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Home My WebLink AboutLUA-07-077_Large Format------------------ CHAIN LINK FENCE Vv Y'!OOD SLATS~ CHAIN-LINK GATE Y'!/ V'lOOD SLATS _ _,, w I ,--------] I I I I I I I I RECYCLE BINS : DUMPSTER : I I I I I I I I L ________ _J ------,------- ' ~ ~ 1 I I I0'-0 11 jf lB 1r11ill[Ut 'l 11ijfj} 15'-0" : "">--.. i"{OOD SLATS Y'!ITHIN CHAIN-LINK GATE "- "- ~ "- "- "- > ~I / / / I / / / '° I CANE BOLT r i"{OOD SLATS l"{ITHIN CHAIN-LINK FENCE----- 151-01 @) !~~.SH ENCLOSURE @ 13 19 81'-b" ROYI <§:> I-w I w a: I- CJ) <§:> I I- I"-. ~ CJ) 13 . I • • . • • t .. I . 15' 8 "' r--. I I w ' "' 0 0 -"' 00 en I I I • ') 81 5' z r> g . · .. <l]>----' 25'-0" 11'-IO" i ··, I I I I I I I I I I 7 . . . . • • .1· .. I .. I ~ I L I -- i tt-::cc4-ll~~=-- ' ! I . ! ::::::::: .::::::::::· ::::·:::·: ::<1§>:'H1 n--« 1 , ,,..__ __,.,, ___ so1·21'1o·w 115.02· 12 8 ~Ile. 0 · 20'-0' i I N 0 - I I ------------- vv -------------- ----------I ' -------~---=-----------------\ -----\ ,, -............,, \ /:: =--li=-fNf...,1£ ::i:t"¥1,,=--,--------------=-----~ ------__ i __ ---- ----------I-' -J . --~-\\ > / /I ! : ,........___ • A.5 I . ' D D 22 C ~~~···:·:;;::;/;-.····· 0 ~~ I ~ INGRESS/EGRESS & PARKING ESMT. / C OVER AND ACROSS PARCEL B ONLY~ REC. ND. 8610240377 & 8705061297. Is ' ' ® 10'-0' --+---+ L __ _J N00'49'33"E 465.42' ( 464.54' DEED) --'-. \ ·-\ '.\) '-., ' c::-, '"--•• \ C C ----~·--",-- -,• UCl'JCnAL l'JV I Cu· 1. SEE CIVIL DRAWINGS FOR EASEMENT LOCATIONS KEY NOTES= 0 CONT. PERIMETER FOOTING DRAIN, TIGHT LINE PER CIVIL. 0 CHAIN LINK TRASH ENCLOSURE & GATE W/ PRIVACY SLATS. SEE DTL 2/A1.1 0 PTO. CONC. BOLLARDS, TYP. PER DETAIL 13/A8.1 0 CONCRETE SIDEWALK W/ BROOM FINISH & 5' O.C. SCORING PATIERN MAX. 1 :20 SLOPE & MAX. 1 :48 CROSS SLOPE. <v ACCESSIBLE EXIT PER IBC SECTION 1105.1 <y ADA ACCESSIBLE STALL W/ WHEELCHAIR SYMBOL, ACCESS AISLE & SIGNAGE. SEE ADA 1 & DTL 15 / A8.1 0 CONC. AISLE W/ BROOM FINISH & 5' O.C. SCORING PATIERN FLUSH W/ ASPHALT PAVING. 8 NEW EXTRUDED CURB, TYP. 9 LANDSCAPING WHEEL STOP PER DTL 14/AB.1 EXISITNG SITE LIGHTING 5' WIDE STRIPED ACCESSIBLE WALK, MAX. 1 :20 SLOPE & MAX. 1 :48 CROSS SLOPE 13 EXIST SIDEWALK & CURB 14 PTD. DIRECTIONAL ARROWS, TYP. 15 EXIST STREET TREE PER LANDSCAPE PLAN 16 EXIST PARKING TO REMAIN SHOWN SHADED 17 AT-GRADE LOADING 18 EXIST DETENTION VAULT BELOW ASPHALT 19 EXIST DRIVEWAY & CURB CUT TO REMAIN 20 NEW 8' LONG x 5' HIGH CONC. MONUMENT SIGN UNDER SEP. PERMIT <Q}) NEW TRANSFORMER ON CONC. PAD %> NEW 6' CHAIN LINK FENCE UNDER SEPARATE PERMIT I/~ u f, Lt.., ;.,_... l,U/),./7( ~ 077 ,jb(;l,,w h LG f' yvl V q-v-"-c.,_ "·,t ! }'L V\ y<-,l ., ----·---- ' HARPER ENGINEERING C architects Terrn1n21l Sa.les 8uilclin0 ! S.-1? First A•Jcnuc St.lite 408 )Cdttic, \J./f'I 9810 ! ?~6,?.?0, /GO 1 phone 2C6.720.2.'J4fJ f21x www. crafta rch itects .com C, z -a: z w tu ~ w w 0 z a: z ~ --I C, Cf) .s:::. z -~ ....... w 3: z a: Cl) ~ w 0 ....... z a.. ....... w a: a: <( I CONSULTANT ISSUE 8/14/07 BUILDING PERMIT fil9/28/07 PERMIT RESUBMITTAL ffill/2/07 CITY COMMENTS Revisions: Sheet Title: ARCHITECTURAL SITE PLAN _D_ot_e: ______ 7/._19/07 Design: JH Drown: MLR Project No: 941.00 1\pproved: KMC Original drawing is 24" x 35". Scale eniities occardingly if reduced I ·. * CD ~2~CHITECT~RAL SITE PLAN CIT'(OFR_E:NTON RECE!Vl:D A1.1 Sheet No: NOV O 7 2007 ' BUJLOJNGOIV/SION ~; 11/2/07 9LI --Al 1 ® KING COUNTY DEPARTMENT of ASSESSMENTS "' --------------- ' ""~'' ·- >J1,.,1, - ( .L . "-,. I ,ibl 0 ""''I '·"" -~,-'::,.'<,!..,:.\'·!!.'. -_g•_ - ' ' ~" '""'~" "'' ' ,, "'"' u '" ~ M .,~_,,, ~ ""'"' ·-----"""' ., .. .! ' •, ' ., ·."f ~- ,,• •' l ~ r '"" "' ' 1.1 !E/1:0~ (" ~ ~ '"''' ---+---' ,} "'"'' :~-w., W4liii ,,. ' " , ... - \ ' \ \ . ', ,, \ ' '""'' \ \ \ ' '· - ' "\ \ \ \} ·, \ \ ,, ,I ', 1', I 'I \ I'. I ' I ' \ \ c<:; ' I \ ,), \ I ' '' \, \ \ . i ·~·-1~:~·0r\}~ '" ~ '· \l r I \ ·-· -· - !J<~h J -"'/' 0 """"' . I I I CC.'<ffiOl. IJAJOJ< cu.vmo~ WNOO -f~W,t,t = ru-,wre<...N Pl\l\CE~ ot11aJ<,1;1,lM11CU E.N.cl.:WT •JJw/, i::::·--· r:'.::"~"'..l ••• - ,SU~\l~Y,liw\l liYOll'!I CIJYOOl.,li:lAffl .......... .i,,. ... d.,., l'laned I.IJ)>rijO';n<h,y ..... ___ _ ·--____ ,_ . i WA,ING/ N! I \ TECHNICAL CENTER ;; -.. \l l' '\' \; wm~J;.1/;~n .•• ;j,.9'."" •. ,.,.,,... __ !Jf_~·----------- . \. \ _,. . -·-_ .... , ... uw::ra ' ' ' • ' ' --- '"'"" ,~ .. ,~ 916600 _ ' WASHINGTON TECHNICAL CENTER \ I .,,y,,. . \~ > " 1'!. \ \ ,, ., '• ,, ' ' ' ' Wll (, -· -· - =· ... - ' ! , , ' , ' ' , , .. -~ ,, • ~ . .,4 .u t!i J,,. t1U1ut1• ! r--·---•u·.,.,.1 ;.;···-· I: r1 .. I "" U< - , ......... " t!>tU / Hl·H ',, ..•. ,,. -~-- ' ' i I I ~ ·l r l' ~, ;j' ii r r i "t, I I I I i I . I I I I " + :::,t. l.:S-L..:5-U4 KC 1932 s~ale 1: 1200 11~ = 100'l Febnrn,y 15, 2006 . c;,•- -----------~~...':"-____ _ ' ' ' ' --==-'------- ' ', • '"' :SSMENTS " ·~ 01!1430 A~JAMONT~ '~ -,,._ s (/) /. ~1 IT I F. . ' ......... i • • w• -· - ' . .. • - cmrnioLMAJOA COIITRO>. Mlli(;f< HlG!-ffQ~WAY M ..... ,· / .. ~. SH•JHT "LAT ,;,e.JG!>IAL PAACR EA:l~M~UI t\::::;'.":-J 0:.,g-m "~"" 5'JR'/F'ILSPN. ><"1Dao lll'f60U><J:Wl't """' a,u•d"y ••,u,~ ,.,,,,, """'«l"Y J]'.}!}2& Inv= ex;E ,:.onoo ·~ ........ ~.~ fa'.~ ( ;;' / \/ ,,,.,·"' ' + SW 18-23-05 KC69 Scsle 1:1200 W ~ 100') September 18, 2006 NEIGHBORHOOD DETAIL MAP SCALE: ,, .. "'': ... ~ \ \ \ > / ··\. \_\ ··.\ \,_ •,, \\ 1 ~-/ " ' ' ' --200' --+-..:.,... ___ _ ) \ ' ' • \ _,,,.. x_.... ··-·\ fl"Ji• it l~o~l,:~-,·i \ ------,,)'\,_,,, '" ,.,.,, . .,. '"""' $. Ud/-l OT '" ii,~111 ----d''"O"C,.~---. '"-H,•,> Mell. • -___ .,,._ S, • ,. ••••••••• ':!!~-~.·. ---.1\\' •• Ql!JJi!'.'l! •.••• ·-··•~r,J.t~ W. •••• ·----·------···--/!!'J-'<' •. ' IL'-.ISP LU.'\·04-027-SfJPl g 20040 50.J 9{JQ\lQ.2 , .... ,.,., ''"' lOf It ~ ~: i 'I! ,,,.,,.,,, ~u, '"'"" ~I!" = ......... _ .. _________ lJ ... ... '"'" ~ -,,.,, • .-,:;:_ -'-''ill ,_;, . ( .i,, '"" --' "' _, ' I i <f'IIS,,<,S7,a> an,:,~3•0011 •<·H• -fr,· ]Ill.);] ,, " JUL ,, I I I,! 200; l.1 I r I I I I j· +21'-0" ~ T.0. PANEL ~+24'·6" T.0. PANEL PAINT LEGEND D PNT • 1: ESSENTIAL GRAY (SW6002) PNT • 2: LEISURE BLUE (SW 6515) PNT • 3: CUSTOM (TBD) -PNT · 4: DOWNING SLATE (SW2819) 0 46'·0' 0 54'-B" 0 0 0,10'·0' ® -----------./ 54'-B" 54'-B' -/------------------------./ ® ;,~~T ELEVATION 0 B5'-~ 0 /--------·----------------------------~./ 42'·6' 42'·6' 85'·0" ,,__ _________________ __:_:____:___ _______ ----------./ 42'·6' ~+20'·0' T.O.PANEL © C architects 42'·6' 0 54'-B" +0'·0" ~ FIN. FLOOR CD ~?a.RTH ELEV A TION 54'-B" 210'-0" 0 ARCHITECTURAL SITE PLAN HARPER ENGINEERING -RENTON 1/8"=1'-0" 1/18/01 ® 54'-B" ' ' il \ I I \ ' ' I ' I i ' j 1 I : I \ @ ~~.~TH ELEVATION 0 46'·0' +20'·0" T.O. PANEL +01-011 FIN. FLOOR +21'·0" ~ T.O. PANEL +24'·6" ~ T.O. PANEL +01,-011 ~ FIN. FLOOR +21'·0" ~ T.O. PANEL +24'·6" ~ T.O. PANEL +12'-0" 2ND FLOOR ~ +O'·O' FIN. FLOOR ~ '! 'I~ ' \ .~ 'iI ,~:\ , 't jl C architects ARCHITECTURAL SITE PLAN HARPER ENGINEERING RENTON 1"=20' l/lB/01 \ ' •• ' }.;· ,. \ 'i' +21'·0" T.O. PANEL 'i' +24'-b" T.O. PANEL 46'../J" © 46'·0" +20'..()" ~ T.O. PANEL 16 KEY NOTES METAL CAP FlASHING W/ FACTORY PAINT FINISH 2 REVEAL TYP., SEE DTLS 2 & 3 ON SHEET A8.1 3 PREFIN. "SHOEBOX'' WALL MOUNTED LIGHTING @ OFFICE (p EXTERIOR "WALL PACK" WALL MOUNTED LIGHTING, TYP. q) SCUPPER AND DOWNSPOUT PER DTL 7, 8 & 12/AB.1 ~ CLEAR ANODIZED ALUM WINDOW SYSTEM ® <i}> ® 54'·8" (i) CLEAR ANODIZED ALUM STOREFRONT SYSTEM <t> PAINTED STEEL ENTRY CANOPY W/ ADJUSTABLE TIERODS & DOWNLIGHTS 9 SECTIONAL OVERHEAD DRIVE-IN DOOR HM MANDOOR W/ STEEL FRAME, TYP PAINTED TILT-UP CONG. PANEL, TYP. PANEL JOINT, TYP. 13 PAINTED TILT-UP CONG. PANEL W/ CORRUGATED FORMLINER 54'·8' 210'·0" 5 2 14 4' -o" x IO' -0" MTL WALL MOUNTED CANOPY 15 PREFAB MTL CORNICE W/ FACTORY PAINT FINISH 16 TRASH ENCLOSURE 17 PROPOSED ROOFTOP HVAC UNIT LOCATION, SCREEMED BY FRONT BUILDING FACADE 0,10'·0" 5 1) cp 54'·8" 54'·8" GENERAL NOTES 1. GLAZING TYPE IG TYP., U.O.N. 2. * INDICATES TIG TEMPERED INSULATED GLAZING TIP. 3. ALL GLAZING SHALL BE CERTIFIED & LABELED 42'·6" W/ITS MAX U-FACTOR OF 0.90 & SOLAR HEAT GAIN CO-EFFICIENT OF 1.0 BY AN INDEPENDANT AGENCY LICENSED BY THE NFRC. 42'-b' 0 11 4 14 85'../J© I -- PAINT LEGEND D PNT-1: C[] PNT -2: • PNT-3: -PNT-4: * TEMPERED INSULATED GLAZING 8 42'·6" G) ~~RTH ELEVA Tl; 46'-0" 1 ,r ' ® ;=~~T ELEV A TION 4 cp A4.2 ' i 42'-b' / ® ~~' 7TH STREET4 cspuTH) ELEVATION 0 A4.2 0 54'·8" 15 [ill I II II I ·------~- 10 ,---------------+--------~-)' @! 1 ~.ST ELEVATION +0'..()" FIN. FLOOR +20'-0" ~ T.O. PANEL +0'-0" ~ ---·--- FIN. FLOOR +21'·0" ~ T.O. PANEL +24'-b" ~ T.O. PANEL +0'·0" FIN. FLOOR +21'../J' ~ +12'·0' 2NDFLOOR ~ +O'·O' FIN. FLOOR J\J\ HARPER ENGINEERING C architects lerm1nc1I SnlP, 8u11r1inq 19.3/ f-1r1t Avrnur Suite '108 Se,.1ttle. WA '1810 I 20/,. 720. 700 I pt,one 206. 720.2949 f.1x wvvw.c raft arch i tee ts.com CJ 1H z -a: ~ z w ~ w 0 z z -:.f: --::c CJ f' Cl) ,<( z 3 ;;: w mz a: ~ C w " z a... w I' a: a: <{ I CONSULTANT ISSUE REGISTERtD ARCHITECT Revisions: Sheet Title: ELEVATIONS Dale: 11 /05/06 Design: KMC Drown: MLR Project No: 941.00 Approved: KMC Original drawing is 24" x 36". Scale entities accordingly if reduced Sheet No: A4.1 2/22/~7 T ~ = C) -· d;) 0 I 29'-0" 29'-0" I 1' 19'-0" 10'-~:: 19'-0" © , , ,·-o 54'-8" 19'-0" 1'-2" , KEY NOTES= 1 TILT-UP PANEL, TYP 2 STEEL COLUMN PER STRUCTURAL 3 CONCRETE SLAB PER STRUCTURAL 4 CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM, TYP. PER SCHEDULE ON A3. 1 SEE EXT. ELEV FOR TEMPERED GLASS <'.y CLEAR ANODIZED ALUMINUM WINDOW SYSTEM, TYP. PER DTL 1,2,3/N3.2 W ADA ACCESSIBLE EXIT WITH CONCRETE SIDEWALK; BROOM FINISH. MAX. SLOPE 1 :20 & MAX. CROSS SLOPE OF 1 :48. <J) SECTIONAL O /H DRIVE -IN DOOR, TYP. 0 ' 210'-0" i , ,, Gf'-4" 10'-0" 54'-8" 10'-0" , HM MAN-DOOR W/ STL FRAME AS PER SCHEDULE ON SHT A3. 1 <@> FULL HEIGHT PARTITION, TYP., SEE WALL TYPES ON A3. 1 3' RELITE 2' SIDELITE CONCRETE INTERIOR TILT-UP PANEL o CONC. FILLED PIPE BOLLARD TYP. PER 13/AB.1 cp I GENERAL NOTES: 1. ALL WALLS TO BE TILT-UP CONG PANEL, U.O.N. 2. REFER TO A3.2 FOR ALL INTERIOR PARTITION TYPES 3. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY ELEC DESIGN/BUILD TO MEET WSEC 1513 4. ELECTRICAL DESIGN BUILD TO MEET WSEC 1513 5. DOOR SYMBOL KEY: FOR SCHEDULE 54'-8" I 19'-0" LEGEND= IEXITI ILLUMINATED EXIT SIGN W/ EMERGENCY POWER TO MEET IBC SECTION 1011 ~ ILLUMINATED DIRECTIONAL EXIT SIGN ~ W/ EMERGENCY POWER TO MEET IBC SECTION 1011 MOUNTED AT 8'-0' A.F.F. ON CONCRETE TILT-UP WALL FD FLOOR DRAIN © 1'-2" ! ~ rel /.0... 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L---~ 12'-4" : '. 1-dJ = COMPUTERS D ~~::-~; '"/1 · " I 1 1 C) IQS~', ·---'-.; ~ t5 : C) AS.I ~~::. L ___ --.JU.I --'- ~ -F ll-----~ --~~ ~ r~~: . ~ IGJ'-10" >® 11'-9" ,, ' I , ' r-,·--·--~ L, ,_; "-'•'-" o -... ,5;.o~'\ =.~=cb¥----,I, 1 fil 1111 II C) .~ V ti ______ "'! ~=,t"---"'---" 10 I ALl6N 1 ~ L'U ~ q r--, ~ i ~ C> I (() = I ~ I I ViAITIN6 I ~ 0 I t.!=J 101 r-.... ---... --. -----.. . ----. . w _____ ..., w~ 1 i ,~ ~ 9 11 := : ®· · * '/i' w ~ = n) ; :: ~~l18~] . =~f~tf\, I ~ A55EM6LY/ MANUFACTURING 191 rni ~. ~-J 2 . ~C:.. \.6.1[ 's!Jj ~DUCT. Q 11 °t L __ J 8 ~. (() q=i ~-----9-;---lli-. L -_ _L - m ' ' m I I 1 1 = C) I = -!:::! C) MANUFACTURING T --140 '..--- 9 ' 'v I~ 1: ~F.PTJ [I 1 \ :,;lo©: )© \ IOb / : ~I +---'1.---!---c+/,Q _< -__ ll ,[! 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St,g~ 12 'i I • I lJJ -a;;~ 190 "..:/1 '<I" 111 a o I ' 12 .' 