- 0 u.r <( U. -I . -I LLI- :> a:: U') C:I: w Q) I- ...... co -I I ~ co N ..JO ...... I LO ,.... <(0::: C\I "=t x I.t) . . 0 w ~<C co z I 1/4 x 1 1/4 xl/S' 145S BRAce 0 0 J: Q. Q. 0::: TYP. AL.L CONNECTIONS UN.O. T.O. CMU WAl.1- (L o z I g d) lit ill I- ~ ill OCn 1L -1 1L <:(!!! o 3~ o ~~ d)~d)S> OJL~~ (l OC~ [Q I~ :t O~ <J d I- ~ :J ~ Q ~ <:( SHEET TITLE: TRAeI-4 ENCL.OSURE FILE: GATe-DUMP DATE: Itta/fZ>ca \ \ . - \ ~et ' Date~ecelved:~ ~Ol Planner. Lb ~~~_.- Lf eo -:t SHEET A-4 REVISION: ...,~ . ~ (I) "~ ;. ~ ~o - ~J19iH ~ I ~ , ~ , $M.H. $ M.H. ~ p.p. lEGENO MAIN (HICHffAY STREET 1 26) . = GUARD POST. -$- = SITE BENCHMARK. A. a ;; AIR CONDITIONER. AN. .=: ANCHOR. a L.P. == CONCRETE LIGHT POLE. CB. =' CA TCH BASIN. a c. = CONCRETE CURB. c.a = CLEAN OU7: C. v.- -= CONCRETE VAUL T. E:A( =:: ELECTRIC METER. F: H. -= FIRE HYIJRANl F:L. -= FLOW LINE. a v.- == CAS VAL VE. H.s. -= HANDICAP SIaN. M.H. =' MANHOLE P.P. =:: POWER POLE. T.o. -= TOP BACK OF CURB. lELE. PEa = TELEPHONE PEOESTAL. T.s.o. = TRAFfiC SIGNAL BOX. T.s.P. == lRAFfiC SICNAL POLE. S. C. == SECURITY CAMERA. W/t.I. (l. = WITH VNf)ERCROVNf) lITlLITlES. Sf.lJ. = WOOD OECK. Sf. CR. := WHEEL CHAIR RAMP. Sf.M. ;; WA TER MElFR. U! v.- = WA lFR VAL VE: -$ ~ ~ GAS GAS CONCRETE CURB c.o. --------~N------------------------~N---- -. -. .-1-1-1- . , .a , <I (J) LLlI- 0) ~ co co ~o ~ ~ ...... 19 Q) co Z ('t) ...... 0 I - ~ :I:LLI (!) ~ W LO 0: x 1-1- 0 w <t u.. ...J . - ...J LLI:I: :> 0:: 1.0 W 0') !:j ...... co go I ~ <0 C\I ...... I U') -c- "=t <(0::: C\I U') x . . 0 w ~<( co z . 0 0 J: a- D.. 0::: t" .' . 4". .",.'. . 4" .... . ~ .. .. t. ," . . . . <I" '. . 4 . , ' .',. ,'4".4.,' A, ~ ';' . 4, ,<I., '4 , .: <I ;,. ,:' . ~:."." :''';', 4: : \ : .. J ' ': ~" '4' " . " . ..., ,,4' , : ~ '.,<14:' ,t.'.,..: 'I: '... : ~: , -;4.. . '. .4' . . <I, 4 ,,' ". . <4. 4 " to... .. . 4 .. . 1 ..' ... 4" 4~ . "'4 . ~ , . .... ~. ,', 4 ~" ': ' .. ,J , ":' -. '~ :;It', . ' J -4 ' , " 4.1)' ". '", t. ~ ,t. "'. . t ':4"". .,Jl ~ EX. WTR ~~~~-~----------EX .Q E.~ ~/ ~ Cr -<..O'f. ~V /) S~ ~G 1 ~{~. ~g~i~{=~;~/r------- ~j7ill1~~1~~[~liiiB~J1iDjf~1- _;.-:~~~::"::::::::~}<~ leO!..ATfON. ./~:<>'" j I [!;!NE[J DOT cI=J J6ROoH :.~ '':..~ '.:.:~..:..::.....~.~ / .,<:.::>., /,.:;.>'" r-----.JJ b~i.T~:~f:-~fCZ~~z:~~~~s,;~~ii{~rO'::;.::;'.S1~:Jj:1N _ -l~ ~l ~ .J "<:,\., ..' .., I ~,......,.'