0 OFFICE -'f O , . ~:-· 114 r --.AS.1 · 1~· =t===t=·~~ll~1 @'1 qJ f L--~ ' i ' I I = I 9 I U) ' I i, 116 , 1 LUNCH lJJ @ ..L ROOM 12 AA~ lr1)RvHA5ER'5 ~ 119 PRESIDENT 12 ~ t I OFFICE =:=i 116 [I}-m 115 _:_JJ • -I 14'-8" 4'-6" ! 12'-4" 13'-4" 2'-1" LJ ~ § I _/ l -0· -b'-0" GJ'-0" I T 9'-4"9 1-011 ' ' I I l = i !:::! 1 tr ' I l C) ' l I l l l I 1 l V \> I 11 t- l . l DEEJURRING ill-. 149 ' LJ 1 l 10'-2" I 9'-4"9'-0" l I J I = 9 I d;) ' . . -·----. !§/ = ~ '<I" I t-. ' I -ct ~.,~~T FLOOR PLAN I ' ·- = ·····-·--0 Ju l ') ,, "'·,, L-l ..J t, ,-, HARPER ENGINEERING C architects rer.~1nr1I S.1IP"i Buil<11nq 193) 1-irst Avc·nuc Suitf:' '108 Se;-1ttle, WA 98 IO I 20!,.720.700i phone 201, 720.2949 f,1X www.craftarchitects.com c., z -a: w tu ~~ C, .s::. z F::: w 3: -CJ) z a: w a.. a: <( I 0~ I:::: w cc CONSULTANT ISSUE REGISTERED · '052 \ -, ~ ARCHITECT 1 ~~~-·,: KATHRYN r, , -·r ' STATE OF Vir1:.,, :,:,,_; 1 Oi Revisions: Sheet Title: FIRST FLOOR PLAN Date: 11/05/06 Design: JH Drawn: MLR Project No: 941.00 Approved: KMC Original drawing is 24' x 36". Scole entities accordingly if reduced Sheel No: A2.1 I' /Cl6/:J~, KEY NOTES: TILT-UP PANEL, TYP 2 STEEL COLUMN PER STRUCTURAL 3 CONCRETE SLAB PER STRUCTURAL 4 CLEAR ANODIZED ALUMINUM WINDOW SYSTEM, TYP. PER DTL 1,2,3/ A8 2 ~ PANEL JOINT, TYP. PER 1/AB.1 <(y FULL HEIGHT PARTITION, TYP., SEE WALL TYPES ON A3.2 <}) 8 7 1' SIDELITE <y 48" X 96" FIXED SKYLIGHT, TYP. GENERAL NOTES: 1. ALL WALLS TO BE TILT-UP CONC PANEL, U.O.N. 2. DOOR SYMBOL KEY 0 SEE A3.1 FOR SCHEDULE 3. EACH ROOM SHALL HAVE SEPARATE SWITCHING BY ELEC DESIGN/BUILD TO MEET WSEC 1513 4. ELECTRICAL DESIGN BUILD TO MEET WSEC 1513 LEGEND: jEXITj ILLUMINATED EXIT SIGN W/ EMERGENCY POWER TO MEET IBC SECTION 1011 jEXlrj ILLUMINATED DIRECTIONAL EXIT SIGN W/ EMERGENCY POWER TO MEET IBC SECTION 1011 MOUNTED AT 8'-~' A.F.F. ON CONCRETE TILT-UP WALL cp ---------------~T~ __________________ G_c~210~·-~o"'___ ______________ ~:+o":__ ________________ ~(p ________ .:..:c_::.__ ________ -+ ___________ _:;5":'_4'::c_-Bi__" -----------,, 54'-°'" I ', S'-b' -·--------'n () I 'st-C ,- ..,- I u- I ' l ' I ' . () I 'st- ..,- I i ..,- ' . I ~ () -r I r-- C) c;> f--I---------n+-f--- ,1) N = <l:l 9 I 'st-..,- N u- I ..,- IS'-0" ., (4) 5'-2" ., ~l-r ~ I " DJ--- FUTURE OFFICE 201 4b'-O" 10'-1" 45'-0" FUTURE OFFICE 204 . I IS'-0" 0 21'-2" ARCHIVE RECORDS 20~ , OPEN TO BELOV1 -H}J ! ~1,1 4'-0" - 1 () ' in - ~- ~- - -·-- ' 5TAlij >---20S co, 8' [J[ ' () I ..,- N HI] () ' L() = () I rn ---------- ---------,----,--------------'"'--------------,,i'-''------------___.:'.5~4'::c_-B;,__" ___________ ----}I· n r--------------------, ' ' ' ' ' ' : I ' ' ' ' ' . ' ' c ___ -----------------~ r---------------------, ' . ' ' ' ' I ' ' ' ' ' . ' . ---~ --~ -- : : I ~--------------------~ --r --------------- V1AREHOUSE V1AREHOUSE :--------------------: I : I . ' ' ' ' ' . ' I ____________________ J ' --------------------i ' ' . ' ' ' . ' . ' ' ' ' ' ! ----------______ J ~ r--------------------i C I : ; j I n . . C -------------------- ---r ---- \ --------------------I ' l_ ___________________ J I I l ,------------ ' I I I I I I I I I I I I I I I I D J ---~ () I 'st-----"' I I I I I I I I I I ~j::~~:r==~~====~=====c~o===========2=r=====================~::====ru=s=========================~u=;::~;=====Ji====Jj ___ ---"~ B Sl'-2" ' • I, u ~, "1 '-"1" J ctJ LJ LJ LJ '"s'-b' ,i @-~~.~O~D FLOOR PLAN .l' ' -8 0 HARPER ENGINEERING C architects T0rm1nnl Sc1lr"i 8u1lrl1nri 19.3/ ~irlt Avrnur Suire 408 Seattle, WA 9810 I 20/,.720.7001 phone 201,720.2949 f;,x www.craftarchitects.co m CJ :z -I-: -)ll ffi iu z 0 ~~ - ~ z -:::c .£.. Cl) CJ :z w a: w CL a: <( I ~ <( '3. 3:_ <1) z 0 <) !z f' w f' (C CONSULTANT ISSUE Revisions: Sheet Title: SECOND FLOOR PLAN Date: 11 /05/06 Design: JH Drawn: MLR Project No: 941.00 Approved: KMC Original drawing is 24" x 36". Scale entities accordingly if reduced Sheet No: A2.2 1·,IL ~ ------------------ 81'-6" ROl'i 1- W' w a: ~ I I- "' 3: Cf) 13 ! ....... ! r .----------;--,-' . ' •. !~' I rn ,, CHAIN LINK A w FENCE V'I/ V'IOOD SLATS~ CHAIN-LINK GATE V'I/ /AIOOD SLATS £i~ y ,---------, I I I I I I I I RECYCLE BINS : DUMPSTER : I I I I I I I I L ________ _J -----1--- ~ ~ ® !~~.~H ENCLOSURE 1 15'-0' V'IOOD SLATS V'IITHIN CHAIN-LINK GATE -·------. _____ ----11 ./ / ;1m11 1 -• ..._ ..._ ..._ Ji / . / ~-I l!lil_rn _1111 ..._ '· I < .,, 1,1t1111111t11 .... ..._ ..._ l1111ftlUIII / 1 . .... '"lillUlJ / / .... -/ 10'.Q" ........... I / / :- ---·---~---J ,.,__~ GANE BOLT V'IOOD SLATS V'IITHIN CHAIN LINK - rfllnlflfll ~ 1 · IIIJ 1_1111_llllllll 1 ll ll11111111 llln iUlJ _ FENCE r -------- ~-~ ------- ~11m 1-- ~ll 11 1\:1r1r 11llllJIIIJR Ill) I I IJlJj ~ @ uu D J r -_ c , , c -r 1 r_ c o , r--r -1----·_ 1 ·_ ~ n -1 ·-r· ~ ·-\ u L u I Ii ' C 11 11 --r·,-tc r ~ ,---, -~ -c-C c,_' " -, --·-- n <]) r--. I i-"1 n 0 0 ~ a, Cl) U) I B I I~ ~ g I. z 9 0 -. ~ 25'-0" ·;--''] '. ' 11'-IO" ::,, ' «:> <fr> j' 0:, '° ' «:> @ ~----. 10 6 e n ® INGRESS/EGRESS & PARKING ESMT. / /-OVER AND ACROSS PARCEL B ONLY _____/ ~. ~ REC. NO. 8610240377 & 8705061297. .·-. :· I (A5J 0 (v i -.. -® y ~'-0" I J===.d~_~J 5 -~ __ , ====-----',.;a.;::.::---;~ r'---- 1 I I ,: ,· ~~--__ -_-__ -_ -----• !------- L __ _J ~·. -- 9 ,- \ 21'-0" Ji'-----,r ' I 1r·-~·-+--11=~~-L __ .( -! ::::::::::::::::::::::: .:::::::::::::::::~'.If+ If-. i ! _, "' r=--=-.:=-====--==--=--====--=-=:...==-=-=--==-~==-=--~==.=--:=-=-,.:dBt!&~11 ~~-::::-~:=::=:::=:====~= ~h-=c~ Noo·49'33"[ 465.42' ( 464.54' DEED) l ' l GENERAL NOTES= 1. SEE CIVIL DRAWINGS FOR EASEMENT LOCATIONS KEY NOTES: 0 CONT. PERIMETER FOOTING DRAIN, TIGHT LINE PER CIVIL. W CHAIN LINK TRASH ENCLOSURE & GATE W/ PRIVACY SLATS. SEE DTL 2/Al.1 0 SCUPPER & DOWNSPOUT PER DTL 7 & 8/AS.1, TYP. TIGHT LINE PER CIVIL 0 CONCRETE SIDEWALK W/ BROOM FINISH MAX. 1 :20 SLOPE & MAX. 1 :48 CROSS SLOPE. <1> ACCESSIBLE EXIT PER IBC SECTION 1105.1 ~ ADA ACCESSIBLE STALL W/ WHEELCHAIR SYMBOL, ACCESS AISLE & SIGNAGE. SEE ADA1 & DTL 15/A81 7 EXISTING STORM VAULT PER CIVIL 8 EXTRUDED CURB, TYP. 9 LANDSCAPING 10 WHEEL STOP PER DTL 14/A81 11 EXISITNG SITE LIGHTING 12 5' WIDE STRIPED ACCESSIBLE WALK, MAX. 1 :20 SLOPE & MAX. 1 :48 CROSS SLOPE 13 EXIST SIDEWALK & CURB 14 EXIST LANDSCAPE ISLAND 15 EXIST STREET TREE PER LANDSCAPE PLAN 16 EXIST PARKING SHOWN SHADED 17 AT-GRADE LOADING 18 EXIST DETENTION VAULT BELOW ASPHALT 19 EXIST DRIVEWAY & CURB CUT TO REMAIN 20 NEW 8' LONG x 5' HIGH CONC. MONUMENT SIGN UNDER SEP. PERMIT NEW TRANSFORMER ON CONC. PAD \ \ ,-<r-- -\ ' I , .. CD ~2~CHITE9TURAL SITE PLAN l JUL .· HARPER ENGINEERING C architects Tc :_rn r1 .1 1 S c1 If' -c;; 8 u 1 Id in q 193£ .l-1ro;:t Avcnuf' · Su,te 408 \Pcittle. WA 9810 I 20(1 7?0.70C' phorir 206 720.29•19 fax www .c r afta re h itec t,'i. com C, z -a: z w ~ § w w w z a: z 65 --:i:: C, ~ .c z -........ s: w ~ z a: ~ w 0 ........ z CL ........ w a: a: <( I CONSULTANT ISSUE :,052 --- REGISTERED . ARCHITECT Revisions: Sheet Title: ARCHITECTURAL SITE PLAN Date: 7/19/07 Design: JH Drown: MLR Project No: 941.00 Approved: KMC Original drawing is 24" x 36". Scale entities accordingly if reduced Sheet No: A 1.1 ·: [ , I ' I- I- I- I- I (/) (/) I 0.. 0.. 0.. D u a 7 w 0 -, ;t, ~ w u < ~ m ~ w ~ ~ w u cc::-,. ,,, -~ c-:;; z el I, ~ ~ II ' 0 0 0 0 0 0 0 w z 2 > Q cl " " 0 '-" 0 0 0 Ti I I I I ..., a. " 0 .!Q ... 0 :;: ,\1 .D :, a. '-o> .!= -0 :, CD '-o> .!= C: C: " a. 0 0 C " " l'Jl '-' o._ I ta " " C , c,: a. a. < w !;;;; 0 >-<D z 0 (/) G'i c,: --m; i :o N ,,..., z ST0RMWA1ER DRAINAGE NOlES: 1. BEFORE />Hf CONSTRUCTION OR DEVELOPMENT ACTIVm' OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE Cm' OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 2. All CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION" PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATIONS (APWA), AS AMENDED BY TI-IE CITY OF RENTON DEPARTIMENT OF PUBLIC WORKS. 3. TI-IE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE Cm' OF RENTON DEPARTIMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM SHALL BE U.S.G.S UNLESS OTHERWISE APPROVED BY Cm' OF RENTON DEPARTMENT OF PUBLIC WORKS. REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SA"nSFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITT: EROSION HJ>.S PASSED. 7. All RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED Ml)([URE, OTHER THAN Cm' OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, STORM WATER UTILITY. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH DF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C," WITH THE EXCEPTION DF PVC PIPE. ALL TIRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95 PERCENT FOR PAVEMENT AND STRUCTURAL FILL AND 90 PERCENT OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES AND OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT H1 OR BITTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF />Hf STORM DRAINAGE PIPE, OR 15 FEIT FROM THE TOP OF NI'{ CHANNEL BANK. 12. ALL CATCH BASIN GRATESSHALL'BE'DEPRESSED -o.io FEE\,BELOW PAVEMENT LEVEL. 13. OPEN cur ROAD CROSSINGS AND EXISTING PUBLIC RIGHT-OF;-wAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY Cm' OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DrTCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEIT THE FOLLOWING SPECIFICATIONS: 4 INCHES TO 8 INCHES/40 PERCENT TO 70 PERCENT PASSING: 2 INCHES TO 4 INCHES ROCK/30 PERCENT TO 40 PERCENT PASSING; AND -2 INCHES ROCK/10 PERCENT TO 20 PERCENT PASSING. 15. All BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORMWATER UTILITY. AN ACCURAlELY DIMENSIONED CERTFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE Cm' DF RENTON UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMrT BY THE Cm' OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSmON. FURTHER, THE Cm' OF RENTON DOES NOT ACCEPT />Hf OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVlDED DURING CONSTRUCTION. 17. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTI\/E EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT TIHE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WrTH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. />Hf WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLDW SHALL REQUIRE AN APPROVED TR\FFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DMSION OF THE DEPARTMENT OF PUBLIC WORKS. All SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23, TRAfFIC CONTROL, SHALL APPLY. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA. ' ~\. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTi'JNING PERMrTS FROM THE :~~?JgN~A~R~~~E~EN%Tl~::;T R!~UBREC~~~i~~~~:i:~CTION ACTMTY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTi'JNED FROM THE WASHINGTON STATE DEPARTMENT OF NAlURAL RESOURCES, OR BY CONTACTING THEIR omcE BY TELEPHONE AT (206) _902-1190. WASHINGTON STATE DEPARTIMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY omcE 1111 WASHINGTON STREIT S.E. P.O. BOX 47060 OLYMPLA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, All MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGUIATIO/lS. THE APPROPRLATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL;ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. COVER SHEET SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. STORM DRAINAGE PIPE SPECIFICATIONS ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. All PIPE JOINTS MUST BE GASKETED WATERTIGHT AND MUST BE OF THE SAME MATERIAL AS THE PIPE. ALL PIPE SHALL HAVE A MINIMUM COVER AS SPECIFIED AND SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION (REFER TO THE MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM COi/ER FOR HEAVY EQUIPMENT LOADINGS). A. DUCTILE IRON -4 INCH THROUGH 14 INCH DIAMETER PIPE SHALL BE CLASS 52 AND 16-INCH THROUGH 24-INCH DIAMITER PIPE SHALL BE CLASS 50, ALL IN ACCORDANCE WITH USA STANDARD A-21.1 (AWWA C-51). All JOINTS SHALL BE PUSH-ON, MECHANICAL, OR FLANGEO (6-INCH MINIMUM COVER). 