...COFFEE vM I f" -.. ., II ~ ,. ~~~!&!:*t~~5~:____~____11111~ll_.riil_':~~~_~1~::::::Ifa!~~:i INCO~F9Fi!ATe 1~:~gIMf:F~rL.INe. 7 &0 L6 CAP. WI C/, /;:>,., OUTLINE OF EXI6TING 31 I...IIET .t OUTLET ((..<;:...... COFFEE 8140P 1"Q- \ #-:,/ .......~..::::/ SN ~ ~ ~ ~ ~ 8 ~ l.tJ -110 -- L//') /7(/ --110 __ METAL ~ '/GN '''I .. : 'f: :, . .. ' " 4.. 04 ~ . . '.8 . . . .. I ~;,~~~W~~~! .. ,:: 1:: ,~. ::,~: ~ ..,.........','..~l-t .' , '. , ~;,.>~;.:.~.;~r....~~ ~;c,~ , . J 4' , ,-...~l A Ti""A Llr.....' 'of ~~~:~] u ~!'/l~~;~~ . . · '-, t:C ,)^~....~...",.t'(:,...,.~.r"".'" .,4 ~l. ~1~~f!~@1ij~{t.~~!i~~14~I; " .:~ r " ~. ':4:i~;~:M'~~<:';:'1" ~,~: ::,- · .A' ""4. .,...." , 4" , . 4, . , . .lI . 4'S.,:'" ,"1 . .... :.., ..0..1 . \ 4 " ' . ~., .. 4. I. .. . tI ~ LANDSCAPE G - ;; tlAS AS PAINTEf) W - := WA TEN AS PAINTED T - = TELEPHONE AS PAINTED E - =: ELECTRIC AS PAINTED aH. - =: OVERHEAD LINES G. ~ $ ': ' " -0 -w -T -E - aH. , ' . .. . . '41 . .' "'" " ' 4' ~ . t <II : , ,,' <I , .,.. . ~ ~c ~ ~ ~ ~ ~ ~ ~ EX PARKING (L o z I () d) ~ w ill f-{l ill OC~ lL ~9 lL 3W o illt\J O{lf-6 d)()d)~ OlLd)d> OC - · (fi ~~ I O~ o r: f- ::J Q ~ . TREES a := aUM TREE · 4' .. . ,'.. '''',' ,. . I. ,I I , . :,' : 4: AM c.~ " -- .. .: . .' .. ~ ..,:..... f , , .. ~. " ' ~ v), G '.4 C. L. P. 4 '"" . . , . , ., .4 ' EX PARKING ~ ~ ~ ~ ~ ~ I c.B. 4 ':''' ., 4 . '<I ' · 4 'II fi . 4f' '" ' . : MH. <I .m.~ .. ,.~ .. ... . -4 . .. , . .'M.f/.. PARKING I UrfLJrJE6 FLAN @ 111=1(2)'_(2)" - - N ~ SHEET TITLE: UTU...ITIE6 FILE: 42..UTIL.ITISe DATE: g/4/fZ)8 SHEET A-5 Date Received: \ \ l ~ \ 0'\ d Planner: U> ty\~p~ '5Ob-=\- REVISION: GENERAL SPECIFICATIONS: 1. GENERAl REQ'MTS A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE 2006 IBC WI LOCAL AMENDMENTS, ALl LOCAL CODES AND ORDINANCES AS APPLICABLE. B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION. C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITH CONSTRUCTION. D. CONTRACTOR SHALL CALL THIS OFFICE IF ANY CLARIFICATIONS OF THE PLANS ARE NEEDED, OR IF ACTUAL CONDITIONS SIGNIFICANTlY VARY FROM WHAT IS SHOWN ON PlANS. 2. ALL BOLTS SHALL BE AS FOLLOWS: A. STEEL -to- STEEL CONN. - A325 B. STEEL -to- WOOD CONN. - A307 C. WOOD ..to- WOOD CONN. - A307 D. WOOD ..to- MASONRY CONN. - A307 E. AlL BOLT HOLES SHALL BE DRILLED OR PUNCHED 1/8" LARGER THAN SPECIAED BOLT DIAMETER. 