8. CONCREfE -4 INCH THROUGH 1 B INCH DIAMITER PIPE SHALL BE NON-REINFORCED, BELL AND SPIGOT WITH RUBBER GASKIT JOINTS, CONFORMING TO ASTM C-4 (CLASS II). 21 INCH TIHROUGH 36 INCH DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH RUBBER GASKIT JOINTS, CONFORMING TO ASTM C-76 (2 FODT MINIMUM COVER). C. PVC -4 INCH THROUGH 18 INCH DIAMETER PIPE, WITH 24-INCH TO 36-INCH OF COVER SHALL BE IN ACCORDANCE WITH ASTM D3034 SOR 21. 4-INCH THROUGH 18-INCH DIAMETER PIPE, WITH ASTM 03034 SOR 35 SHALL HAVE 36-INCH MINIMUM COi/ER. All JOl!rTS SHALL BE PUSH-ON WITH RUBBER GASKITS. PVC STORM PIPE REQUIRES A.C. COLLARS (I.E., CATCH BASIN CONNECTION) OR KOR-N-SEAL CONCRETE BOOTS. D. HELICAL CORRUGATED PLAIN ALUMINUM PIPE (CMP) -6 INCH THROUGH 18 INCH DIAMETER PIPE SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. 21 INCH THROUGH 36 INCH DIAMITER PIPE SHALL BE 14 GAUGE WITH 2 1/3 INCH X 1/2 INCH CORRUGATIONS. REFER TO DITAILS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCH DIAMETER. All ALUMINIZED PIPE SHALL HAVE ASPHALT TREATMENT 1 COATING (2.0-FOOT MINIMUM COi/ER). E. HELICAL CORRUGATED STEEL PIPE (HCMP) -6 INCH THROUGH 36 INCH SHALL BE 16 GAUGE WITH 2 2/3 INCH X 1/2 INCH CORRUGATIONS. ALL STEEL MATERIALS SHALL BE GALVANIZED AND ASPHALT TIREATMENT 1 COATED. REFER TO DITi'JLS IN THESE PLANS FOR ANY PIPES LARGER THAN 36 INCHES IN DIAMITER (2.0-FOOT MINIMUM COVER). F. CORRUGATED POLYETHELENE MEEflNG THE REQUIREMENTS OF AASHTO M-294, TYPE S. MINIMUM PIP_E DIAMETER SHALL BE 8". MAXIMUM PIPE DIAMETER SHALL BE 36" OR THE DIAMETER FOR WHICH THE SUPPLIER HAS A JOINT CONFORMING TO ASTM D 3212, WHICHEVER IS LESS. JOINTS SHALL BE CLASSIFIED AS "WATERTIGHT". WATERTIGHT JOINTS SHALL BE MADE WITH A SLEE.VE OR WITH A BELL SPIGOT AND SHALL CONFORM TO ASTM D 3212 (10.8 PSI) USING ELASTOMERIC GASKEfS CONFORMING TO ASTM F 477. GASKETED JOINTS SHALL BE LUBRICATED AS RECOMMENDED BY THE PRODUCER DURING INSTALLATION. ·solLTIGHT" JOINTS SHALL NOT BE PERMITTED. FITTINGS SHAll BE BLOW MOLDED, ROTATIONAL MOLDED, OR FACTORY WELDED. THERMOPLASTIC PIPE FITTINGS SHALL MEIT THE REQUIREMENTS SIT FORTH IN AASHTO M 294 • EROSION CONTROL NOlES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE Cm' OF RENTON DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER • 2. ALL LIMrTS OF CLEARING AND AREAS OF \/EGITATION PRESERVATION AS PRESCRIBED ON TIHE PLAN SHALL BE CLEARLY FILAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILmES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. All EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDmON UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION HJ>.S PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDmONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILm' OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEIT ANTICIPATED SrTE CONDmONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDmONS DICTATE, TIHE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION ANO RESPONSIBILITY OF THE PERMITTEE TO ADDRESS />Hf NEW CONDmONS THAT MAY BE CREATED BY HIS ACTIVmES AND TO PROVIDE ADDmONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTrTUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RITENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GRATER THAN 5,000 SQUARE FEIT THAT ARE TO BE LEFT UNWORKED OF MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. ' - 7. IN ANY AREA WHICH HJ>.S BEEN STRIPPED OF \/EGITATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE,-ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTON. GRASS SEEDING ALONG WILL BE ACCEPTABLE ONLY DURING THE MONTIHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NEfTING, OR OTHER TIREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. l/TIUTY CONRJCT N01E: CAUTION• CONSTRUCTION SEQUENCE: 1. ATTEND PRECONSTRUCTION MEETING WITH Cm' OF RENTON. 2. FLAG CLEARING LIMITS AS SHOWN ON SHEIT C2 3. CLEAR AND ROUGH GRADE SITE AND AMEND ESC FACILITIES AS NEEDED. 4. INSTALL UTILITIES PER APPROVED PLANS. 5. PROVIDE CATCH BASIN PROTECTION FOR All NEW/EX. CATCH BASINS AS SHOWN. 6. COMPLETE FINAL GRADING AND PAVING. AMEND CATCH BASIN PROTECTION. 7. CLEAN NEW STORM DRAINAGE SYSTEM. 8. CONTRACTOR SHALL MAINTAIN TESC FACILITIES UNTIL ALL RISK OF EROSION SEDIMENTATION HJ>.S PASSED AND STORM SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT LADEN WATER INTO PUBLIC STORM SYSTEM. SHEET INDEX: C1 COVER SHEET C2 DEMOLmON AND T.E.S.C. PLAN C3 GRADING AND STORM DRAINAGE PLAN C4 WAlER AND SANITARY SEWER PLAN C5 NOlES AND DETAILS L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE PLANTING NOlES AND DETAILS L3 LANDSCAPE IRRIGATION PLAN L4 LANDCSAPE IRRIGA llON NOTES AND DETAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYNG THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHITHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILmES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLNG UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOLING RECOMMENDED' FOR APPROVAL CH1:CKcD FOR COMPLIANCE: TO CITY STANDARDS ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE All PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BY _____ ~ BY _____ ~ BY _____ ~ ------------Date _____ _ ------------Date _____ _ Date \ • l RECORD LEGAL DESCRIPTION: I ' PARCEL 8: ~ THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,'; DESCRIBED AS FOLLOWS: • COMMENCING AT THE SOUTIHWEST CORNER OF SAID SECTION 1 B· TIHENCE SOUTIH 89 10' 18" EAST ALONG THE SOUTH. LINE OF SAID SECTION 18 A DISTANCE OF 275.74 FEET TO TIHE SOUTHERLY PROJECTION OF TIHE WEST LINE OF A PARCEL DEEDED TO GEO. A. HORMEL AND COMPANY BY DEED RECORDED UNDER KING COUNTY RECORDING NO. 7305240389; , THENCE NORTIH O 49' 42" EAST ALONG SAID SOUTHERLY PROJECTION 40.00 FEET TO TIHE SOUTHWEST CORNER OF SAID PARCEL AND THE _TRUE POINT OF BEGINNING (SAID POINT BEING ON THE NORTIH MARGIN OF SOUTIHWEST SEVENTH STREET)· THENCE CONTINUING NORTIH O 49' 42" EAST ALONG TIHE WEST LINE OF SAID PARCEL 464.54 FEET TO A POINT ON A 363.06 FOOT RADIUS CURVE CONCAVE TO TIHE SOUTHEAST, A RADIAL AT SAID POINT BEARING SOUTIH 15 37' 21" EAST· THENCE SOUTHWESTE~LY ALONG SAID CURVE AN ARC_ DISTANCE OF 340.46 FEET; THENCE SOUTH 1 14 35" WEST 151.88 FEET TO SAID NORTH MARGIN OF SOUTIHWEST SEVENTIH STREET; THENCE SOUTH 89 10' 18" EAST ALONG SAID NORTI-1 MARGIN 259.60 FEET TO THE TIRUE POINT OF BEGINNING; AS SHOWN IN SHORT PLAT 37-77, CITY OF RENTON,;RECORDED MARCH 24 1977 UNDER RECORDING NO. 7703240654. j ' SCHEDULE 'B' NOlES FOR EASE~ENTS• > 11. EASEMENT FOR PUGET SOUND POWER & LIGHT CO. ELEC"TRIC TIRANSMISSION / DISTRIBUTION SYSTEM (LINE OF POLES). REC. NO. 3525118. , EASEMENT DESCRIPTION IS NOT SUFFICIENT TO DETERMINE TIHE LOCATION. 12. 10' OLYMPIC PIPELINE EASEMENT REC. NO. 5930700. DISCLAIMER OF EASEMENT REC NO. 6242396 -PIPELINE MARKERS INDICATE PIPELINE IS WITIHIN TIHE ORIGINAL 1 o' ESMT. 13. EASEMENTS PER SHORT PLAT 33-77 REC. NO. 7703240654 -NONE FOUND ON PLAT MAP. 15. QUITCLAIM DEED SUBJECT TO EASEMENTS, REC. NO. 8112160446 & REC. NO. 8209100343. 16. 16 FOOT GRADE CROSSING, REC. NO. 8112160447. (SHOWN ON SURVEY) 17. RESTIRICTIVE COVENANTS, REC. Nos. 8610021089, 8610240415 & TERMINATION OF EASEMENTS REC. NO. 9611141371 (NO PLOTABLE EASEMENTS) 19, PARKING EASEMENT REC. NO. 8610240377 ANO 'AMENDMENT REC. NO. 8705061297 AND AS POSSIBLY EXTINGUISHED BY REC. NO. 96120200~9 -PARCEL B ONLY. 23. 40 FOOT ROADWAY EASEMENT ACROSS PA~CEL B REC. NO. 9804281304. THE EXACT LOCATION OF WHICH IS NOT ESTABLISHED. ; l SURVEYORS NOlES: / BASIS OF BEARINGS· NAO 83/91 AS ESTABLISHED ~OM THE CITY OF RENTON CONTROL MONS. ' SITE AREA: PARCEL "B" ±96,749.4 SQ. FT. OR 2.i1 ACRES TIHE LOCATION AND DESCRIPTION OF AUL SURVEY ~ARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN NOVEMBER & DECEIABER, 2000, UNLESS OTHERWISE INDICATED. I WORK PERFORMED IN CONJUNCTION WITH THIS SUR'Jt\Y UTILIZED TIHE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 2" GEODIMETER 600 SERIES ELEC~ONIC TOTAL STATION MAINTAINED TO THE MANUFACTURE'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. l ' SITE ADDRESS: 6XX SW 7TH STREET RENTON, WA 98055 LEGEND: I s SW 7TH 3: ~ <J) <J) <J) :i;: :i;: ~~ d ~ 3: 0 0 Q. iE 1-405 VICINITY MAP EXISTING I PROPOSED 0 z fB O@ D -0- E--- T.S. HANDHOLE WATER VALVE HYDRANT WATER METER MANHOLES (SS/SD) CB POWER/UTILITY POLE GUY ANCHOR ~ SJREET LIGHT X SfOT ELEVATION _o__ S[GN o M~ILBOX C::C,_Q RfCKERY .... "' II F llil IE][[] POWER TRANSFORMER POWER/TELEPHONE VAULT TELEPHONE/TV RISER * CrlFER "TREE 0 tlfCID. "TREE & FfUND CASED MONUMENT PROPOSED STORM DRAINAGE LINE PROPOSED CATCH BASIN PROPOSED SPOT ELEVATIONS PROPOSED CONTOURS ------100------ 0 e;:i GAS VALVE --w----ss-- --SD-- --G-- --UGP-- --UGT-- --o-- --x-- --o-- CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES SUBDIVISION LINES @ S~T 5/8" IRON REBAR W/ BLUE PLASTIC C},P STAMPED "P-A-C-E PLS 33127" U!LESS OTHERWISE STATED. WATER LINE SANITARY SEWER LINE 1 STORM DRAIN LINE . GAS LINE ' UNDERGROUND POWER LINES UNDERGROUND TELEPHONE LINj' S CHAIN LINK FENCE , WIRE FENCE . WOOD FENCE j 1 • PROPOSED ASPHALT PROPOSED CONCRETE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS COVER SHEET 1u: EXPIRFS 6/11/08 I i DESIGNED M_CG i--:c==;_=-==-{_:D::;A::;TE;_;cc;7 /"'1'-'5"'/"'07;;;;a=c"-+Fl::::LE:.:N::O:;,.-~=====.I DRAWN BCW , CHECKED AS SCALE A_$ SHOWN FIELD BOOK PAGE_ \ I APPROVED SHEET C1_ OF 5 DIRECTGR Cf" PIJE.!LIC WCRK5 0 _, :::, 0 C) 2 V 0 0 V) -0 I c,J 'T en C'J / O' C -c V V C O' C V / :'.i' 0, N / m 0 0 0 N Q_ 0 z ID 0 J w 0 ID I- I- i:: C 0 I 1"=20' DEMOLITION AND TEMPORARY EROSION SEDIMENTATION CONTROL PLAN I V) V) I c.. c.. c.. D u 6 z m 0 ~ le w ~ X ~ ,~j 0 ~ 0 • ~ 0 ~ 0 "' z ! 0 +l 0.. " 0 I ~ w " "' 0 w > 0 " " " 0::: 0.. 0.. <( w '< 0 >-Ill z 0 1ii G'.i a::: 0 z I '-~,., 20 4-0 L* i I ESTIMATED EARTHWORK QUANTITIES cur VOLlJME (CU-YDS-) 750 FILL VOLUME (CU, YDS-) 400 "ALL VOLUMES ARE APPROXIMATE ANO REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. THE VOLUMES DO NOT INCLUDE STRIPPING, STRUCTURAL EXCAI/AT!OM, EXPANSION FACTOR OR ANY SOIL TYPE RESTRICTIONS. OR ANY COMPACTION FACTORS" \ \ 8\ -· \12948 rMDI d Date/T·,me·.7/24/2007 1·.22 PM Sc 0 le·.1'-0" = 1'-0"_XREF_XREF File:P: 12000s 1294 engineering -c . wg ., ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ===t> EXISTING STRIPING REMOVAL MGOULD Xref: , Z12948-B.dwg, Z12948-T.dwg, Z 12948-S-dwg, ali.dwg SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. •• •• •• •• •• •• "··~ •• .. LEGEND • •• •• f •• '"',._ ................. . EXISTING CURB REMOVAL r.=7 -::-·~-: ,:-:-:· J I ',,.. • ·•7 ·1 i , ·· 1 L·-"" {,'-~",, __;~:J SAWCUT AND EXISTING PAVEMENT REMOVAL EXPIRES 6/11/ 01? 5 Q, N ro' URB, SIDEWALK D PAVEMENT BE REMOVED fOR UTIU1Y ,INSTALLATION) -1 I"' 2'U I I I w (/) I V, V, \ I I i ! \ ' I s ' ' ·"".: ' :\ ' \ ' ' \ ' \ f--- ' ' ${ ' ' '' 'I 1/ " ,/ " g\ 7,v "X F r- 6 ;, DEMOLITION AND T.E.S.C. PLAN DESIGNED MCG i------=~~-~~==~ DATE 7/15/QZ____ FILE NO, DRAWN BCW t--~=====~-t----======-1 CHECKED AS ___ _ SCALE AS SHOWN FIELD BOOK _______ PAOE APPROVED SHEET_C2 OF 5 0 z (I) 0 ) w 0 a:i I- I- I-I- I (/) (/) I a.. a.. a.. 0 0 /j z rn 0 ., j w w \,_ " w C w C if tJ ~ ~ u w ~ 0 ~ C w ~ b ~ C ~ w " X o " c > " 0 " ~z Oo >,. E--E--z -~ u~ ~~~ "JI ., .. a 0 w• OO' o< -~ ~: 2~ _:_j •• ~t "" !!;;?, . " 0 I z s ;,: 0 "15. " 0 '" .:,. ~ 0 ;: u :0 :, CL '-"' C: 'ii ·5 lD '-"' C: ·c C: 0 CL C 0 ii ~ " " ?, a::: CL CL <( w !;.; Cl >-lD z 0 (J) ~ a::: 0 z I ) I I ·-...........___\ SITE DATA= TOTAL SITE AREA 96,749 S.F. (2.21 AC). TOTAL AREA OF IMPERVIOUS A=81,688 S.F. TOTAL AREA OF PERVIOUS=15,061 S.F. GRADING AND STORM DRAINAGE PLAN SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. EASEMENT NOTE= 1. EXISTING EASEMENT AGREEMENT EFFECTS SITE PER REC. NO 2011 0611002519 File:P:\ 12000s\ 12948\engineering\ 12948-GM1 .dwg Date/Time:7 /24/2007 1 :23 PM Scale: I' -0" ~ 1 · -O"_XREF _XREF IIGOULD Xref: , Z12946-6.dwg, Z12948-S.dw9, Z 12948-T.dwg, Z12948-G.dwg. oli.dwg \ \ ' ' J " ! ' J I .I U) \ i . . \ ~ ' ' ' ' I ": ,, I o : \ ' , , I : \' I C ~\ 7,0· f-- Ul :r: w~ f-- <( "' '=' (/) 0 zw ·o (/) U) 0. <( I ~·'--.:, c;:O w (/) 5 -' 0.4':J r,f_!Y CITY OF RENTON DEPARTMENT OF PUBLIC WORKS GRADING AND STORM DRAINAGE PLAN DESIGNED MCG l, / !-===:::..--"'===~ DATE 7 /15/07 FILE NO. DRAWN f3C:J/...__ r-=--"====~'-f-";::.:.:.:::..~=====..j CHECKED AS SCALE AS SHOWN FIELD BOOK PAGE_ DIREGrDR OF PU8UC WORi<S SHEET C3_ OF 5 APPROVED 0 z a:J 0 """) w 0 a:J I- I- I- I- I l/) l/) I a.. a.. a.. 0 0 0 z ro 0 ~ t m '"' u < " m c5 " < " w ~ 6 m e 0 ~ " w ~ ~ g " ~ w " X 'i 6 ro 0 w C ~ 0 '0 0 z 0 ~ ~ ~ • ~ z 0 0 ~E-; E-;z -~ u~ -"' 'JI ~ .. ;; ro o-O' •" -~ 5- < z ~ > z ! 0 ..., a. OJ D <ll .Y. .._ 0 3: u :a :, a. " Cl> C: 3l ':i co " "' C C: C: 0 a. ~ ro j 2 " 8 z s I 0 c 0 z B " 8 ~ w ., u u ~ 0 " • 0 ' 0:: a. a. <( w !.: 0 >-co z 0 (f) G:i 0:: 0 z I \ l ) l,lO. l01~ I II I J I I { i ; ! ! / / ! I I i / ' File:P\ 12000s\ 12948\engineering\ 12948-SW1 ,dwg Date/Time:7 /24/2007 I :23 PM Scale:1 '-0" 1 '-Q"_XREF _XREF WATER AND SANITARY SEWER PLAN <J= I i ! -FENCE ENCROACHMENT ' I / / EASEMENT NOTE: 1. EXISTING EASEMENT AGREEMENT I I j / EFFECTS SITE PER REC. NO 2011 0611002519 MGOULD Xref: , Z12948-8,dwg, Z12948-S,dw9, Z12948-T,dwg, alidwg SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. I i / I i I ! i I i ! I \ \, \ > I / I I PAOPOSED,BUILDING F.F. 22:7,, ,, : 8' FIRELINE TO SPRINKLER ROOM W/DDCV AND INSTALL WALL MOUNT POST INDICATOR VALVE AND FIRE DEPARTMENT CONNECTION SEE SHEET CS ~ ('.) <( z I :,:: o_ CL vi <l'. <( o_ / 1-8X6 TEE(MJXFL) 'If /' 1-6" GATE VALVE(FLXMJ) / ,../ '>c.',vv 6 LF 6" DI I I ,,../// '/ f,,/ SANITARY SEWER PUMPING -·~ ~--STATION -- ssco RIM=22.50 IE=18.00 / EXPIRES 6/11 /Q8 , I, I \ : \ \ : \ 1 1il ·1111 rn 16 11u 1:0 //w II II II 11:1 Ill 1:1 1i1 :1:1 1:1 1:1 &iM 1:1 "' ',/ xi I WI/ 1 1 "ill II I -11 I ": : u > Q_ N U) U) I II 1-: : I INSTALL 8" APPll'j~ SLEEV (FLXMJ) li B" GI\TE VALV (F,MJ) i ,1 I 11 WITH BOC ING -t 'f---0 '~-)i---------' \ i I ,00,',0t \ r-t-1r------~T---- ! i I // -t ...... \ H C)! :;:,\ 0 ' C) I II II Ii II Ii Ii II Ii 11 II II II ,!/ ~II 0// 0 11 'oil '°I I II II II /I Ii II 11 11 II ii II II II // II ~ii U) 1/) ' EX, S MH 1 1-w w u > Q_ N ' i !/ I, ? a: ii\ I-I , I ' I \ en \ I \ ' ' 1 ' ! 1 I ! ' ' ! \ I ' I \ I 5 w u <( z 1 \ I ' I ,' I " ' ' ' s ' I LL 0 et:: 2 ::::, VJ I\ 1/) V, I I-0::: . WJ U.J lJ 5 :::,o CL Q_ CITY OF RENTON Fl DEPARTMENT OF PUBLIC WORKS WATER AND SANITARY SEWER PLAN Ii}: DESIGNED MCG i-;:==:::C.-"'#,..c==--lLD;::A.,:TE~..;7a;/a;1ca5c;c/c;c0;=7 =='-fF.,:IL;;E:_:N:;;O;:_, -=="°"===c.J DRAWN BCW r -------- CHECKED AS SCALE ~~SHOWN FIELD BOOK PAGE_ APPROVEO SHEET C4 OF 5 ---- 0 z m 0 J w (> Ill I- I- I- I- I (/) (/) I a.. a.. a.. 0 u 0 z ro 0 ~ 5 ,, " C w 0 X w ~ < z w ~ " ~ 0 "' II ' ~ ~ 0 '" 0 " z 0 0 0 e :6 w ~ I :;:j 0 X 0 1,:;: " 0 0 0 0 0 8 z z 0 ~ i3 0 0 0 " (L :c .., 0. " 0 f 0 ;:: -~ 1i :l Q_ ' "' C -c, ,: :l ro ' "' ·'= C C C a: 0 0 8 < s ' 0 "' (L :c I Ti!~ I I -;;,j ';;,\ 0 0 0 0 I ' 15 15 ~ ~ 0:: 0:: I; I; u '-' 0:: 0:: uJ Lu 'a. a. 0 fil Lu V) V) ~ ~ 0:: 0:: <N - C 0 c w X 0 " (L :c 8 > 0 0 • 0 < QC'. Q_ Q_ <{ w '< 0 fu z 0 vi ~ QC'. 0 z 1 o" 6" MIN, 2 1/2" 5" 2 1/2" 0 / ' / 1>-;o ' 4 <l ' 0 .::l" R 0 ' ' ,--,~=-C" ~"Ill Ill Ill= ~ ASPHALT , , ,--i EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2" COMPACTED DEPTH -- ClASS 'B' AC PAVEMENT NOTE: 4" COMPACTED DEPTH CRUSHED GEOTECHNICAL ENGINEER SHALL VERIFY PAVEMENT SECTION PRIOR TO CONSTRUCTION ROCK BASE COURSE _, ___ _ ------ = = 000 0 O 0 00 0 = = = = 12" MIN, SUBGRADE COMPACTED TO 95% NOTE: =. GEOTECHNICAL ENGINEER SHALL BE ONSITE DURING PlACEMENT OF FILL TO VERIFY THAT COMPACTION MEETS MINIMUIA REQUIREMENTS FOR PAVEMENT SECTION, TYPICAL PAVING SECTION NOT TO SCALE 12" PAVEMENT WIDTH 1" R ,, l/ 4, 18" CEMENT CONCRETE VERTICAL CURB AND GUTTER CURB AND GUTIER NOT TO SCALE FRAME AND VANED GRATE #3 l:IARMOOI>' PRECAST SASE SECTION 6" ,. ' . 1" R ,,4 OOTE.S ···-. "" ;.. ' ''.· .. · "ASAN 1'.CtEPJ'MLE ALTERNATI:'.'TO REMlVMREl t,!1;$1-J_ HA\(1/i<;iAJ.lllilMUM "AR.ell. UFo. m~.Q. \lAAE IMCHE$ J'l:R !'001:· MA.Y l'lE !./SEP-)\IRE MES!f SI-IALL WQ.TE,;; PV,.CE[) IM fflOCKOVJ% , _. . • ' • """"' ' . ' ... J, THE w.x,MLIM 'OEPrn FR0l.4'tfJl'i iiwG'HED:GF\I\Oe-ni'i&kF1PE IN\/ERY SH&l ~~ ..•.. ,.,. . . ,,,, .... '"" ,,, ... ,. .; l'RAMaAfID-ciAAu: 4-,Y ilii:.11-!SiAf.t.$;1 wmi FJ.A~$E oOWti'OR GAnlNw AOJIJST:McNJ-lrer.;:11j)tt ' · s: •°IBE.PR~#WE OO':nONW>iJ:1AV!iAJ{o~PEoR-OOR11fi6 ~ WALLS !MY BE 5LbP£1;l~T A RA"TE ql'".t.2.'i _C;f! 11'.l;EPEf;V ~ _OPEtl:flG·'~l-l/ltl.!!€'1,lEASt,Rl;:O-i.T:THE \I'.)? OF n!'§ ,f'RlaCMT SASE SECllOk • RElNFORtEriOR PLAIN coil"i:lfiETe ~p5SP~ , .. (STD. Sl'EC."~11W: fnOFILS'liALL !WC . {STD. SPEC. !l'.-llS.1'2:li)/ * COAAUGATED POLYE1k<tENE STORM SEWER PlPE <';A')'."CH_.fASIN TYPE 1 .~l'AN~~·1 1----- ,, ... : ',. • .. l/2"Xt;"" E"XPN1S10t•l MATERIAi_ 1/4"R r ,JC1f1TS NOTES AND DETAILS SW 1/4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. FILTal.EO w,TER •, \-______ ,., .... ~ ~ ... <l : ' " " _d • '4 .. CROSS SECTION HOT TO SCALE 01JaV'LOW8YPASS NOTES 1, PERFORM WJtfraNN,ICE IN-'ICOORbl.NCE 'MTtt S1ANDARO SPECIFICATION ll,,Q1.3(1S), 2, 8IZI! THE 11!1.0WGAATE !NL.ET DEVICE (SGID) FOR.'TH!:'. STORMWA't'ER STRU<:Till~E ITWLL.mMCe. ). THE BGIO SI-W.1. ~WA IUII.T-IH H18H-Fl.OW RJ!l..la' SYST!M (OVEU't.OWBYPASS), -4, TIE IW'l'lUeVN. MTeM MUS1' ~ 11:EMOVAL Of'" THi 6010 'MTliOIJT SPIWNO lHE CQU.ECTRI M,.*,lm'il. ISOM!TRIC V1EW NOT TO SC,t.L.E OVE;RFLOW BYPMS PREFABRICATED BELOW GRATE INLET DEVICE DETAIUI STORMDIUUN INLIIT PROTIHmON STANDARD PU.N 1•7 ...... 1 tJf 1 ttet1' STORM DRAIN INLET PROTECTION NOT TO SCALE COCVA MclST BE l~,STALLED 11il'!:DIATELY i1nrn ~:PE f-HIC:,RAIION i"Hf.10LlC:H 8UII.W1G FLOOR SLA8. 2!JtJM 1/J \\-c-llCH DCC'.lil IS L.OCI', IED S-lALL A. HAVE FLOCR DRAlil C':::•'m~cra, fG IHE SNIITARY SE,·:~R S(ST[M_ El. clA>,E A HE.4T-r08 SYSEM (40' F Ml~J. TEM"'.) ~o i-lE;\t r;,,p(;'. 0 CJQT BE •JSEJ ~OR STORA(;[ ARUUi·HJ !HE IJCCVJ.. D. H,~VE Cl_'::ARI_Y J(Ll~[ATED f.CCESS WAYS T:J DOCVA AMO ~l'/s A RIGHT-or-n;mY AGr,EEI-.ENT MJS~ 0[ GRANTED TD "THE C1TY CF Rl::WON fOR INSl-'ECTICII OF TIIE DDC'vts AO!J IAETC's SEPARA-;T ~IRE Sf'Rl~IKLER HANS iNCLUDINC INSTALLA"ilOfl OF DDC'/A '.liJ5T BE SUf!MITH'.D re REJ·ITON ;"IRE PP.[VE!fl1C/J OEl'AF?Tf'.l[NT roR -~f\/il·'W NID ,',PPRO'J/,L /,, S[O,\P.ATE FiPE SPRNl·:LER P~RMIT IS J1EQUIRED "1/"-•1,mTh or SiDEl',ALi'. 1-W•II, LINE TEE (1,1, z fl) WITH conCRETC:0 8LOCf'.ING ____ I __ I i l-__j -,--J {~/ATER t,IAlii _CCAfED I~ [ASWEJIT CN PRIVAfE f-'HOPl;i<IY SHALL /•!OT BE M::JRE l~AN 5C FEEi ·10 \:JIJILDIMG) 2-BRANCH 1/.',LV[ (FL " l.tJ) wm-VAl_~E BOX /\NO C)Vrn J.-CLASS 52 DUCTlcE RON f'l~E r,.;. 'MCI--MltllMU'/) ALL r1r: ,\W.) Fri~CS SI--ALL BE RCSTRA:i'IEO WIIH SHACKLE ROOS AN) CONCREE Tl--RUS1 \:JLIJCr-:s ~rn r<rPA AflD A.W•/1!>. SINll)AHDS- 1-P0St-•CIDIC/\10P. VALVE (1,1~) ~.1TH TMO."'EC/ SW rel! :S -;::--go· BENOS (FL x "L) ·,1n~ FLi\l'-JGED C:UCT'LE 1:w1,1 f'IP[ SPOOL 6-18" 1.0kG SPOOL (~L x PE) 7-FLANGE COL'PLl'IG ,\DN°TOR B-APPRO\IEI) CJCVf, OrJ 11Ali" LINE II~ HC~IZCNl/:.L 1-'0SITOri C>'JLY. (?~R LAT[ST CEPT. 01 HEALTH 1\P?RQVEI) LISi OF BACKf"LOW PRE'·,E'flON OEl/1::C~S; flO[fQM OF ODCVA SH;'-LI_ !,I; A MINIMUJ,1 Cf 24 ICJC:H A~OV~ FLC:JR LC:\iEL -'\~ID ~-OT HIGHER THAl'i 3 "[f"T ~i"Xlf,ll.J\I_ INSTALL ;, COf'lGFiETE PAD': OR AD,IJ5Tl'B'.E PIFC: SUP,~C~T C0LUl-.1t1S LNOU< ur;cv10, S--O.S & Y WL'JES TO BE RE'.:ILIEt<T SCAT!:'.D l'ilTH T1\MPER S'i/lTCHES • AC:C WIRING I,\ ACCORDi'.NcE WITH L & I 11)-~1ETEfEO 2/4 1/LH B''-PASS DCV/\ -5·1-PASS f,11::Trn S.--IALL BC A 3/4 flCH "SEN~US-ECil" SI/ POSITl•,E DISPLACEME,\IT METER C:OUif'PED WI [H f!.. e'El,10'( "1Ef,0 SENSCR "L/\E MUIJll~ED ON T--IC: OJTSIL•E Uf l.-.~ '.!IJ>Ll)INS 'M,1_1_ ~Ull.!J'o'IO '//~LL - PERIMETERS OF !/!NIMUM GLEA"MlCCS TO & P,\ll'dEO CCI FL.Cornn '.'\'HITE ENAMC:L PAIN r STl!IPE, Y,1 ril 2 NCf SEr;CILED BLAC.( LEr·rns ro SAY "DC tlOT BLOCK i\CCESS' ' ' 1 1/4"/,T. SLQ . .>£ '7 / " I </2"R I I 1/~"X:5" i:XPANSICN MATERIAL C'JRB RElL·C(t,1 CM.Y i1-S~,'1!,G TYf,E GR,\VIT( CHEC~ '/A:..VE, FLA'SGE '.'1ITH BALL DRIP 111 '/AULT OR OUTSIDE Slll.D'f-JG 1~-4"~ 4' < U" EiVL<_, ~l-~0'.'1. TJ-FE.-'.DED ~~_LJ,,_~- ' L . 4" 1 ·1 i--'AVE~IC:NT AS PER \ ____ S ANIJi'.RD CEM. CO/\lC_ CIJfiD AH) GL'TT[R SECTION A-A PL.'\/..JS SEE 5'·1EET 2.5.1 FCR f!O,',J'/iAV DE\l'ELOP\/U:T srAcJDAF!D5 JQlf!lS, J,:~11\' J:JINT, SHALL B£ PU,~CO :JOT TO ~XCECO 15' c;c flC•H L!:SS Td,\1-: 1c' C/C. 1~£Y SI-AL~ t-<Jr BE !.E05 Tlji'J'_ ~/16. :N 1H:u,,ss k'!U SHALL Sf: E~T;;rnco ~-iJc.l.Q"' lHC ,:;JTfER l.,\E. 1/2' TIIP.IJ .OIHS s11;,,_L ['[ PLACrn ,q fal.'. COCD a'CINJS •IS DIRECED BY c1ic11:En Ac,'0 SH~l'. ['<T8'1D I' BE'.O'il r.;()i;CilCTE. \,I-ERE THE ~;JC'./A,.{ 10 TO BE r.ACED AGAl~ST ""1-iE cu~e ANO WTJP, THE JC.iH s~~'-.l ~£ A CCL(: ,o,~T ,;r~ ,. 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RESTCRE AHOU~ID CLE#IO'H Rli'lG :..'SD covrn AS .~EQL:IRW BY STA.~0/\RD DEfAIL D~A\IM-!G BRJO f-- 1-, '<'-0" -'-- FIBC:R JO:NT Pt\CKIMG 2'-0" ; !\ ' \__ ._,_1;,., f:}/ PLUG SPECIF ED 8 OR 6 IKCH CLE.ANOUT ADOPTrn Ci'l'Y or JIB,~'JO'.'f S'NNDAflD ?L\};s WT Jl,IJ!,: l'.l3/~~U5 CO,'lCkE CLA5S TIGHT ---------~' "D"0'0 E~-----R~E~~SIOM I -1 I la1 IAccd D-WG. 1-JAMe-B:'.•76-' SP PAGF: 8076.1 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NOTES AND DETAILS .,..,,. i DESIGNED MCG J(Ji " DATE 7 /15/07_ FILE NO. 'i>' DRAWN BCW <,; '<-J'tliG ENGi~'<, CHECKED AS SCALE AS SHOWN FIELD BOOK APPROVED SHEET C5 DIRECTOR OF PUBLIC '1/0l<KS OF PAGE 5 ID 0 u V, ~ N 0 w z I '° "' m GI (L 0 z m 0 -:> w 0 m ---- I- I- I- I- I l/) l/) I a... a... a... ii 0 -"' "' .... - 0 z w 0 , t= m " 0 < " m • w ~ " w ~ ,-; t""' t""' z -~ u~ • m w-•' "'' -~ ~-- <0 z~ ;i. '>l°S "z ffio ,s • 0 " i , ~ 0 • w 0 _,_; "-Q) 0 V) -i': 0 3: u .D :J (L "-CJ, C ~ :J fD "-c,, C C C a ii: C 0 6 w " j [L z 0 ~ IE 0 z <( CJ z I= z j [L w [L <( 0 en 0 z j 8 > 0 " " ~ fr'. [L [L <( w ';,: 0 >-OJ z 0 vi Ci fr'. N ..