3. WEATHER A NO CONCRETE OR MASONRY IS TO BE PLACED WHEN THE TEMP. IS BELOW 400 FAHRENHEIT UNLESS PROVISIONS ARE MADE TO PROTECT AGAINST FREEZING FOR A PERIOD OF TIME NOT LESS THAN SEVEN DAYS. sUBGAADE CONSTAUOION NOTES: THE EXlSnNG SITE SHALL BE CLEARED AND GRUBBED OF ALL ORGANIC AND/OR UNCONTROLLED RLL MATERIAL PRIOR TO STRUCTURAL FILL IMPOm: EXCAVA7E AS REQ'D. BELOW BOTTOM OF FOOnNG TO FIRM, UNDISTURBED, NOtuJRGANIC MATERIAL ALL FOODNGS CONCRETE SHAll. BE PLACED OVER 6" MINIMUM LAYER OF APPROVED 314- minus CRUSHED ROCK COMPACTED TO 95% MOD/RED PROCTOR OVER APPROVED COMPACTED STRUCTURAL RLL A QUAURED TESnNG REPRESENTAnvE SHALL BE PRESENT DURING STRUCTURAL RLL PLACEMENT TO PERFORM IN-PLACE DENSITY TESTS AND EVALUATE. PROGRESS. GRADE PER CML SHEETS SLOPE AWAY 2% = c:: (O~ .0 :. .... .': ".::.. :.:". .:. ...:. ':. ~'. . ::. .......~.... . . 5:t/?!... .. ....,. .. . ....,. ...:~......... ....:. Z :E 9 C"\I Co 3" CLEAR BOTTOM & SIDES NOTE TO CONTRACTOR: REFERENCE ARCHITECTURAL SHEETS FOR ALL CONSTRUCTION DIMENSIONS G.C. SHALL COORDINATE STRUCTURAL DETAJUNG, SEQUENCING AND SHORING INCIDENTAL TO ERECTION OF THE PRIMARY STRUCTURAL SYSTEMS DEPICTED IN THE DRAWINGS. G.C.IS RESPONSIBLE FOR IMPLEMEN11NG AN ACCEPTED MOISTURE PROTECnON PROGRAM FOR THE ENTIRE STRUCTURE TYPICALLY USED IN THE LOCAnON OF CONSTRUC710N. SPECIAL NOTE: NO GEOTECHNICAL REPORT WAS MADE AVAlLASLE FOR THIS PROJECT. GROUNDWATER ELSVADON IS ASSUMED TO BE BELOW FOOTING LEVEL ALL DAAfPPROORNG, WATERPROOFING, DRAJNAGE COLLEC710N, & DRAINAGE DISCHARGE IS THE RESPONS/SIUTY OF THE CONTRACTOR! OWNEIt STAUOUAAl SPECIAL INSPECTIONS: CONCRETE CONSTRUCTION (1704.4) MASONRY CONSTRUCTION (1704.5) SUBGRADE CONSTRUCTION (1704.7) AlL DRILLED AND EPOXY SET ANCHORS & BARS (1704.13) STATEMENT OF SPECIAL INSPECTION (1705) VERTICAL STEMWALL REINFORCING NOT SHOWN FOR CLARIlY HORZ SHAlL BE PLACE TO THE OUTSIDE OF THE ANCHOR BOLT PROVIDE SID. 900 BEND AT EACH CORNER & LAP 24- MIN. w o ~ f/J ~ o ~ PROVIDE MOISTURE BARRIER PER CODE PER PLAN PROVIDE (2) #4 BARS CONT. (TVP.) ~S2104.1 FOOTING & STEMWALL WI ANCHOR ~ 111 = 1....0.. 1/4"x3''x3"x4" LONG ANGLE WI (3) 1/4"- TEK SCREWS TO RIM, TYP. SAW CUT TOP OF STEM WALL 11/2" DEEP x 6" W1DE (4 LOCATIONS, FIELD LOCATE) TO ALLOWTHE PLACEMENT OF THE UNIT AND HOISTING STRAPS TO BE REMOVED. SOUD GROUT VOID AFTER PLACEMENT WI NON-8HRINK GROUT. FOOTING SCHEDULE: FOOTING TYPE SIZE REINFORCEMENT [FTG.-A] 2'-6"x 2'-6"x12" #5 BARS @ 12" O.C. E/W HOLDOWN ANCHOA SCHEDULE: ANCHOR BOLT TO FOUNDATION [A-f] 5/S"0 A307 INVERTED M.B. (5" EMBD. INTO FOOTING) DESIGN CAITEAIA sUM\IlAAY: ROOF SL: ROOF DL: FLOOR DL: WALL DL: PARTITION WALL DL: FLOOR UVE LOAD: 70psf 20 pst 20 psf 10 psf 10 pst, 60 psf PROVIDE ANCHOR BOLTS ALONG STEMWALLPER PLAN FOR DRILL AND DOWEl ALL-THREAD INTO EXISTING FOOTING USE HIL TI HIT --RE 500 CONCRETE ADHESIVE, CONTACT ENGINEER FOR EMBEDMENT DEPTH REa'MTS. PREPARATION AND INSTALLATION PER MANUFACTURER REO'MTS. PROVIDE SPECiAl I NSPECTfON PRIOR TO INSTALLATION. SEISMIC DESIGN CATEGORY: D SOIL SITE CLASS D: Ss = 0.9669 S, = 0.4189 SM = 0.717 SD1 = 0.486 BASE SHEAR: 6.9k (Cs : 0.478) (R: 1.5) 26'-0" WIND = 100 mph, Exp. C (or 25 pst) Kilt = 1.25 Kd = 0.85 G = 0.85 GCpI = +0.18 7'-0" 6'..a" FOUNDATION NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE TO THE 2006 JBC WI lOCAL AMENDMENTS, ALL LOCAL CODES AND ORDINANCES AS APPLICABLE. 2. GC SHALl VERIFY ALL DIMENSIONS AND ANCHOR BOLT LAYOUTS PRIOR TO CONSTRUCTION. 3. ALL STRUCTURAL CONCRETE SHALL BE fc:: 3500 psi @ 28 DAYS, 4" SLUMP. PROVIDE 4% AIR ENTRAINMENT FOR ALL INTERIOR CLIMATE CONTROLLED CONCRETE AND 6% AIR ENTRAINMENT FOR ALL CONCRETE EXPOSED TO THE EXTERIOR. DESIGN VALUE USED: 2500 psi, THEREFOR NO SPECIAL INSPECTION OF CONCRETE MIX REQID. 4. ALL CONCRETE SHALL BE CURED PER CURRENT ACI318 STANDARDS. 5. ALL REBAR SHALL BE ASTM A615 GRADE 60 U.N.O. LAP ALL BARS 48 DIAMETERS. 6. ALL TIE WIRE SHALL BE Min. #16 ANNEAlED STEEL. ;- ;- ~ ..,- II II II II II II II II II II II II II II II II II II Fj c-, ..... 1'-4" II II II II II II II II II I II II II II II II II II II I I ;- I ''It -~ Co 7. ALL REINFORCING STEEL SHALL BE TIED 100% ALONG ALL PERIMETER EDGES AND 500k FIELD. S. ALL ANCHOR BOLTS SHALL BE A307 PER ASTM DESIGNATION U.N.O.. 9. GC SHAlL COORDINATE AlL FOUNDATION PENETRATIONS WITH PLUMBING, ELECTRICAL AND MECHANICAL REQUIREMENTS. 10.CONCRETE TO BE PLACED ON 6" OF 3/4" MINUS CRUSHED ROCK COMPACTED TO 95% MODIFIED PROCTOR OVER FIRM, NON..QRGANIC,NON~EXPANSIVE NATIVE MATERIAL OR APPROVED STRUCTURAl FILL. 11. NO GEOTECH REPORT WAS MADE AVAJLAB~ ASSUMED ALLOWABLE SOIL BEARING = 1200 psf G.C. MUSTVERlFY SOIL BEARING CONDITIONS PRIOR TO FOUNDAnON CONSTRUCTION. (0) _I (W') ,. "'" L__.J [FTG.