-ci z ------------------------·-·---------------------------------,---------------------------------------------------------------____;------~-----, c..ANv;.,C/\Pc: i·LANliNG NOTES AND MATERIALS SCOPE OF WOA< FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED lrEMS NECESSARY TO ACCOMPLISH TOPSOIL. TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIE!.1 PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEaRIS REMOVAL, AND 90-DAY MAfNTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKJLLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED. WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBJLITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE DR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESUU OF WORK, OR WORK NOT IN COMPLIANCE WJTH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, HEPAIR ALL EXISflNG PL,A,NrlNG AREAS BY PRUNING DEAD GROWTH, RE-ESTA8LJSHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO TrlE IRR/G.A,-flON SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PL.ANf MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. JO-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVJDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR JO DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996), PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "8 & B" INDICATES BALLED AND BURLAPPEO; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALJPER AT 6" ABOVE SOIL LINE; HGAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINJMUM ACCEPTABLE CONTAINER OR BALL SJZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LNE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PWifS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY ANO DESICCATION. PL.ANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. SOIL PREPARATION: TOPSOIL. AMENDMENT, AND BACKFILL. ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIHED OR NOT REQUIRED BY THE SOILS REPORT . SOIL FERTILl"IY AND AGRICULTURAL SUlfABllllY ANALYSIS: AFrER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN 1WO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIREC rrn BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-65-3-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST lfA05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR RE.VIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DErERMJNING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PL.ANS AND NOTED HERE-IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESUUTNG FROM CONTAMINATED OFF SITE SOURCES . B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFJC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/.3 BY VOLUME SANDY LOAM, 1/.3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. C) PLANTING BACJ<FJLL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: t. 0.6-CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4-CUB)C YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (JB-0-0) 4. 1-POUNDS AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) TOPSOIL PREPARATION AND INSTALV,TION: 1, VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. VERIFY SUBGRADES TO -4 !NCHES BELOW FINISH ELEVATION IN ALL SEED AREAS. IHIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2. ERAOICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GR<\DE PREPARATION . .3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A DEPrH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARJfY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PlANTINGS NOTED TO REMAIN WITH I /AND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE Pl(IOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO Hl INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOHOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) TOPSOIL PLACEMENT: PlACE 2 INCHES OF TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOr!LL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB-GRADE FOR A rorAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR TOPSOIL OVER THE AMENDED SOil AS A SURFACES COURSE. PL.ACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS IN SEED AREAS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINC HEMLOCK/FIR BARK. STAKES: . 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-JNCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, .3/8" DIAMETER RUBBER. NO WIRE. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE ARLJ\S. FINISH ELEVATIONS TO BE DEFINED />S .3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FDR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FJN!SH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SJTE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SI/RUBS; ARRANGE TREES SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STME OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, PS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2-INCH DEPTH. PLANTING MAINTENANCE; CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEf"TANCE OF lANDSCAPE INSTALLATION. PL.ANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESmlNG PlJ\NTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISH/NG SffiLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PL.ANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTNNED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTION/NG IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. Pl.At-HING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL Of ALL Pl/INT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. LANDSCAPE PLAN.TING AND IRRIGA-rlON PLA ~----2" MULCH LAYER ---· FEAHIER EXCESS~--~-~ SOIL UNDER MULCH 1" MULCfl AT CROWN 1 /2" ABOVE GRADE 1" ABOVE GRADE }'~" :-.~. :\-~i- NOTE· ,. BEO/,..---.,o::,1JIM> REMOVE CONTAJNER Jc WORK ROOTS . ;~ FREE OF SOIL. BACKFILL TO SE SEITLED USJNG WATER ONLY SEE PLANT UST FOR PLANT SPACING GROUNDCOVER PLANTING DETAIL. NOT TO SCALE \ -SPACING AS CALLED OUT ON PLAN/PLANT LIST BEU LINE EDGE--~ CURB/WALK~·- HOLD PLANTS FROM _ / EDGE OF PLANTER / AS NOTED ON PL.ANT LIST =='=,'========" NOTE: PLANT MATERIAL SPACING DETAIL THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NO"T TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING------~~----, PlACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED--~ NOTE: KEEP ROOTBALL IJOl3T AND PROTECTED AT All TIMES. HOLD CROWN OF ROOT8ALL AT OR JUST ABOVE FINl'>H (!~NJE. PROfECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WAfER ONLY - NO MECHANICAi.. COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LOOGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK~-, TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GRDWING SEASON PRDIECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLAflON -- REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK 8" TO 10"--~----~ FINIS/ I GRADE -£ PREPN/E PLANTING BED PER SPEC'S; AT MJN., LOOSEN AND MIX_______/':~r. - SOIL ro 1 s· OR DEPTH OF ROOTBAU J,ND 4 TIMES SALL DIA. REMOVE Al I WRAP JJES AND CONTAINERS ---------~/ SCORE ROOT8ALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTIJRBED BASE OR COMPACTED MOUND UNDER BAU. PENErRAnON TO SU8BASE (+) 24"------------ TREE PLANTING/STAKING DETAIL NOT TO SCALE 6" POP ____ ___,. I --G::r~-6" CLR. OF r' OBSTRUC IION SPRINKLER FLUSH WITH MULCH • " •• ·-. 4 SPRINKLER ----- MARLEX NIPPLE _.,..-i,;----~ LATERAL -----------t,--.; ~JOTE: MANUFACTURER'S LIMITS PREVNL FOR INSTALLATION AND ADJUSTMENTS ~~MULCH CONlJITION \ ~FINISH GRADE ~--ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) =========-------.MAR LEX 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLCT ONLY) PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 21" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE POP-UP RISER ASSEMBLY NOT TO SCALE IRRIGATION NOTES z > l. PROVIDE A COMPLETE, OPERABLE, AND AUTOMATIC MODIFICATION TO THE EXISTING IRRIGATION SYSTEM FOR ALL NEW LANDSCAPE AREAS !DENTIFIEO ON THESE DRAWINGS. 2. VISIT SITE AND VERIFY LOCATIONS OF ALL EXISTING IRRJGAflON COMPONENTS AND COVERAGE PRJOR TO COMMENCEMENT OF WOHK. PROMPTLY NOTIFY THE GENERAL CONTRACTOR OF ANY CONFLICTS OR OBSTRUCTIONS. 3. PROVIDE PROTECTION OF All PROPERT(, WORK IN PROGRESS, EXISHNG u\NDSCAPE AND EXISTING IRRIGATION SYSTEM. N..L DAMAGE CAUSED BY THE CONTRACTOR TO BE REPAIRED TO MATCH EXISTING CONDITIONS, BEFORE CONSfRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 4. AT All TIMES MAINTAIN IN PROPER WORKJNG ORDER ALL EXISTING !RRIGAflON SYSTEM THROUGHOUT CONSTRUCTION. 5. CONNECT NEW IRRIGATION COMPONENTS TO EXISTING IRRINGATION SYSTEM AS REQUIRED. USE EXISTING E!ACKFLOW DEVICE ASSEMBLY, IRRIGATION WATER METER, MAINLINE, ETC. AS REQUIRED. 6. REMOVE EXISflNG IRRIGATION SYSTEM AND COMPONENTS, AS REQUJRED, PRIOR TO NEW CONSTRUCTION, CAP (WATER TIGHT) ALL MAINUNE, LATERALS, CONTROL WIRES, ETC., FOR MODIFICATION AND/OR RECONNECrlON. 7, OBTNN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURERS WRITTEN SPECIFICATIONS. B. CON fRACTOR TO BE RESPONSIBLE FOR ANY AND ALL COORDINATION WfTH GENERAL AND SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR WORK. 9. GENEHAL CONTRACTOR ANO IRRIGAHON CONTRACTOR TO COORDINATE AND :JERIFY: A. 8. C. D. EXISTING 11 OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLlJOtNG WIRE HOOK-UP INTO MOUNTED CONTROLLER. EXISTING IRRIGATION/SERVICE Mr-rrn. STATIC WATER PRESSURE AT POINf-OF-CONNECTION (P.o.c.) CONTRACTOR TO NOTIFY OWNER AND BARGHAUSEN CONSULTJNG ENGINEERS, INC. OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. INSTALLATION OF SLEEVING AND CONECTION TO EXISTING SLEEVE AS INDICATED ON DRAWINGS. 10. SYSTEM HAS BEEN DESIGNED FOR 80 GPM AT 85 PSI. 11. All WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S WRlrrEN SPECIFICATIONS. 12. MAINLINE PIPE TO BE BURIED 24 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 13. EQUIPMENT POSITIONING JS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS. 14. PROVIDE OWNER WITH TWO (2) SETS nAS-BUILT" DRAW1JNGS AND OPERATOR'S MANUALS UPON COMPLETION. 15. FAMIUArilZE FAClllfY OPERATOR WJTH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 16. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON wmTIEN APPR0\/1\L OF OWNER'S REPRESENTATIVE. 17. EXISTING LANDSCAPE IRRIGATION INFORMATION BASED ON "RECORD DRAWINGS~ BY BARGHAUSEN CONSULTING ENGINEERS, INC., KENT WASHINGTON, DRAWINGS DATED JUNE 11, 2007. ·~--------- HARPER E:NGINEERING ADDITION SW 1/ 4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. 0 10 20~ ___ ___.,40 LANDSCAPE PLANT MATERIAL LEGEND SYMBOL 0 I -.. , ____ .,.,/ 0 BOTANICAL/COMMON NAMES TREES: ACER RUBURM 'RED SUNSET' / RED SUNSET MAPLE SHRUBS: ABELIA VAR. 'EDWARD GOUCHER' / PINK ABELIA GROUND COVERS: AHCTOSTAPHYLOS UVA URSI / KINNIKINNICK EXISTING LANDSCAPE EXISTING LANDSCAPE SIZE CONDITION 1.5" CAL. B & B SPACING AS SHOWN 18" -21· 4' o.c. CONTAINER 4" POT 12· o.c. QUANTITY 13 AS REQ'D REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR FOR STREET TREE USE, BRANCHED AT 6' HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO REMAIN, SAVE, AND PROTECT TO BE REMOVED LANDSCAPE IRRIGATION LEGEND SYMBOL [> • t~~ :-SHO'i/N NOT SEOWN @ ® DESCRIPTION SPRINKLER HEADS: RAINBIRD 1806 POP-UP FOR SPRAY HEADS; NOZZLE PSI GPM PRECIP. RADIUS RAINBIRD 15 F, TQ, TI, H, T, Q -SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.58 15' EXISTING RAINBIRD 100 PEB ELECTRONIC REMOTE CONTROL VAlVE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO THE START OF ANY CONSTRUCTION EXISTING RAINBIRD ESP-12-LX CONTROLLER, VERIFY SIZE, LOCATION, AND WORKING CONDITION ON SITE PRIOR TO THE CONSTRUCTION, TO REMAIN IN USE EXISTING WILKINS 950 XLT-1" DOUBLE CHECK VALVE WITH WILKINS 600 PRESSURE REDUCING VALVE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO THE START OF ANY CONSTRUCTION, TO REMAIN IN USE LATERAL LINE WATER TIGHT PIPE CAP P 0.C. TO EXIST:NG LATERAL LINE AS NOTED ON PLAN ---· -• -• -E/ISTING MAINLINE -CLASS 200 PVC, 1 1/2" SIZE, TO REMAIN, SAVE, AND PROTECT, VERIFY SIZE AND LOCATION ON SITE PRIOR TO THE START OF ANY CONSTRUCTION, TO REMAIN IN USE -------LATERAL -CLASS 200 PVC (12" COVER); 3/4" SIZE, VERIFY CONNECTION LOCATION ON SITE PRIOR TO THE START OF ANY CONSTRUCTION EXISTING IRRIGATION SYSTEM TO REMAIN, SAVE, PROTECT, AND/OR MODIFY AS REQUIRED '<;,;;-,;;·~"'~="=~ ~~~~~~~:~tt~~~~~~~~~ EXISTING IRRIGATION SYSTEM TO BE REMOVED AND REMAINING SYSTEM TO BE MODIFIED AS REQUIRED ''''''''' ,,,,,,,,, ,,,,,,,,, ,,,,,,,,, ,,,,~~''''''''' IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY'. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. ~----2" MULCH LAYER -1" MAX. TOP OF CURB TO TOP OF MULC/-/ CURB ' • • ---"1£f®@l1@illl 0 Planning Division ~lP1 [@, o VL'*'~S?' B MULCH AT CURB DET All DEVELOPER: NOT TO SCALE RECOMMENDED FOR APPROVAL BY ______ _ BY CHECKED FOR COMPLIANCE TO CITY STANDARDS - Dote ______ ., UR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGHA TURE) Dato EXPIRES: 12/15/12 HARPER ENGINEERING 700 SW 7TH STREET RENTON, WA 98057 EJ:ltiNEER: . BARGHAUSEN CONSULTING ENGIN[ERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI LL y--) '-JI i . \ I X ~ NEW EXTRUDED CURB \ \ \ \ \ u r \ \ u \ ' \ I I \ o/ w>· , '2:-«.: I 0',1:/ _J ------~_} " " " J LANDSCAPE PLANTING PLAN / I I I ! \ EXISTING MAINLINE TO REMAIN P.O.C. NEW LATERAL LINE TO EXISTING LATERAL LINE FROM VALVE f1 X LVE #1 r ~ I 0 ~ w>· , z<1 0,?:; I I ' CAPrXISTING LATERAL LINE WITH/WATER TIGHT CAP <~/ / ,c_) "'-/ v ~1 I CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DESIGNED AMS DRAWN AMS CHECKED 0KB APPROVED LANDSCAPE PLANTING AND IRRIGATION PLAN HARPER ENGINEERING ADDITION DATE 12,121,,110 Al.ENO. SCALE RELDBOOK DIREC fOR OF Pl/8LIC '//QRKS SHEET L1 ---·--·-OF PAGE_ 1 . "' • '~ -I "' , 0 ~ I 0 "' N "' , TI :e I 0 u) N V) w 0 0: 0.. ....) 'i: 0.. 0 ru 0 0 V) D> , TI _, I 0 "' / "' C ·c • ru .s "' C ru / 0 "' / " 0 0 0 "' < Q ru L': ~ ~ "") w 0 m I I I I I ' ,' ' I :) I I I 11 ,• \ I I/ ' \,i;: I' ' . ' \ I- I- I- I- I (/) (/) I c.... c.... c.... 0 0 0 z w 0 -, fi ~ w " " ~ ~ w " ~ " w ~ ~ 0 ~ C 0 ~ " ti.) ~ 0 ,_ 0 _, " 0 z " ~ I • 0 u ~z Oo ~~ ~z ...... i:£1 up::: ~~ '11 ., .. a " o• .~ ,,,o -rn o• :l;o zX z ~i ~0 " G z -Q_ OJ 0 VJ -" ~ 0 ;;: . ',) .a ::, [L "-... "' C -0 ::, rn "-... "' C C C 0 [L w ~ 0 z 0 (/) Gi [l'.'. 0 z 0 1"=20' 10 40 20 ,'-------, \ LANDSCAPE PLANT MATERIAL 1LEGEND SYMBOL 0 0 0 • 8 ~ ·-:~~-~~- :.L~.:: .. :....:::,.:::<;·: .. ~-·· .• :_···-· , .. BOTANICAL/COMMON NAMES TREES: ACER RUBURM 'RED SUNSCT' / RED SUNSCT MAPLE PYRUS CALLERYANA 'CAPITAL' / CAPITAL ORNAMENTAL PEAR EXISTING TREE SHRUBS: ABELIA VAR. 'EDWARD GOUCHER' / PINK ABELIA PRUNUS LUSITANICA / PORTUGAL LAUREL NANDINA DOMESTRICA 'HARBOR DWARF' / HARBOR DWARF HEAVENLY BAMBOO GROUND COVERS: ARCTOSTAPHYLOS UVA URSI / KINNIKINNICK FRAGARIA CHILOENSIS / ORNAMENTAL STRAWBERRY EXISTING LANDSCAPE SIZE CONDITION 1.5" CAL. B&B 1.5" CAL. B&B 18" -21" CONTAINER 21· -24" CONTAINER 18"-21· CONTAINER 4" POT 4" POT SOD SPACING QUANTITY AS SHOWN 5 AS SHOWN 4 4' o.c. 72 5' o.c. 6 3' o.c. 20 12" o.c. AS REQ'D 12'' o.c. AS REQ'D COVER AS REQ'D REMARKS . ·• ' ', " '' ... • . . .. , ' ',''. X I X STAKE & GUY ONE GROWING SEASON: NURSERY GROWN FOR STRECT TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STRECT TREE USE, BRANCHED AT 6' TO REMAING, SAVE, AND PROTECT HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO MATCH EXISTING MIX TO REMAING, SAVE, AND PROTECT TO BE REMOVED LANDSCAPE PLANTING PLAN SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M. .. '" , / ' X I ' ! ' ,.,.,.,,:,:,:· =.:_,.J.J,'.·.•·x<.x_,_i,:_,.:_,.::_·_,._·:_._·:_,_:_=:_ ·:::::::,: ::·;:::;::,:(_.' . . .. '• ··-:-·::/% :\:(:·;::;:>:=·:· :2:::: PROPOSED BUILDING F.F. 22.7 / / / / / f~-ut~--,rezflB-',r·--·:::::ttm·~--~,,:::t_4;,;:w-··---~mfiili 1 ij! ----., ,-~---••--"'----•e-, -= ----~,·-·}~~•,\ --¢,µ-~1----------- / / ~1 u ./ r-, ./ ,·, L., / i,_, / (' / / / // C // / / \ ('• LANDSCAPE NOTES TOTAL SQUARE FOOTAGE OF THE SITE INCLUDING BUILDING FOOTPRINTS 96,749 S.F. (2.21 AC). 1-_ TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA; TOTAL SQUARE FOOTAGE EXISTING 78, 125 S.F. TOTAL SQUARE FOOTAGE PROPOSED 3 563 S.F. TOTAL 81,689 S.F. 3. TOTAL SQUARE FOOTAGE OF BUILDING FOOTPRINT 17,818 S.F. 4. PERCENTAGE OF LOT COVERED BY BUILDING 21.8%. 5. PARKING· ADA 4, COMPACT 33, STANDARD 41. 6. SQUARE .FOOTAGE OF PARKING LOT LANDSCAPING PERIMCTER AND INTERIOR 4, 660 S.F. \ \ \ STATE OF WASHINGTO ~- REGISTE / LANDSCAP 7 TECT / GER CA TE NO. 706 AR~ M, SEIDEL • {VALID LY WITH SIGNATURE) '·J DEVELOPER: ) PUGET SOUND ELECTRICAL j APPRENTICESHIP AND TRAINING TRU!f[ 5700 -6TH AVE. SOUTH, SUITE sOO SEATTLE, WA 98108 I (206) 763-7755 l CONTACT: BILL BOWSER J ENGINEER: 18215 72ND AVENUE sour~ KENT, WA 98032 ( 425)251-6222 (425)251-8782 Fflf, I l j l ' / C () Ji 0 -t-.... I!' «,' ~,,. '<,4- 1lvG ENGi~'<, 0 z () u CITY OF RENTON " ------·1---·---- Ii .c II 11 ..... ---1-1-......... - W~-~----___ q -- II'.> Ii> 11 11,CI) II 'I II ,, II 11 JI ii 11 11 II /i II 11 , I II II Ii it Ii i ! Ii 11 11 i I I! 11 11 Ii !i 11 11 11 I! 'I~ - I! ii II Ii V, 1/) 1/) 1/) DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLANTING. PLAN . ., DESIGNED AMS . ( C DATE DRAWN AMS 6/11 /07 FILE NO. CHECKED _I\~ SCALE ---·----FIELD BOOK PACE. __ L1 4 APPROVED SHEET OF DIRECTOR Of PUBLIC '1/CRKS 0 z ID 0 '"') w 0 CD \ I- I- I- I- I (/) (/) I a.. a.. a.. 0 u ~ ~ ~ ''" ~ ~ ~ w <L " <L w ~ " 0 ~ ~ 0 ~ <L w ~ 0 ~ g ,, ~ w ~ X 8 0 c 0 0 • ~z Oo ~~ ~z -i:£l u~ ~"' 11 ., .. a m .-"' o" -~ o- ~9 "'Z z ~ 0 -Q_ w 0 f/l -"' '-0 :a: u :a ::, (L "' '" C " ·s m "' '" C ·c C 0 (L ::::; ::, !;= 0 8 > 0 <L " ~ 0:: 0.. 0.. -< w !;= 0 >-m z 0 (/) G'.i 0:: 0 z LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZERS, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM FOR FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE -DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE-MULCHING TO SPECIFIED DEPTH. REPAIR OF EXISTING IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE EXISTING IRRIGATION SYSTEM TO MATCH OR BETTER THEN CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE BY OWNER OR THE OWNER'S REPRESENTATIVE. 30-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING COMPLETION ACCEPTANCE BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCftfE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE PROJECT SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES QR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM THREE QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL OF REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. CON rRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPROVALS. PROVIDE OWNER AND LANDSCAPE ARCHITECTS WITH COPIES OF ALL APPROVALS. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO SOIL AND PLANT LABORATORY, BELLEVUE, WASHINGTON PHONE: 425-746-1665 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED AND WILL BE USED, A TEST IS TO BE COMPLETED FOR IT, ALSO. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST-CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) IMPORT TOPSOIL: TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOIL, INC. WINTER MIX TO CONSIST OF 1/3 .BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1 /3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL SURFACE SOIL ON-SITE MAY MEET TEXTURAL CLASSIFICATION AS NOTED ABOVE. PROVIDE AMENDMENTS AS NOTED BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE-IN. ' I 'T· ''/2''/''';·· -,~C!.B/ 1me:r .,. LC-_,. ,_-, ·, LANDSCAPE PL~NTING NOTES AND DETAILS SW 1/ 4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. D) IMPORT TOPSOIL/NATIVE SURFACE SOIL/STOCKPILED TOPSOIL AMENDMENTS: MODIFY SOIL AFTER INSTALLATION IN ACCORDANCE WITH THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: , 1. 6-CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON~FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30-POUNDS NITROFORM (38-0-0) 3. 5-POUNDS AMMONIUM SULFATE 4. 40-POUNDS CALCIUM CARBONATE LIMESTONE 5. 40-POUNDS DOLOMITE LIMESTONE 6. 5-0UNCES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO SOIL. E) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6-CUBIC YARDS PER VOLUME TOPSOIL Of! NATIVE/STOCKPILED TOPSOIL 2. 0.4-CUBIC YARDS ORGANIC COMPOST. 3. 3-POUNDS NITROFORM (38-0-0) 4. 1-POUND AMMONIUM SULFATE 5. 2-POUNDS CALCIUM CARBONATE LIMESTONE 6. 2-POUNDS DOLOMITE LIMESTONE F) IMPORT TOPSOIL, NATIVE/STOCKPILED TOPSOIL PREPARATION AND INSTALLATION: VERIFY SUBGRADES TO -7 INCHES BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS, EXCEPT AREAS NOTED ON PLANS. THIS IS TO ACCOMMODATE FOR TOPSOIL NATIVE /STOCKPILE TOPSOIL, AMENDMENTS, AND MULCH LAYER. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB-GRADE PRIOR TO SUB-GRADE PREPARATION THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB-GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT OR AROUND EXISTING PLANTINGS AND/OR EXISTING IRRIGATION SYSTEM NOTED TO REMAIN WITH HAND TOOLS. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB-GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. G) IMPORT TOPSOIL, NATIVE/STOCKPILED TOPSOIL PLACEMENT: PLACE 2 INCHES OF TOPSOIL, NATIVE/STOCKPILED TOPSOIL AND AMENDMENTS OVER THE PREPARED SUB-GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASS~S INTO THE TOP 6 INCHES OF SUB-GRADE FOR A TOTAL DEPTH OF 8 INCHES. PLACE AN ADDITIONAL 2 INCHES LIFT OR IMPORT TOPSOIL, NATIVE/STOCKPILED OVER THE AMENDED SOIL AS A SURFACES COURSE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET 'FINISH ELEVATIONS OR IN AREAS INDICATED TO BE MOUNTED. BARK MULCH (TOPDRESSING): ONE-HALF-INCH (1/2") SIZE, TO ONE-INCH (1''), I.E., "MEDIUM," HEMLOCK/FIR BARK. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. LAWN: COMMERCIAL SEED AS NOTED ON PLAN. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI-DESICCANT: "WILT-PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMCTER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FFWM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS NOT COVERED BY LAWN AND/OR SEED. APPLY SUFFICIENT QUANTITY TO PROVIDE A 3-INCH COMPACTED DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING AND IRRIGATION MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION SYSTEM: SEE NOTES ON SHEET L-4. 2" MULCH LAYER (COMPACTED DEPTH) j ,..---1 " MAX. TOP OF CURB TO TOP OF MULCH 4 MULCH AT CURB DETAIL NOT TO SCALE NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH --~ OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" TYP. MIN. OR AS NOTED SOIL LINE: 3" IN MULCH, FLUSH IN TURF SUBGRADE -----~~ ===~ REMOVE EXCESS GRAVEL AND PAVING CURB • ' I..O .• -l -1, ~--TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 1 O' MAX. SPtCING o• ·o 12" MAX. LIP "'~, ' •, I PAVING SECTION (DEPTH VARIES) \ GRADING IN PARKING LOT PLANTERS DETAIL (TOPSOIL PREP.) \ NOT TO SCALE FINISH GRADE AT 4:1---~ SLOPE (MAX); 2% SLOPE (TYP. MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) ~-2" MULCH LAYER (COMPACTED DEPTH) TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. /WITH COMPACTtD MULCH) SIDEWALK:---1 ' \ ' ' \ 1 I 1 ' , 1 LAWN CONDITION MULCH CONDmON (CURB SIMILAR) 1 \ PLANTER SECTION DETAIL NOT TO SCALE STATE OF WASHINGTO REGISTE LANDSCAPE:,,AJ~CJ,.tt1EC l • 1 I 1 l DEVELOPER: PUGET SOUND ELECTRICAL ij APPRENTICESHIP AND TRAINING TRUST 5700 -6TH AVE. SOUTH, SUITE !0 00 SEATTLE, WA 98108 , (206) 763-7755 · CONTACT: BILL BOWSER J ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX ! 4 I 2" MULCH LAYER .------(COMPACTED DEPTH) FEATHER EXCESS ,-----SOIL UNDER MULC~H~---- 1" MULCH AT CROWN -- 1 /2" ABOVE GRADE 1" ABOVE GRADE-~ LESS THAN 1 QAI ( PLANTED Ba=OAE MIA.CH ) 1 ClAL CONTAtER end LA110ER ( PLANIB) BEi ORE MIA.CH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM-~ EDGE OF PLANTER AS NOTED ON PLANT LIST Q SPACING AS CALLED OUT ON PLAN/PLANT LIST BED LINE EDGE--~ CURB/WALK~ HOLD PLANTS FROM _ / EDGE OF PLANTER / AS NOTED ON PLANT LIST ============== NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SPACING DETAIL NOT TO SCALE PRUNE DAMAGED 1WIGS AFTER PLANTING-----------~ PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED--- NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE PROTECT TRUNK AND LIMBS FROM INJURY BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN-LOCK--, TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION --~ #-<11----t REMOVE AT COMPLETION OF PLANTING LAWN PLANTING· PROVIDE 3'~ "NO GRASS" TREE RING & 3" DEEP MULCH LAYER (COMPACTED) IN WELL HOLD BACK FROM TRUNK 8" TO 10'' FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX-~· ~A!'-..:.:)>f""~[/ SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. . REMOVE ALL WRAP. TIES, AND CONTAINERS ________ _,, SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SE! BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24"------------_, DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE CITY OF RENTON DEPARTMENT C>F PUBLIC WORKS LANDSCAPE PLANTING NOTES AND DETAILS 11 n DESIGNED AMS r=="-=="'==~c:D::A::.TE:_=6/=1=1=/0=7===-ff.:::IL::.E:..:NO::.·~=====-J DRAWN AMS 1 CHECKED AS SCALE RELD BOOK PAGE SHEET L2 OF 4 APPROVED DIRECTOR UF PUBLIC WORKS 0 z m 0 '-") w . 0 CD I- I- I- I- I (,() (,() I 0.. 0.. 0.. 0 u 0 z rn 0 ~ ~ ~ w ~ C ~ ~ w C < C Ci u " ~ • ~ 0 ~ ~ 1--t u ~"' ·~ .. • • .-~~ • o- ~Q z .::; .J <J~ ez "o ~r:, " 0 z 0 z 0 z C ~ 0 ~ " 0 z 0 ~ z ~ ~ -JI z I ..; a. " 0 II) -"" '-0 ;s:: • <,> .(l ::J Q_ " "' C '6 ::J (D " "' C C C 0 a.. C 0 t;; w r a ~ " • ~ 0:: [l.. [l.. .,: w ~ 0 )- (D z 0 (J) GJ 0:: () z ' j[ 1"=20' 0 10 20 40 110, r 0~J \ NEW 1 1/2" IRRIGATION MAINLINE IN LANDSCAPE AREA , .,,.-RELOCATE EXISTING r·· VALVE AND MODIFY SYSTEM AS SHOWN .,~-· ro ,,/ 1" 31.5. ' RELOCATE.EXfslllm VALVE-AND MODIFY §YSTEM P<S SHOWN REMOVE EXISTING IRRIGATION MAINLINE LANDSCAPE IRRIGATION LEGEND SYMBOL 0 0 • C> D • 0 P.O.C . @ DESCRIPTION SPRINKLER HEADS: RANBIRD 1804/1806 POP-UP FOR·SPRAY HEADS; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATIERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS RAINBIRD 5 F, H, T, Q, -SERIES 30 0.41. 0.20. 0.13, a. 1 a 1.58 5' RAINBIRD 10 F, H, T, Q, -SERIES 30 1.58, 0.79, 0.53, 0.39 1.52 1 O' RAINBIRD 12 F, TQ, TI, H, T, Q -SERIES 30 2.6, 1.95, 1. 7 4, 1.30, 0.87, 0.65 1.74 12' RAINBIRD 15 F, TQ, TI, H, T, Q -SERIES 30 3.70, 2.78, 2.48, 1.85, 1.23, 0.92 1.58 15' RAINBIRD 15 SST, EST 30 1.21, 0.61 4'x30'/15' EXISTING RAINBIRD 100 PEB ELECTRONIC REMOTE COfrTROL VALVE, VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION, RELOCATE AS NOTED ON PU EXISTING RAINBIRD ESP-12-LX CONTROLLER, VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION, TO REMAIN IN USE EXISTING WILKINS 950 XLT-1" DOUBLE CHECK VALVE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO CONSTRUCTION EXISTING WILKINS 600 PRESSURE REDUCING VALVE, VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTION P.O.C. TO EXISTING MAINLINE AND/OR LATERAL LINE AS NOTED ON PLAN -···-···-··-··-···-···-EXISTING MAINLINE -CLASS 200 PVC, 1 1/2" SIZE, VERIFY SIZE AND LOCATION ON SITE PRIOR TO CONSTRUCTION, TO BE MODIFIED AS REQUIRED -• -. -. -. -MAINLINE -CLASS 200 PVC ( 18" COVER); SIZE PER PLAN -------LATERAL -CLASS 200 PVC (12" COVER); SIZE PER PLAN ============= SLEEVE -CLASS 160 (SDR-26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN TYPICAL VALVE CALL-OUT VALVE STATION NUMBER VALVE GPM VALVE SIZE EXISTING IRRIGATION SYSTEM TO REMAIN, SAVE, PROTECT, AND/OR MODIFY AS REQUIRED rs;-,.:-,;·,:;.;·\·s:·.; ,;-·-._:,--, . '--.. ,. -, ., -, 2; j; j j; t: EL: E 1; j EXISTING IRRIGATION SYSTEM TO BE REMOVED AIND REMAINING SYSTEM TO BE MODIFIED AS REQUIRED ,, "'·, '·-'' \_, _ _-. -, ',., ,,_._-, . '-',_-.l 0 EXISTING TREE TO REMAIN, SAVE, AND PROTECT NOTES IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. LANDSCAPE PLANTING PLAN SW 1/ 4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M. I X I ' ~.-----,--- f}-------· --- '· 7 I PROPOSED BUILDING F.F. 22.7 ' "' --· ''' -·--· "' ::.: c:c -! ·--, EXISTING VN....1/E TO BE MODIFJED AS SffOWN THUR . SEIDEL ERTIFICATE NO. 706 (VALID ONLY 111TH SIGNATURE) \ 1 ' DEVELOPER: j PUGET SOUND ELECTRICAL l APPRENTICESHIP ANO TRAINING TRUST 5700 -6TH AVE. SOUTH, SUITE l20D SEATILE, WA 98108 1 (206) 763-7755 :\ CONTACT: BILL BOWSER ENGINEER: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAA / / C " ~ 0 '1-' <l',::, ">' ( )' '<-<I, ltyG ENGi~'<,. CITY OF RENTON , I I, I' Ii II 11 Ii 11 II Ii I 1 !! !l II i J 11 11 DEPARTMENT OF PUBLIC WORKS (/) (/) (J) V, V, LANDSCAPE IRRIGATION PLAN II " DESIGNED AMS DATE 6/11/07 DRAWN AMS FILE NO, CHECKED AS ·-SCALE ------FIELD BOOK_,_ PAGE_ APPROVED DIRECTOR OF PlJBLIC-\~ORKS SHEET __1.3 _ OF 4 () z CD 0 J w 0 a:i 0 u ii z w 0 ~ ~ ~ ,o u ~ " ~ ~ u ~ < ~ w ~ ~ 0 ~ " 0 ,, ~ w ~ 0 " 0 _, " g w ~ 0 ~ E---u .,. ~,., ; 0 w-w' w" -5: o- ~~ :;,i.:.; ~~ ~g " 0 " z 0 E--z ~ ~ 11 z I -Q. Q) 0 {I) -" ... 0 3:: .'< .0 :, 0. "-"' C "lJ :, ID "-"' C C C: 0 0. ~ ,c ::JO~ 5.., 6 ww" rD :J08 O"< Wo zW " w :.,: ~ 5 ci u e 0 u l w i • w w < a:: 0. 0. ...: w ';;: 0 >-m z 0 (/) Gj Ct'. c:i z LANDSCAPE IRRIGATION NOTES AND DETAILS IRRIGATION NOTES 1. PROVIDE A COMPLETE, OPERABLE, AND AUTOMATIC MODIFICATION TO THE EXISTING IRRIGATION SYSTEM FOR ALL NEW LANDSCAPE AREAS IDENTIFIED ON THESE DRAWINGS. 2. VISIT SITE AND VERIFY LOCATIONS OF ALL EXISTING IRRIGATION COMPONENTS AND COVERAGE PRIOR TO COMMENCEMENT OF WORK. PROMPTLY NOTIFY THE GENERAL CONTRACTOR OF ANY CONFLICTS OR OBSTRUCTIONS. 3. PROVIDE PROTECTION OF ALL PROPERTY, WORK IN PROGRESS, EXISTING LANDSCAPE AND EXISTING IRRIGATION SYSTEM. ALL DAMAGE CAUSED BY THE CONTRACTOR TO BE REPAIRED TO MATCH EXISTING CONDITIONS, BEFORE CONSTRUCTION, AT NO ADDITIONAL COST TO THE OWNER. 4. AT ALL TIMES MAINTAIN IN PROPER WORKING ORDER ALL EXISTING IRRIGATION SYSTEM THROUGHOUT CONSTRUCTION. 5. CONNECT NEW IRRIGATION COMPONENTS TO EXISTING IRRINGATION SYSTEM AS REQUIRED. USE EXISTING BACKFLOW DEVICE ASSEMBLY, IRRIGATION WATER METER, MAINLINE, ETC. AS REQUIRED. SEE IRRIGATION NOTE 23. 6. REMOVE EXISTING IRRIGATION SYSTEM AND COMPONENTS, AS REQUIRED, PRIOR TO NEW CONSTRUCTION. CAP (WATER TIGHT) ALL MAINLINE, LATERALS, CONTROL WIRES, ETC., FOR MODIFICATION AND/OR RECONHECTION. 7. OBTAIN ANO PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURERS WRITTEN SPECIFICATIONS. 8. CONTRACTOR TO BE RESPONSIBLE FOR ANY AND ALL COORDINATION WITH GENERAL AND SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH THEIR WORK. 9. GENERAL CONTRACTOR AND IRRIGATION CONTRACTOR TO COORDINATE AND VERIFY: A. EXISTING 11 av ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. B. EXISTING IRRIGATION/SERVICE METER. C. STATIC WATER PRESSURE AT POINT-OF-CONNECTION (P.O.C.) CONTRACTOR TO NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING AND CONECTION TO EXISTING SLEEVE AS INDICATED ON DRAWINGS. 10. SYSTEM HAS BEEN DESIGNED FOR 80 GPM AT 85 PSI. 11. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 12. ALL VALVES TO BE PLACED IN "CARSON" VALVE BOXES WITH BOLT-LOCK LIDS (OR EQUIVALENT). SET BOXES 3 INCHES HIGHER THAN FINISH GRADE. 13. MAINLIHE PIPE TO BE BURIED 24 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 14. EQUIPMENT POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO CURBS. 15. PROVIDE OWNER WITH TWO (2) SETS "AS-BUILT" DRAWINGS AND OPERATOR'S MANUALS UPON COMPLETION. 16. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 17. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. SHOW ALL WIRE SPLICING ON "AS-BUILT" DRAWING. 18. CONTROL WIRING COLORS TO MATCH EXISTING WIRE COLORS. 19. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND TO BEAR THE U.L. LABEL. 20. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE COMPLETION OF THE SYSTEM MODIFICATIONS. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST .REPORT TO BE SUBMMITED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO IHCLUDE TESTING IN THE SCOPE OF WORK, OWNER rs RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 21. SUBSTITUTION OF IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 22. EXISTING LANDSCAPE IRRIGATION INFORMATION BASED ON "RECORD DRAWINGS" BY BARGHAUSEN CONSULTING ENGINEERS, INC., KENT WASHINGTON, DRAWINGS DATED MARCH 12, 2001. 23. IRRIGATION IMPROVEMENTS ARE BEING CONNECTED TO EXISllNG OPERATING SYSTEM. NO NEW BACKFLOW DEVICE SPECIFIED CONTRACTOR TO INSPECT AND VERIFY EXISTING DEVICES FOR COMPLIANCE WITH CURRENT CODES. PROVIDE OWNER WITH SCOPE AND RELATED COSTS FOR NECESSARY UPGRADES. Cate/Tirne:7/2.4/?:;-:·;_-(:·• SW 1/ 4 SECTION 18, lWP. 23 N., AGE. 5 E., W.M. SLEEVE CONDITlON ..., <C '-' § '1o "" '-' § ~ - 6" OFFSET NOTE: ' "' ·V' ;;g, ov~ oC[;') oC,, ,o 0 DIMENSIONS ARE MIN. CLEARANCES. TOPSOIL (FINISH GRADE) PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL: AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) PVC LATERAL SLEEVE(S) ALT. WIRE SLEEVE PVC MAINLINE VALVE WIRING PIPE BED MATERIAL TO BE CLEAN & FREE OF ROCK LARGER THAN 1/2" ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL o( Qq} C' ,J' oC/9, oQc BE CLASS "B" OR BffiER (MAX. OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/.:(RENCHING DETAIL NOT TO SCALE 6" POP ----...P 1..-~::::::::r-6" CLR. OF OBSTRUCTION SPRINKLER FLUSH WITH MULCH MULCH CONDITION FINISH GRADE ~-~ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) SPRINKLER MARLEX NIPPLE r=~;==::::::::::::::::::c=s,-~ARLEX ------___:~~ 90" ELBOW LATERAL---------;~--, ~-SCH 40 PVC NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE • POP-UP RISER ASSEMBLY NOT TO SCALE TEE SxSxT (SIDE INLET ONLY) Sc ,C{Ji •co "r z '" ,cc ,.. ·Q, "' ~" ) f)-' ~c • <O "' z .,: <n ,... AR1HUR M. SEIDEL CERTIFICATE NO. 706 (VALID ONLY WJ1H SIGNATURE) ~ • <O - NOTE: \ PVC MAINLINE-::) MAIN LINE FITTING SCH 40 SLIP TEE PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7 /8" GRAVEL SUMP PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX TAPE WIRE TOGETHER EVERY 20 FT. MIN. 6" DEPTH, 7 /8" WASHED GRAVEL UNDER EACH VALVE COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES WRITTEN SPECIFICATIONS. REMOTE CONTROL VALVE NOT TO SCALE 1 l I. 1 j I 1 CITY OF RENTON DEVELOPER: l PUGET SOUND ELECTRICAL l DEPARTMENT OF PUBLIC WORKS APPRENTICESHIP AND TRAINING TRUST 5700 -6TH AVE. SOUTH, SUITE 200 SEATTLE, WA 98108 .. (206) 763-7755 CONTACT: BILL BOWSER ENGINEER: 1 ' 1 0 0 () 0 ~ '1, ' ~o ~, (,. <,,'I.- 'tvo ENGl,1'<- LANDSCAPE IRRIGATION NOTES AND DETAILS iUt. / 7, DESIGNED AMS DATE 6/11 /07 FILE NO. DRAWN AMS-~·- CHECKED AS SCALE FIELD BOOK r, ,. " ,_ PAGE 18215 72ND AVENUE SOUTrl KENT, WA 98032 (425)251-6222 (425)251-8782 FAX APPROVED DIRECfOrl or PUBLIC WORKS SHEET L4 OF 4 0 z (D 0 -, w 0 m I- I- I- I- I V) V) I CL CL CL ~ w ~ X "· 0 u @ " 0 .. 2 ~ 0 .,J 0. '" Cl {'J ·c 0 ? ti il '" 6 " Q D ~ 0 " ' 'l ct:: !l. !l. <{ ~ Cl )- {I] z 0 (/) ~ ct:: 0 z 1"=20' 0 10 20 40 F::*l~'4rz-Mt1W~W%¥k&+w® ~a I / / LANDSCAPE PLANT MATERIAL LEGEND SYMBOL • • G ,.. ~~ --,.-,_-c,·· ··,····-.. ' ,, '. ' '• ' . ' ., . -, ' '·. . . . ''\' ' . ''' . ,-, '"' BOTANICAL/COMMON NAMES TREES: ACER RUBURM 'RED SUNSET' / RED SUNSET MAPLE PYRUS CALLERYANA 'CAPITAL' / CAPITAL ORNAMENTAL PEAR EXISTING TREE SHRUBS: ABELIA VAR. 'EDWARD GOUCHER' / PINK ABELIA PRUNUS LUSITANICA / PORTUGAL LAUREL NANDINA DOMESTRICA 'HARBOR DWARF' / HARBOR DWARF HEAVENLY BAMBOO GROUND COVERS; ARCTOSTAPHYLOS WA URS! / KINNIKINNICK FRAGARIA CHILOENSIS / ORNAMEl'ffAL STRAWBERRY LAWN EXISTING LANDSCAPE EXISTING LANDSCAPE SIZE CONDITION 1.5" CAL B &: B 1.5• CAL'·::' B &: B HI" _: 21• COITTAINER 21· -24" COITTNNER 18' -21· C<JITTNNER 4' POT 4• POT SOD ··,. I ' \ '. • ' ••e• .,, , I • ·'"1'' .,; SPACING QUANTITY AS SHOWN 5 ··1 I , I: 1,.,, 1'S SHqwN . ' i4 ! 4' o.c. 72 5' o.c, ;, ;•1) .;,-,'.;. '(:,;{':-'i 6 3' o.c:1 't' /! rt r: :20 I I I_ 12· o.q. N3 ' REQ'D : 12· o.q. AS I REQ'D ' COVER [ AS REQ'D REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAING, SAVE, AND PROTECT HOLD 12" FROM BORDERS, SHRUBS, AND TREES HOLD 12" FROM BORDERS, SHRUBS, AND TREES TO MATCH EXISTING MIX TO REMAING, SAVE, AND PROTECT TO BE HEMOVED LANDSCAPE PLANTING PLAN ., ~' SW 1/ 4 SECTION 18, TWP. 23 N., AGE. 5 E., W.M. 7 .-·.-:.• -L~-~·· ··,'. ;<(f;J( : <·>~'., ·;1_ .. :/ .. .".> / ' " J------ ' ~,11:ff[:;"' ''.:--:,-,:'"" !k' ~.-:~ ":"'"'" .~---f!,--~-}"--'·--;::' ---- t'' '·, .' -',·""'::_, }\.', ,, I , --"-, _--_. I = "' "---,·:. ,,_--'CC ,: :.-=· ---,.. ------~ -_: __ J_ ----· cc. "· ___ _ LANDSCAPE NOTES _i /. ... r;. ., \ ... I"., ... ' r -/ . /r·, \, <.;> --- } \ \ \._.. 1. TOTAL SQUARE FOOTAGE Of THE SITE INCLUDING BUILDING FOOTPRINTS 96,749 S.F. (2.21 AC). 2. TOTAL SQUARE FOOTAGE Of EXISTING ANO PROPOSED IMPERVIOUS SURFACE AREA: TOTAL SQUARE FOOTAGE EXISTING 78, 125 S.f. TOTAL SQUARE FOOTAGE PROPOSED 3 563 S.F. TOTAL 81,689 S.F. 3. TOTAL SQUARE FOOTAGE OF BUILDING FOOTPRll'ff 17,818 S.F. 4. PERCENTAGE OF LOT COVERED BY BUILDING 21.8%. 5. PARKING: ADA 4, COMPACT 33, STANDARD 41. 6. SQUARE FOOTAGE OF PARKING LOHNlDSCAPING PERIMETER AND INTERIOR 4, 660 S.F. ,- I ;, STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ARlHUR M, SEIDEL CERTIFICA 1E NO. 706 (VALID ONLY WITH SIGNATURE) < __ , / DEVELOPER; PUGET SOUND ELECTRICAL APPRENTICESHIP AND TRAINING TRUST 5700 -6TH AVE. SOUTH, SUITE 200 SEATTLE, WA 98108 (206) 763-7755 CONTACT: BILL BOWSER ENGINEER; 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX 'ii ', I ' ' 0 = ' & ' -__ j .I i,' " 1, I 1, I, II 11 !i '! !, Ii )i ,, " -· -1·,. " :, ---;,oc:: _ Ii l li ,. II " -f ,-, ii -; ~ . , 'cc" (::; I l ~ U f 1 , • --f ~, .JI ,- ' :n I Ii II I! 'i !I ,, ,, I/ 'I Ii )! I• ;i 11 ii I/ '! I/ ,I ii 'I I :1-I, ,1w ii iW I •:a: :1- " ,n--- .~.e-.. Vtl .. !, !! :1 '".· i1v, I Ii I ' U1 (/} VJ VJ VJ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LANDSCAPE PLANTING -PLAN DESIGNED AMS _/\MS---·-DRAWN i; ~==c'.__-=c==='--1 DATE Q/_!_1/0'1_ ___ 'FILENO, ; l l CHECKED AS SCALE FIELD BOOK PAGE_ APPROVED DlllECHlR or fluELu: Wt.lllKS SHEET L1 OF 4 0 z CD 0 "") . U-l () aj ~~ ' ' 1 ',al f--w WI 0::: f---- U) :::r:: f--r--- ____________ J ------------, I I I I I I I I I I uu -- C ' -----\ --& \ ~~~.......... /\_J ' GENERAL NOTES: 1. DASHED LINES INDICATE PAINT STRIPING & CONCRETE CURBS TO BE REMOVED WITH ASPHALT TO REMAIN. 2. SHADED AREA INDICATES NEW BUILDING ADDITION FOOTPRINT + 6' AT PERIMETER. ASPHALT TO BE SAW CUT & REMOVED. SEE CIVIL FOR EXCAVATION DEPTH & DETAILS. KEY NOTES: 1 EXISTING DETENTION VAULT TO REMAIN 2 EXISTING STORM LINE AND CATCH BASIN TO REMAIN 3 EXISTING STORM LINE AND CATCH BASIN TO BE RELOCATED PER CIVIL DRAWINGS 4 BUILDING ADDITION FOOTPRINT ( + 6 FEET) 5 EXISTING BUILDING FOOTPRINT 6 EXISTING CURB, STRIPING AND/OR LANDSCAPE TO BE REMOVED 0 EXISTING TRASH ENCLOSURE -MOVE NORTH AS SHOWN ON SITE PLAN UNLESS NOTED OTHERWISE W EXISTING PARKING AREA TO REMAIN -PROTECT ASPHALT AND LANDSCAPING <v EXISTING ACCESSIBLE PARKING SIGNS TO BE REMOVED - RELOCATE SIGN TO FACE OF BUILDING WHERE SHOWN ON SITE PLAN, RECYCLE POSTS 1 City of Renton Planning Division DEC . 3 10:0 \ \ <-------i------- ----.---------------- • \ ·' j : 11---==-e=,-+--ll=='"===~-c\\c ~~~--\ 1 I I I I I I I I I : It-_-::::. =-r:o~~"' I 0 I Z LI.jf------j 0 n r-- 0, en N ·~ I 0 0 ~I (f) rr= == --,. II · .. 011 II ·. 1· r · .. 11 JI .I II II ii · · II 11 ··. II J ::::'0'\ 9 ":::: ':\ ' ' ~ '"~~ w ~~\SJ 2 'I if-'1'----~-1L_~~__J :....::.... '= ·=--=' II I' .I II ·1 . 'I . I ·.I II II \ C I c\ \ J ~ --~~~ INGRESS/EGRESS & PARKING ESfAl ~ ~ OVER AND ACROSS PARCEL B ONLY I~ REC. NO. 8610240377 & 8705061297. I I I 2 1 \ \ (1 ' ' ' -=' (1 ' I 011, -11 \ ---JI \ , -___jl \ l \ ; I C' -~ f\J~ ~7-r"· / / >1 \ / / I ~ / / ~ ::.o =<j /\ ~ "" "" "" , I "" -, ::;;o • W c__,-;~ '\, "' "' "' '~<v"" o~~==.-iii ---·--------------------------~~--------------------~ ~~--~-""--~-""-:a;=!-'~~--~= -----------i -r---N00'49'33"E 465.42' (464.54' DEED) j \ II i • @-CD ~=:~SITN1 SITE/DEMOLITION PLAN i I t I HARPER ENGINEERING C 1tects 2505 Third Avenue Suite 324 Seattle, WA 98121 206. 720. 7001 phone 206.720.2949 fax www.craftarchitects.com 0 z -a: z w I-0 w I-Wz w 0 ~o a: z I-I o-UJ UJ z I= ..c <( ....... wO r---.. 3: 3: -0 z a: <:( UJ 0 w 0 I-r---.. z a... r---.. w a: a: <( I CONSULTANT Revisions: Sheet Title Dute: EXISTING SITE/DEMOLITION PLAN 12/03/10 Design: Drown: WJA Project No: 10-287 Approved: KMC Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2010 E • 0 ~ 0 ~ I I : ~---:::::,---..__~---#===~ I I I I I I I I I I : lt--~t-;o:;-1'1==""-- , 0 I Z '-41---1 () I I : 11----2'=4--Jlc=""' I I I I I I ,J ' ' : lf-----l I I I I -----------____________ J -----------------------, I '11~~ I I () 0 ~1 J '.J J ri I ~ 2 18'-0" ,----1 I I I I I I I I L ___ _J __ 4'-_a·_+++-___ 10_·-0+·;1,,\-----++~-4_·-a··---+ I \ ~/ ~--. ___ _ ~ ~ ~ = ~ = I'=' '= 'b I b @ ® ~~=~-~~OT~E~s~~~O~~; BE @) J J RELOCATED. DRAWING SHOWN FOR REFERENCE ONLY IN CASE RECONSTRUCTION IS NEEDED. uu J w>- ' z< o;: ' INGRESS/EGRESS & PARKING ESMT. ~ ~ OVER AND ACROSS Pf\RCEL B ONLY - (,~,-" REC. NO. 8610240377 & 8705061297. <b9; ~ ! C • , I ill fj < 'IIIUIIIJ - 1111 ililiili ~ll1111u c- C j / (~ ~ /~ -- 'b > I r-- "= 11 11 C IC 1 GENERAL NOTES: 1. SHADED AREA INDICATES NEW BUILDING ADDITION FOOTPRINT. KEY NOTES= 1 EXISTING BUILDING FOOTPRINT 2 NEW BUILDING ADDITION FOOTPRINT 3 NEWi STRIPING 4 NEW;CONC. CURB AND LANDSCAPING 5 NOT USED 6 EXISTING TRASH ENCLOSURE -MOVED NORTH FROM PREVIOUS LOCATION -SEE 2/A 1.1 IF RECONSTRUCTION IS NECESSARY Q) 6" CONC. FILLED PIPE BOLLARD TYP., PER 13/AB.1 ~ NEW ACCESSIBLE PARKING SIGNAGE ON PAVEMENT AND MOUNTED ON BUILDING WALL (RELOCATE EXIST. POS{-MOUNTED SIGNS) l I ; \ ' \ \ I / ~,. j ~ I City of Renton Planning Division DEC .. 3 ,l,;J [Rl~(C~~~~[Q) \ \ @ G) ~~~HITE°;TURAL SITE PLAN ' ' HARPER ENGINEERING C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com CJ z -a: :z w I-~ w w :z w a z 0 a: :z -I-I CJ -Cf) t-Cf) ..c. <:( z --0 "' 3: w 0 3: :z a: <:( Cf) ~ w 0 "' :z a.... "' w a: a: <:( I CONSULTANT Revisions: Sheet Title: ARCHITECTURAL SITE PLAN Date: 12/03/10 Design: Drown: WJA Project No: 10-287 Approved: KMC Sheet ~lo: A0.2 COPYRIGHT CRAFT ARCHITECTS 2010 ' -,---J ® KING COUNTY DEPARTMENT of ASSESSMENTS _,___--~!.L.. ·m,----~· . ~ . ,"'.""" "" w, s 1 " ,.;;;;_;,--. ----. ", Km Coun!u ------ '"" ------ <[) """ ~ '-"" m '" - "'"'"" '"'·'' ' IN lrnlOI!. ·" 1" • -·----·----- ;; ' I I ' ·-....... ·-, . --~;;:.""-., ~-~ ., l • e ' -. ' .. J ''"" ""' '""" <""" "-"~""" I '") ' • Thoi11form31ioo lndu(led on ,his map hos tie en com~1l•d by King County s(alf irnm a , .. a,le!y of ~ources and is subject to <:hange w,thOUl notice. King county ma ires no representations or warranties. express or im~lied. as to accuracy, com pleieness. 1ln,olinoss, or rights !<> Use _of wen information King Counw shall not be liaO/a for onv_ gen oral. specaal, l~til•ect, incldomal, or conseqwnual damagas rncludltlg, but nut lm,irnd 10. lost ,wen~es or lost profi1s resulting from tha u~e or misuse ot tho lnform~tlon cont~inod an this map. Anv sale, _of tbis maD or (nform ati-;,n on 1his mop is prolilblted oxcapt b'I l'mt1en ~~rn,isslon of kin~ County, --- ft;{,· --- ' ' ' (> ,,,,,,1, WASj-llNGT N '>' i i /111 ,,\ "' \ """/ ,,,,, = '·,,s,., S16BGO \ ',,.,,.·, '~ co,.,,,,oL MAJOR cotu~o, MINOR RlGLi( Of WAY ,~, ' :,;!:,, 918800 TECHNICAL "/l. """" '-''" - S~OITTPlAT PARCEL Ql<IGl'1AL PAHCEL c.'l$fMENf CENTER ' WASHINGTON TEtHNICAL CENTER '""" ~ "·"" -"'"'" '·" 242304 ""'-"·· -r.ff" - '\ '. •\ ' . ''"'''" """ - ' ' I • • \ \ \ ,,-,1,"'''~h< \ \ l\ I . ' ' \ \ ' . \ \ \ I•,_\ ', ,c,. \ '\\ wra ,,.,,.,. ,,,,, """" '"" - f-\YOOO ClfY6()UMDARY Pa<<elBouoda,y Plal<'d Maio, Bound""/ 81W90 SUN POINTE Condo ~ 0 v' [·· ------__ J(t-_•!:\>.J 'If;;;~ ~ 0 0 0 0 '!':!)c'!-\;,s, . .-__ .•. - "''" ~ '·''" = """ "'" ~· TOWN HOMES SOL "1,-2' - ' + - """" = RLINGTON IND RK NO. 2 I· ~-:· " ''""' = SE 13-23-04 KC1932 Scale 1:1200 (1""" 100') February 15, 2006 : ,,Sc/t;,t ; : 11 / / ,:,_,: ,SSMENTS ' ' I ,i/ 1 SITE The infor1nation inr,ludod ,,n t~is map tias l:)een co,nptlod by King County staff fl~m a .,irlely of sou1cas and !S subject to change with OU! notice. King County makes no rop,esentatrono or '"anandes. express or Implied. as 10 a~curacy, con1ple1enoss, t,irnofrne~s. or rights to use of such Information. !(inO County shall not bo l)<ble for ony gor,.ral, special, indlrecl, 1ncl<len1al. o, 0011seq_u~n era] danagos including. bu! not lirnirnd to, lost ,ever,u,., or l<,stpmlrts 1os'-"tln~ from the use or mlsu,a oftha information cont~ined on this n1ap. Any salasofthls rnap or informe,lon on tllis map lo p1ohiblted excopt bv wr,t\an p~rmlssion o_! ,;ing County. This document Is not lntanded for use•• a sur•,ey product. i 0!9130 ALTAMONTE ConQo A~~~ ;;6;,';,~0D2 i'"'"'' SOl!l/ll; [ (Oh,O, 1'1 ,,ns,;sJ ,_ \ .,.,, .. [ ,.,_,._,,, I .,. ' r --,.,"".--;-rtrjl.'~-=---A--~·-'---~·1·S.W. 7TH ST. s.W.'11~. sr: '""' " '"~ • ~ : JI -H """" ""·"""""" i,.,t-..- I' I> I s: Cl) ~I . L!J ~ l--'------1 Cl) <( ' --- -4, '"'·'' - ~ 0 I I- LINGTON STRIAL N0.1 ' ' ' "' I _ _L_ L!J ~' ......... fl -r -~ ._._ . i (_)' I ,.,,,, ;11 _;I , I I \I I i I I J ' L!J ! z r--+-; -,,,---- LU I Cl) • I ~: ~,,~. "'"' ,, ",;,,, b, ~ jil'-----~-""----=:.,,,,;";·~-Ls.l.;,~':·'_:·~"~··:~~, 214MO EARLINGTON INDUSTRIAL PARK N0.1 CO/.HROLMAJO~ CONTROL MINOR RHlHTOCWAY M BNSFRR '""" ,.,,,, '""'' "'"" "'" = '""" - i:;1 1r; ~i o< ~! ,·' ' -•· ,,;,;Q,ff PLAT PAKCel ORIGINAL FMC CL (SA$r.lWT " "'-" c::::::::; ,'.;\«·-A SU~VEY,LEGAL !IYD~O CITY BOUNDARY ,.,,,,1ao""""V Plalled Mop, am,.,;,,.,. '"'"""' "'·" .. ::,:f\'.~,;?"r~:;y.~'lb,;;idi'-Mff ;,7;,0 ·=·==-==~c::-_ "'"" "'" = a , 1 ..•••••••• •,ni.11 •. r ,,_,,_, \ '""" '"" ~ "" --, .. ···--··--· '""'" '?IJJ""" '" "'""·---'-'";.!!. s.w. ,m. sr ... + SW 18-23-05 KC 69 Sc111e 1:1200 W = 100') September 18, 2006 ,oo '" "" f,' J ;; ' NEIGHBORHOOD DETAIL MAP SCALE: 1 " --200' ~·''' \ \., -·_::-:--/ .,.··' \~\ •,, \\ \• """" "-"'' .. 0 N \ i ·I " ,.-): I' <>\\ ! \ ,,,,_;;:~ --'\------+-+ --- -, ' / .'~ '/~~- ' V /' ""'" '"" = -·-·\-· lfN,Jt ;,;,' ,,1,, r ,1 ·j·- ,eel. ,·1 IRN0?0$7-&1 81\Q2Sgao1 I f\NtP057-a! a1102,8WI ----------<>='-" ti,,.,.,_, '"''" "'" - Ill!->!) ,, ---r-:1 I I