-A] FOUNDATION PLAN e @J e 8" eMU ENTIRE PERIMETER 1/4" = 1'-0" I I I I I I I ____________--1 :: c: <.o~ GRADE PER CIVIL SHEETS SLOPE AWAY 2% = c: (0- ~ w o ~ CD ~ o ~ C"\I PROVIDE 6" LEG ON ALL VERTICAL BARS AS SHOWN (ALTERNATE SIDES) 41/2" 51/2" . ~. ..:..:..... .~':'.::: ./:. :'. ...... '.: :. :: . .... . .ANi::H~:ij .e.c?l i P.ER~CAN:~.: . '.:~. ...: ::< < .:.. > :: '~:.3'-;' :... .:. ........ ...: 518- x12 J.BOLT PER PlAN EMBED 9- MIN STEMWALL REINFORCING: (2) #4. HORIZONTAL (TOPIBOT.) #4 @48- D.C, VERTICAL VERlICAL STEMWALL REINFORCING NOT SHOWN FOR CLARITY HORZ. SHAlL ae PLACE TO lHE OUTSIDE OF THE ANCHOR BOLT PROVIDE SID. 9Do BEND AT EACH CORNER & LAP 24- MIN. z :E 9 C"\I z ~ 5' N ,. : . '. ,. z :3 a.. ~ w 0.. :: CIO PROVIDE 4"0 PERFORATED DRAIN PIPE ENTIRE PERIMETER. DISCHARGE TO DAYUGHT. WRAP WI NON-WOVEN GEOTEXTllE FILTER FABRIC & DRAIN ROCK PER PlAN 3" CLEAR BOTTOM & SIDES PER PlAN ~ ~~;._~OOTING & STEMWALL WI ANCHOR ~ ~~~t~OOTING & STEMWALL DOME TOP, TYP. 9 N #3 STD. HOOP BARS SPACED S" CENTERED ABOUT STEEL BOLlARD TYP. CONCRETE FILLED 6''0 SCH. 40 STEEL PIPE BOLLARD W'JI SLEEVE PER ARCHITECT} TYP. FINNISH FLOOR OR GRADE PER CIVIL DRAWINGS. (4) #4 VERT. BARS SPACED is'' EM! CENTERED ABOUT STEEL BOLLARD , TYP. : "" ,,'. _."'. :-, .... .:.., ........ ""1. ..,..':..>::':: FTG. STEEL TO BE LOCATED "1 '~?,~~} ~~.:g~?~~::~~~~~'~ ?;: ~ <! .3~t CLEAR BOTTOM & SIDES .' 24" I2J TYP. BOLLARD DETAIL 112" = 1'-0" HOLDOWN TO FRAME [HD-1] HDU2-SDS2.5 WELDED STUDS 5/8"0 A307 w ~ en ~ o Co I N Date Recelved:~ d Pmnmr. Lb .~~ . \0 ~~ (541) 488 8200 545 A Street Ashland I OR 97520 Vl ")UI r-.. a:: m II I <.!> r-.. 0 ~ 0<lX; o za:".l ........ 0 0- -' ..~ o -la;:::- Vl e. '1. a:11'i a: \IJ e ~ C> a:: \IJ::). o a: z.,g I! U mt :I:'^ ..., - c~ c:;.. E ".l \1J 11'\ 00- o v=~ Z Z3:; - q.e CD III N \IJ~ c: o C) ~ o c: o -- ......, CO -0 ... c: · -C :J OOQ)~ Oi.i=O) '" C) c: u.. c:-- m -- -0 L. ::: :c 0..::J Ooo~ 1-""';0> ::>OOm o c:.g -- .0 rom ~lt ~~ ~a.. N v FOUNDA liON PLAN FOUNDA liON DEI AIL ~ SCALE: AS SHOWN 1/8/09 G-0181-09 81.1 ..,..------ ...-- ~~ ~ ~ ~ ~ V:l ~ ~ ~ ~ ~ ~, I ~Ut (2) CHAMA5CYFAF<l5 GOLD T..n:~eAD BRANCH ~,,, .. '.' 4, , ' \ , .. '~4 . " If S . . 't . . : 44, " ,,'1' '. :.: ,. , t .. t ..' .. .4 .. . '4 . .' "'. '" .. 4" , . , . , . . ,,' ..., .." ~ , , .. $" . . ; t.: .. A f" t , , .. 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'." ft' 't ~ I" <f .. . , '4 .tA. : ,4 .: .~ .a', ..:, ' .......-"".....,....-....., ---- (I) C~AMAECYFARIS _.___.._-.----------.----- "'",.-_"_..._.__..-..--..,..----.~---.--.-~--- .._~_......,- </86 ----.-__.~.____,_..,_..._.__ GOLD THREAD 6RAN9i---"---'-'-- -.----.-..--.--.--~..__..--..----.------.-~..-.-.------.-CONCBETE....Ql.ljiE1_. __--(1'}(;OTONEA5TER FRANCHETTI C 8. ~.~- ~."..,..-- ~,___.--------- (1) WILLOW .........~... MAIN STREET (HICHffAY (2) Rf..IODODENDREN VULCAN (2) CHAMAECYPARIS GOLD THREAD BRANCH " 0 . ,(I 0'" It. " . 4-, (I) RHODI5 5P. ..-...~'- , . : 4 "f ,. . 1 26) 'a , . f . . ..... 1'. ,- '., ' :. .. (2) CHAMAECYFARI5 GOLD TH~AD BRANCH . -.', .. '4... l' . .a, . . .6".. *-4-' ..",:.' ~ f . ", . . t ..,. It..d It . _....., t t. ';II #If " . 4, ,4 l' 41', "4 ' . '4' '. .0., '., .~, '. 4" 4. 4 ,:," o' o . '-. "'--;';'"'--~ . 0 ' ....."..~ ...'..-~l'~--:-r;-. ~' ~4 , '. 4 . ., .' '4' -4 4,' .....~_~ . -J'~/---~ - .. '" f' " 4~,.. '.4 t. " . t 41" .." , ."" , 4... ;A:'~""'''_.:'''''''''''~ f(/ t ,,.' -. ' , ':'" ", ,41 :',' .. . ..t of....,'," .. ~ ,.~".......lf1,. -. 0' t ..' .4' .. .. "4. . ..." 'it . (f" ,,ud ,.4" '. '. .. .tfi'. . . ~ . - . - . ---- . - . ...-.- . ..-.._..-.~.... +CQ (4) CHAMAECYPARI5 '" GOLD THREAD BRANCH ~ (I) WIL.L.OW (REMOVE) ~ c-~~~~~~~VEF?6I'<EEN ~ (2) WI5TERIA (REMO~~?)Y .._.__.~-~.__._.._____..~_./ ~ ~ 8 ~ G ~ ~ ~ (2) RHODIE SF, (1) ROSY GLOW eARSe~Y ~ / ~, (1) PINe (~) COMMON 6OXWOOD (6) COMMON 60XWOOD (3) RO&Y GLOW BARBERRY (':J) ~~t~A NrAFURPtJ~CA ( \ ........,_._ ,/.i -"'-"'-__Jo_ (2) BOXWOOD (REMOve) (S> WINE D5LIGd-n DAY L.ILL.U:& (11) WINE: DELIGHT DAY L..1L.1..IES (':J) ROSY GLOW 6A~ERRY I .f EX. LANDSCAPE ')/ . \ . I (I) J..IE6E (REMOVE> (2) HESE BUxIF01..IA (3) NANDIHA NANAPURFU~ r-- /'J -- I . ", .. ',.. .. f "." to .~: "4' "'..._ ..." . . 4"f f ~ . ~ .".~ '.", .e."\ '. ~,,'.~'" .. .. ., , I. ... .. ts.4 ~ EX. PARKING AM C L. P. 1: S. B. / ~ tx EX. PARKING ~ AN. I . !\J ('j I I ~V. i\ · " I 1: s.a. . I . I . I A"c.o. ~I . I . I . ", ' I '. It I c.B. I I I I <? PARKING 9 / I ~ ,).) """'.1 ) o LANDSCAFE FLAN ~ lJ1:1e>1-e>1I " . '" ":.', " . ~ : , .... .... .... · Ai of." 8 EXISTING Pl.ANT MATE~IAL. ,..-" \1 X I' eXI6TING FLANT MATE~IAL TO eE MOVED OR ~eFL.ANTeD ,_/ (:) NEW Pl.ANT MATE~IA1. 8 T~PL.ANTED Pl.ANT MATE~IA1. ./'--- / .I // ,/ / / ,,/ ,,/ / ",// /' ,/ /" / J ,/ /~ / j IRRIGATION NOTES <'0 t:v-- L The desIgn of the proposed irrigatIon e~stem sha II provIde irrIgation sufficient for the health and survIval of the tree and plant species specified in the Landscape Flan. Planting deSIgn ueed plante with similar tolerance for drought once eetabllehecL 2~ frrfg8tion s~stem to be automatic electric solenoid controlled underground sprinkler e~etem wIth pvc pIpe and fIttIngs, backflow prevention devIce, automatIc controller (lrrltrol, RainbIrd or approved), electric remote control valvee wIth pop up epra8 sprinklers (Rainbird or approved). 3. Locate all valvee in underground valve box. 4. Contractor to provide and Install 5chedule 4~ irrigation sleeves under hardscape to allow access to plant bede for irrigation. Extend sleeves 411 be~ond paving. Cover open ends wIth duct tape and place wooden stakes at face of walke and curbs where sleeve ends are located. S. Verrf~ statIc water pressure and inform owner If pressure and flow are ineufficient for properl~ functIoning irrigatIon e~stem. ~_ Operate irrIgatIon e~etem during non-peak domestic uee hours. 1. Ineta II lrr{9atron heads a minimum of ~1I from buIldings and wa lie. Ineta II heads wIthin ,3" of paving and curbs. 8. Frovide complete (head to head) coverage of all plant beds with irrIgation la~out. Zone valvee to be Ralnbird FEf3 series or approved. s. Size irrigatIon pipe according to pipe size chart. I~. FrIar to installatIon, Owner to approve location for automatic controller. FIFE SIZE C~ART Fev CLA55 2e;e; loF PLASTIC PIPE GFM 51ZE 1-1~ 3/40 11-1~ 111 1'-2~ 1 1/4" 21-.3& 1 1/2 u .3~ -55 211 . (.) Z - .... Z 0 - ~ ~ 0 ~ <-' 0) - IX: z IX: 0 (!) U') - w (V') - o2S a: ~ ...... 0 I "=t LLI .. "=t W ..J a.. z ...... & <C w T'" (!) "=t () :> L() (J) (/) w w 0 z Z U') 0 ..q J: ~ ~ a.. x (/) 0 - OJ ~ 0 ~ 0.: LLI J: (.) (/) (L o I Z o d) ~ w ill f--fl ill (i 0, 11- <[Q 11- 3irl o WiI o f--~ d)~d)f OILd)d> (i - . III ~:o I O~ o L t- ::J Q <[ - - N 'I"" SHEET TITLE: L.ANDSCAPE FI LE: DATE: 1/9/fDca SHEET L = 1 REVISION: