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Home My WebLink AboutLUA-04-0972:J m o m -< m o - eoo tOO 1.t800 \ Topography lines are in' '18'FZ3NR5E ~·.·t/2 .. ' J,.;::.;;~=~~~~-::-:-::S~~~-:--:-~·%meterintervals ..... . Ill~--------------------------------,,""¢-\S~ ( II II . ~;s ~I i I I I I I I, i , .. ¥,= ~ :=? RENTON Sf-lOPPING CENTER ~~ ~~- S 3RD STREET RETAIL SCf-lOOL ~ --\ ~ 10 --\ '-/I OFFICE 1> ;;;. z co !T1 ~ ~IEB NlIGIoIEIORHOOO c.TAI~ MAP SC.AL.E;1".~·.fl" .b~. ~ RE\'lSIOl(S ~~~ iiiiiliB ~.£II D5~ ..... -OM" LlbniJ cocmll "'" "'" 1".6sz,·.tI" Mc:I.ENOON ~INIE~ AYENUE &T~E-4 ...,,,,,. NEIGPleoRIoIOOO OETAIl_ MAP ........ A~.~ r 1>-~ McLENDON RAINIER AvENUE 5TORE-4 n ~~ ~ ~ ~ ~ 1l • \\ ........ Jt.L,~ __ .-.. 1~"=:n'IIOf~~ ~ @@ ® 1-_L..:lEE(W_Fl.J..n.CCIICIIDI: __ ('&UrII_UICAltDIlUSIIIDa'OO_lI-.rT ~ .... __ .nnlO..-) I-___ cn.IIIJ)_WlL ___ _ J-~~~~=~~~..s _CCIICIIDI:~ __ PlJt ___ sr-.s. "'1'OD~_(IIJ)_t-as.rJal E ~_(n..Fl.J_n.-oClUCTl1 __ _ ,~ ,~ =:u~~-::".=..~~~ =::s~~~a;:,,~WAtUluam CD DElECTOR DOUBlE CHECK VAlVE ASSEIIBlY SCALE: Mrs I ~ ~ SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ..--.-... """"'"-"" IIOCYA ~ • MSfAlUD ..m:um, IofTDI Pft P£I€TIU,.1IOM IIGIOUIlH --.; n.oc:. sua .oeM .. ...:tt IIIDCYA IS L.OCA.Tm SIWJ..: A. MV( nDCa aa... CICMEC'TED ttl THE SMnI.IT SOlO $T5IDL ~~.: :=-RII~-~:J,:! MEAT TAl'[ o.MV(a.u.IL'~lED.IICClSS.ATSTODIIC'I'A"Pfh. A 1IDff-Of'-omn' AGI:!DIDff IIIUST. GIWffED TO 1HE anOFIIDfIUIIIRllIIISPEC1'ICIIIOFntEDIIC'I'A -""" SD'AIIAlIr.:~PlNISIMCI.UDMIIIISf.u.u.1IOM0IIDIIC'I'A WUSTKSUMlTDlTOIlDflUlllr.:PK'lDrrDlOIJ'IoR1'amrJ'I'tII IIl'WIlWMD_AL ASlJ'MAlEr.:~PlMETISIIEDt..m. THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555. t=oC ENGIIIEERI'G 250 41M AVL s.. SUITI: 2DO ---f'MOIIE(d5) 77...a5OCI f'AX (425) 7711-5531 "I~l; ~~~ °s~ ... '" ~Vl "' ... <> :I: < Vl",< z"'~ a ~ _ Cl<Z Z"'O ... I--'<oZ u ... ... :::1< ... ", SHEET: 02/24/04 --l 4: ~ LoJ o Q: o ~ U LoJ ~ LoJ o C1.2 SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. MCLENDON'S HARDWARE \ ~ \'----- ---~~ ;£.Y'- :=1 2~-'~' \ t>:~-_;,-.:-_ "~-~-\' \, '\\ 'f-.. "' .... II" , -~ \~~ \t . _~-(I _~/ II (' ~-~ II ~ -~ \' A-y(l ~~ ~ THESE P:~ ~:VE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR! CO:S~UC: OR BI~DING P~SES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555. ~oC$ S"4GINeERI\Ei 2:10 4TH AVL s.. SlIT[ 200 ------PHCII[(4Z5)778-e500 rAX (425) 778-5531 '" '" ~<II C "'", «> :I:« <11",« Z"'~ o ~ .. C«Z Z"'O '" 0--'u>Z U .... '" ::::f .... '" SHEET: 02/24/04 z ::s Il... >-f-:J ~ II • C1.1 ~ -I I I I 1 I ~ I I~i I~i ~I' zi ~I -I 1,,1 ~ ~ ~ @ n-4" ~ "-4" ~ ~-6. cp cp cp ~ w.... (3) w-r ~ w.... ~ CD '----1,---1 ~-I ----1----[ :lr -I ~~illHl, """"'" -r--- 1 ~-- ~:f. 11 ~iU~l~r-ffirnT~-~Jl~ I ~ =~ I I ~I I I I W_~, @-i.----'~---I--,-:,------j---j---I ----- o CD ,.. .... --r·-~ .... --I ~i ~ ~ iD n ~I~ ~ :E;~ 8B ~ : ~ ~!U.~ ~ I I I 0-'1 I I I I -I I'!.OC)R FUN 5CAJ...E. r'.30'-tZl" METAL ElUILDIN6 ADDITIC>I A~A WILLIAM POLK ASSOCIATES -I~""i:i::~:-=' -- r':'~, CtJ~Df' ~ iIYISIONS ""~..JCiIilidi ~30n~ £15121/£14 UMP ..... n "'" '"" 1".3tI'·£;I" Mc::UaNOON ~INIEIC AYENUE eTO~E-4 I=L.OO~ i=L.AN AU I I} il n <D I I I I I I I I I . I i o 1---<D @ @ 0 0 0 0 ~ '" =~-: )! I I I I ih" I !," .[>:]0 I II II ~ m looh II I I II J m I 1m I I I 6OOt:Jb I~ ':i IA6T IL8VATICIN Q! ~I 5CAl...E,I".2"'-(I" II I <D I: I r r o I i i ,,~ o I I t-'1ll.lJI rill1 1 IIDT IILRYATICIN 5CAl...E,I".20·"" II. Willll><:J>-:<I>~~~I>~::,I):-<,1 Iii =.J PROFOeIIO 60UTH IL8VATICIN SCALE,I".2£)'-£I" ® I II @ I I o I i! I 11 ~ ~II _J =J Ii @J0 II II 6---~-I~~fij ~]JWWDDDDW~tr==? , =J 1X16TING NOIIITH IILIVATICIN 5CAl...E,I ..... ~ @ ! ~ @ <D o i I I _~4 __ J, reu. l 1 ~Im~miltm~l ® @ ® o I _J __ : I o I @ I <;> I ,rdJ~~==f:f:f~=d;t~J 16 r-l ::3-.1 1X16T1NG IIOUTH IL8VATICIN 5C.ALE: 1".2/t1'-£)" WILLIAM POLK ASSOCIATES -1~~~ ..... "'-""'~ ~'\el, ~~.Df' ~ """'ONS .......... "30n!..n. £l5n1/£14 Ut1P "'" I". 20'-D" Mc:UaNOON ~INIER AYENUE &TORE-4 eul~ING LaYATION! AL2 CZl ~ II w ~~~ I !H , ....:!....:!u ~m~ ~ ~oo ! .. i ~CZl ill m~~~ Il I~ CZl II I!! I~ -< a I I:~:O iii ~~!ii:t * ::3::3::3 i ~~ ~ ll~~ ~ !Sli ~~ ~ ~ .. ;9~ J:; ~ . ,; ~I:I ffi ~ ~ ~ ~w ~ f a" wt f Iii! ·~W .. I nlli ~ ~w ; 2i2 i~ a Inl~ zEB I!! ~~~ iii BH g:l~~ 1911 31VC 101.. --------------3:VN 01\'7 H!Vc;l31f:l CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: October 7 I 2004 To: City Clerk's Office From: Stacy M. Tucker Subject: Land Use File Closeout Please complete the following information to facilitate project closeout and indexing by the City Clerk's Office. Project Name: McLendon's Lumber Storage LUA (file) Number: LUA-04-097, ECF Cross-References: AKA's: Project Manager: Jason Jordan Acceptance Date: August 18, 2004 Applicant: William Polk Owner: Tennessee Group, LLC Contact: William Polk PID Number: 182305911808 ERC Decision Date: September 14, 2004 ERC Appeal Date: October 4, 2004 Administrative Approval: Appeal Period Ends: Public Hearing Date: Date Appealed to HEX: By Whom: HEX Decision: Date: Date Appealed to Council: By Whom: Council Decision: Date: Mylar Recording Number: Project Description: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. Location: Comments: William Polk William Polk Associates 1120 Post Alley Seattle, WA 98055 tel: 206-622-8443 (applicant / contact) PARTIES OF RECORD MCLENDON LUMBER STORAGE LUA04-097, ECF Tennessee Group, LLC 715 Lind Avenue SW Renton, WA 98055 tel: 425-235-3572 (owner) ·:It CITY ( 'F'RENTON PlanriingIBuildinglPublicWorksDepartment . Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E., Administrator . Oct~ber 7; 2004 .. William Polk. . . . William Polk Associates 1120 Post Aney • Seattle, WA 98055 ' .. ' ', .... SUBJECT: . Mclendon's LUrriberStbrage ."" .. ' · LUA04·097, ECF' . " "';. ...',' ~ DearMr. Polk: ' ,-. ~ . ':'·:,·.1': .••• ~ .. ,. • This letter iste informy6u'jhat the;~ppeal,periodh'as snded i6t;th~ Environmental. Review . , Cqmmittee's (ERC) Determination .' of Non~Signif'idan'ce -Mitigate~for the abo"'e~referenced project ',.::. .~\:) , .. ,~';'~}' .. ".":' "~ .' J" '. No appeals were filed on th~ERC d,eter[T1ih~tlbh·.· ' .' .. :',.", ' .. " . " :'." I :., '}.1:. ';'",' .. Thisd~cisioni$ finarand app.licatj(jnforth~"~ppr6pdktelyre~bired;:permltsmay proqe,ed. The . applicant rnustcomply witnalr.F'RCn\.1i~igati,onMeasurEls, angSite .P'lanConditiOns of ApprovaL' . -'. . " "}",'" . 'j . .': .'. '-",. . " '. If you h~ve'anyquesti6ns, PleasE:NeJ;'ir~~to-qpbtc:ict,~Jat (4~5) 430~j219.·· .. ···• . . .. .,'~ -:. " ",., . . .. q~Ommitt~e ..• , Jason E.Jordan ' '. . '.,.'. '. .... . Senior Planner' .,. , .... , cc: '. TennesseeGroup,LLCl Owner' '. . ", '. .. , " " . .~ ....•.••... ------,1,.,.O.".SS"..s"..o-ut-:-h-,:O"...ra-d,....y-:-:W.":"a-y-. R=-e-n-to-n'"-:, W.=a-s-:"Chi'--;'rig"-'t-on---::-'9S=-=O""S""s -----.-: •... ~ * This paper contains 50% recycled material,.30% post consumer AHEAD OF THE CURVE STA TE OF WASHINGTON, COUNTY OF KING } AFFIDA VIT OF PUBLICATION PUBLIC NOTICE Lily Nguyen, being first duly sworn on oath that she is a Legal Advertising Representative of the King County Journal a daily newspaper, which newspaper is a legal newspaper of general circulation and is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in King County, Washington. The King County Journal has been approved as a Legal Newspaper by order of the Superior Court of the State of Washington for King County. The notice in the exact form annexed was published in regular issues of the King County Journal (and not in supplement form) which was regularly distributed to its subscribers during the below stated period. The annexed notice, a Public Notice was published on Monday, 9/20104 The full amount of the fee charged for said foregoing publication is the sum of $83.50 at the rate of $15.50 per inch for the first publication and NIA per inch for .D6:Ch su~equent insertion. L . --., -\\\\\1111/1111111 ~,\\\ Jl-NN 8 III/~ ~..... """ ~(;...t. ~ Polly A. lfaueL/ ' ~ ~a\Oll ~",'~ ~ Notary Public for the State of Washington, Residing in Bellevu~~~l:~9~R y ,,\ '%. Ad Number: 846988 P.O. Number: :: : ~01 ::: Cost of publishing this notice includes an affidavit surcharge. § i p-e\.-,v J ~ § ~ ~ UB .. 0:: -;::;. .n " ,tf!-" ,-~ .", U" • • " ~ ~ ',)\ '"I"l.-.-" ,,',,:'::' /. .d h.,:<..-r. ',' ~ :-...; ~ '~('"-.......... ~~~ ~/III OF W;>..5 \\\'~ II/IIJI 1/ 11\\\\\\ NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee has issued a Determination of Non-Significance- Mitigated for the following project under the authority of the Renton Municipal Code. McLendon's Lumber Storage LUA04-097, ECF Location: 440 Rainier Avenue S. The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engi- neered metal building, which is proposed to be an open-air struc- ture on the south side. The new structure is one story in height and would be approximately 25 feet at its highest point. Project construction is proposed to begin in September and be substantially completed by the end of this year. Appeals of the environmental determination must be filed in writ- ing on or before 5:00 PM on October 4, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Published in the King County Journal September 20, 2004. #846988 · CITYOFRENTON CURRENT PLANNING<[)IVISION AFFIQAVIT OFSERVICEBVMAILING. On the 15th day of September, 2004, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents. This information was sent to: Agencies See Attached William Polk Contact Tennessee Group, LLC Owner (Signature of Sender): ~ ~ 7 STATE OF WASHINGTON ) COUNTY OF KING ) SS ) ....... , .......... ,'''\\\\ ........ '''It-l KAI11. ""1 _-_ ~\,.; ........ C.;(", : ~ .... ~sS'ON ;;"': ~ '1. .. ~ .~~ '-1-,0', "(\ ~ ; /0 .. \OT AI'> ~ ... -(\ ~ : .0 V" '7y (T\'. ~ ~ ! ... ~~: ~ ~ . . : ~ (/) ~. ,oUBUC .: : ~ ;'>". ..~: I certify that I know or have satisfactory evidence that Stacy Tucker ",~i-"'~:?~:.~: ... "~O.:': signed this instrument and acknowledged it to be his/her/their free and voluntary act hf[~~ purposes mentioned in the instrument. ""\\" .............. .. Dated: ru . l' ;6&()Lj ; Notary (Print}: ____ --illIIARJ!,¥N-AAI'II!SHI~------------III.ARIL¥N KAMGIIEFF My appointment expires: MY APPOINnnFMT r:VDIDC~ C "In n7 McLendon's Lumber Storage LUA04-097, ECF template -affidavit of service by mailing Dept. of Ecology • Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 WSDOT Northwest Region· Attn: Ramin Pazooki King Area Dev. Serv., MS-240 PO Box 330310 Seattle, WA 98133-9710 US Army Corp. of Engineers· Seattle District Office Attn: SEPA Reviewer PO Box C-3755 Seattle, WA 98124 Jamey Taylor· Depart. of Natural Resources PO Box 47015 Olympia, WA 98504-7015 KC Dev. & Environmental Servo Attn: SEPA Section 900 Oakesdale Ave. SW Renton, WA 98055-1219 Metro Transit Senior Environmental Planner Gary Kriedt AGENCY (DOE) LETTER MAILING (ERe DETERMINATIONS) WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept. c/o Department of Ecology . 3190 160th Ave SE Attn. SEPA Reviewer Bellevue, WA 98008 39015 -172nd Avenue SE Auburn, WA 98092 Duwamish Tribal Office • Muckleshoot Cultural Resources Program 4717 W Marginal Way SW • Seattle, WA 98106-1514 Attn: Ms Melissa Calvert 39015 172nd Avenue SE Auburn, WA 98092-9763 KC Wastewater Treatment Division· Office of Archaeology & Historic Environmental Planning Supervisor Preservation· Ms. Shirley Marroquin Attn: Stephanie Kramer 201 S. Jackson ST, MS KSC-NR-050 PO Box 48343 Seattle, W A 98104-3855 Olympia, WA 98504-8343 City of Newcastle City of Kent Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP Director of Community Development Acting Community Dev. Director 13020 SE 72nd Place 220 Fourth Avenue South Newcastle, WA 98059 Kent, W A 98032-5895 Puget Sound Energy City of Tukwila Municipal Liason Manager Steve Lancaster, Responsible Official Joe Jainga 6300 Southcenter Blvd. 201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188 Seattle, WA 98104-3856 Bellevue, WA 98009-0868 Seattle Public Utilities Real Estate Services Title Examiner 700 Fifth Avenue, Suite 4900 PO Box 34018 Seattle, WA 98124-4018 Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and cities will need to be sent a copy of the checklist, PMT's, and the notice of application .• Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send her the ERC Determination paperwork. template -affidavit of service by mailing '. ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE'-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Me~endon'. ~umb.r Storag. PROJECT NUMBER: ~UA04-097, ECF ~OCATION: 440 Rainier Avanue S DESCRIPTION: The applicant I. requesting Environmental (SEPA) Review for the construction of 8 new 8,223 square foot pr&-englneered matal building, which Is proposed to be an open-air structure on the south aide. The new structure I. proposed to be attached to the now Mclendon'. Store (the former K .. Mart building) on the south aide of the existing building. The open-aIr building Is Intended to serve 88 a new truck delivery drive- through covered areal, which would be utilized to unload lumber trucks before moving tho lumber Into the main asl88 area (within the existing building). Tho now structure I. one BtOry tn height and would be approximately 25 feet at Its highest point. No trees will be removed as the site Is currently 100% Impervious and flat. Project construction Is proposed to begin In September and be substantially completed by tho end of this year. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT, Appeals of the environmental determination must be flied In writing on or before 5:00 PM on October 4, 2004. Appeals must be flied In writing together wllh the required $75.00 application fee wIth: HearIng ExamIner, CJly of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are govemed by City of Renton Municipal Code Section 4008-110.8. Additional Information regarding the appeal process may be obtained from the Renton City Clerk'. Olllee, (425) 430-6510, FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT -SERVICES DIVISION AT (425) 430-7200, DO NOT REMOVE THIS NonCE WITHOUT PROPER AUTHORIZATION --, , ............. """ "" __ ~~\..'lN ~,,:,,",t A~v:.·=,\S·sjo;;··. ~\ -----------------------:-:;o...Jl~~~~Or_4 ~+~~~"~ CERTIFICATION ! [ _. t9J..~\-n~ Please Include the project NUMBER ~hen cilllr;gfor proper file Identification. ~CJ)~ ,¢ -en: ~ ~ ~ ... £lBue .: ; ~7" ... 8. 00 ~ I",; O';;:?f!.-.91 .. '-~~O~: I, _O...::::..=c:.r;=c,=1-'==-__ J....:....::o...!..(c.:::::~;..::.,.:.;~::..."' ___ , hereby certify that --:s copies ~iltij~ASH\~, ......... - above document were posted by me in 3 conspicuous places on or nearby' .... ' the described property on ~oJ, I ~ .. 'It ~ooc.{ f-' , . Signed~~ ~~ ATTEST, SUbScrib<d~e me, a NotlU"y Public, in mKlio;tStat; of Washington residing' " • on the 1---11\ day of tf)d ¥t;?c)y" , MARILYN KAMCHEFF MY APPOINTMENT EXPIRE~ 6-29-07 ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCEI-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: McLendon's Lumber Storage PROJECT NUMBER: LUA04-097, ECF LOCATION: 440 Rainier Avenue S DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engineered metal building, which Is proposed to be an open-air structure on the south side. The new structure Is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building Is Intended to serve as a new truck delivery drive- through covered areas, which would be utilized to unload lumber trucks before moving the lumber Into the main sales area (within the existing building). The new structure Is one story In height and would be approximately 25 feet at Its highest point. No trees will be removed as the site Is currently 100% Impervious and flat. Project construction Is proposed to begin In September and be substantially completed by the end of this year. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERG) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be flied In writing on or before 5:00 PM on October 4, 2004. Appeals must be flied In writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional Information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. ~JUl OFfiCE FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION AT (425) 430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please',lncltJdetheprOjecf NUMBElitiWherl'caIIIAgifor··prop'er ;flle identification. .... " .. :" , ... "'." .......... : L ... '...... .,,' .•.. '.'·1'. ,'." , : ... ,.il,'·I, ........... : ..... "",,.: ... , ...... , ... , ',' .. _ Kathy Keolker-Wheeler, Mayor September 15, 2004 William Polk William Polk Associates 1120 Post Alley Seattle,WA 98101 SUBJECT: Dear Mr. Polk: McLendon's Lumber Storage LUA04-097, ECF CITY )F RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. Please refer to the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 4,2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA98055. Appeals to the Examiner are governed by City of .Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the· appeal process may b,e obtained from theRentonCity Clerk's Office, (425)430-6510. If the Environmental Determination is appealed, a public hearing date will be set and all parties will be ·notified. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at (425) 430-7219. Jason E. Jordan Senior Planner cc: Tennessee Group, LLC / Owner Enclosure ----------~1~05~5~S~o-ut7h~G~m~d~y~W~a-y~-R~e-n-to-n~,W~a-s~hi~ng-t-on-=98~O~55~-----------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE Kathy Keolker-Wheeler. Mayor September 15, 2004 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 CITY )F RENTON PlanningIBuilding/Public Works Department Gregg Zimm-erman P.E., Administrator Subject: Environmental Determ inations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by , the Environmental Review Committee (ERG) on September 14, 2004: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED PROJECT NAME: PROJECT NUMBER: LOCATION: DESCRIPTION: McLendon's Lumber Storage LUA04-097, ECF 440 Rainier Avenue S The applicant is requesting Environmental, (SEPA) Review for the construction of a,new 8,223 square foot pre-engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the' south side of the existihg building. The open-air building is intended to serve as anew truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one story in height and would be approximately 25, feet at its highest point. No trees will be removed as the site is currently 100% impervious and flat. 'Project.construction is proposed to begin in September and be substantially completed by the end of this year. Appeals of the environmental determination must be filed In writing on or before 5:00 PM October 4, 2004. Appeals must be filed in writing, together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. If you have questions, please call me at (425) 430-7219 For the Environmental Review Committee, Q£Jordan Senior Planner cc: King County Wastewater Treatment Division WDFW, Stewart Reinbold David F. Dietzman, Department of Natural Resources WSDOT, Northwest Region Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Melissa Calvert, Muckleshoot Cultural Resources Program US Army Corp. of Engineers ~E;;jCJ'lI\,;CIUIOlOlS',UJlre~S_te_p_h_an_ie_Kr_a_m_er_'_O_ffi_oe_o_f_A_rc_h_ae_O_'O_9Y_&_H_is_to_ric_pr_e_se_rv_a_tio_n-'-_________ ~R E N TON' 1055 South Grady Way -Renton, Washington 98055 * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): LUA04-097, ECF PROJECT NAME: McLendon's Lumber Storage APPLICANT: William Polk LOCATION OF PROPOSAL: 440 Rainier Avenue South DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building is intended to serve as a new truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one story in height and would be approximately 25 feet at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. LEAD AGENCY: MITIGATION MEASURES: The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area and is payable prior to the issuance of building permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES APPLICATION NO(S): LUA04-097, ECF PROJECT NAME: McLendon's Lumber Storage APPLICANT: William Polk LOCATION OF PROPOSAL: 440 Rainier Avenue South DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building is intended to serve as a new truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one story in height and would be approximately 25 feet at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. LEAD AGENCY: The City of Renton Department of Planning/Building/Public Works Development Planning Section Advisory Notes to Applicant: The fol/owing notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1 st and March 31 st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Fire Prevention 1. Separate plans and permits are required for the installation of sprinkler and fire alarm systems if provided. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA04-097, ECF APPLICANT: William Polk PROJECT NAME: McLendon's Lumber Storage DESCRIPTION OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building is intended to serve as a new truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one story in height and would be approximately 25 feet at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. LOCATION OF PROPOSAL: LEAD AGENCY: 440 Rainier Avenue South The City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21 C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. , Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 4, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 O.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: DATE OF DECISION: SIGNATURES: Lee Wheeler, Fire Chief Renton Fire Department SEPTEMBER 20, 2004 SEPTEMBER 14, 2004 DATE DATE'1 ( I *1 ()~ DATE ... \'}; ....... •• . .. .. ENVIRONMENTAL REVIEW COMMITTEE MEETING NOTICE i. September 14, 2004 To: Gregg Zimmerman, Planning/Building/Public Works Administrator Dennis Culp, Community Services Administrator Lee Wheeler, Fire Chief From: Jennifer Henning, Development Planning Meeting Date: TueSday, September 14,2004 Time: 9:00AM ';~ocati()Jl: Sixtl,Floor Conference Room #620 > .& Agenda listed below. McClendon's Lumber Storage (Jordan) LUA04-097, ECF The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre- engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building is intended to serve as a new truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one story in height and would be approximately 25 feet at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. cc: K. Keolker-Wheeler, Mayor J. Covington, Chief Administrative Officer A. Pietsch, EDNSP Administrator ® B. Wolters, EDNSP Director ® J. Gray, Fire Prevention N. Watts, P/B/PW Development Services Director ® F. Kaufman, Hearing Examiner S. Engler, Fire Prevention ® J. Medzegian, Council S. Meyer, P/B/PW Transportation Systems Director R. Lind, Economic Development L. Warren, City Attorney ® STAFF REPORT City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE Project Name: Applicant: Owner: File Number: Project Manager: Project Description: Project Location: Exist. Bldg. Area gsf: Site Area: RECOMMENDATION: Project Location Map September 14, 2004 McLendon's Lumber Storage William Polk William Polk Associates 1120 Post Alley Seattle, WA 98101 Tennessee Group LLC & McLendon Hardware Inc. 715 Lind Avenue SW Renton, WA 98055 LUA-04-097, ECF Jason E. Jordan The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square foot pre-engineered metal building, which is proposed to be an open-air structure on the south side. The new structure is proposed to be attached to the new McLendon's Store (the former K-Mart building) on the south side of the existing building. The open-air building is intended to serve as a new truck delivery drive-through covered areas, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). See additional project description on the following page. 440 Rainier Avenue South 107,084 sf Proposed New Bldg. Area: 8,223 sf 422,225 sf Total Building Area gsf: 115,307 sf Staff recommends that the Environmental Review Committee issue a Determination of Non-Significance -Mitigated (DNS-M). ERCRPT.doc City of Renton PIBIPW Department MCLENDON'S LUMBER STORAGE REPORT OF SEPTEMBER 14, 2004 PROJECT DESCRIPTION CONTINUED: Envirc 'ntal Review Committee Staff Report LUA-04-097, ECF Page2of2 The new structure is one story in height and would be approximately 25 feet at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF NON-SIGNIFICANCE eal Period. Issue DNS with 15 day Comment Period with Concurrent 14 day Appeal Period. C. ENVIRONMENTAL IMPACTS DETERMINATION OF XX NON -SIGNIFICANCE -MITIGATED. XX Issue DNS-M with 14 da A eal Period. Issue DNS-M with 15 day Comment Period with Concurrent 14 day Appeal Period. In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. 1. Fire Prevention Impacts: Fire Prevention staff indicate that sufficient resources exist to furnish services to the proposed development provided the applicant completes required improvements and makes payment of necessary fees. The proposal would include the construction of a new 8,223 square foot lumber unloading and storage area that would potentially impact the City's Fire Department. Therefore, staff recommends a Fire Mitigation Fee estimated at $4,275.96 (8,223 commercial square feet x $0.52 = $4,275.96) be required for the proposal. The payment of the fee would be required prior to the issuance of building permits. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area and is payable prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527. 2. Transportation/Parking Impacts: Vehicular access to the subject site is proposed from South 4th Place, Rainier Avenue South and South 3rd Place. According to the traffic analysis conducted by staff, the proposal is consistent with current City transportation policy and is planned in a matter that is safe and efficient with existing traffic patterns in this area of the City. As the new structure does not create any additional trips (only for unloading purposes) the project is not subject to additional traffic mitigation fees. In addition, as the site had direct access to three surrounding streets and provides ample on- site parking, staff does not expect any queuing issues or the creation of unsafe conditions as a result of this proposal. Mitigation Measures: No further mitigation is recommended. Policy Nexus: Not Applicable 3. Air/Noise Impacts: During project construction (commencing in fall of 2004 and being substantially completed by the end of the same year), vehicle and construction equipment emissions and dust will potentially be released. These impacts would be short-term limited to the construction phase of the project. The applicant would be required to submit a Construction Mitigation Plan, which would include measures to minimize construction impacts. Construction equipment noise would be mitigated by muffling equipment as required per standard construction standards and dust would be controlled using best management construction practices. The noise impacts are not considered significant due to the limited duration of the construction period and existing code provisions, which restrict construction hours and equipment noises. The noise standards would be required to be in compliance with both the City of Renton and the Washington State standards. Mitigation Measures: No further mitigation is recommended. ERCRPT.doc City of Renton PIBIPW Department MCLENDON'S LUMBER STORAGE Envirc 'ntal Review Committee Staff Report LUA-04-097, ECF REPORT OF SEPTEMBER 14, 2004 Page 3 0'3 Policy Nexus: Not Applicable D. MITIGATION MEASURES 1. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area and is payable prior to the issuance of building permits. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. -K-Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM October 4, 2004. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless otherwise approved by the Development Services Division. The Development Services Division reserves the right to rescind the approved extended haul hours at any time if complaints are received. 2. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where no further construction work will occur within ninety (90) days. Alternative measures such as mulch, sodding, or plastic covering as specified in the current King County Surface Water Management Design Manual as adopted by the City of Renton may be proposed between the dates of November 1 st and March 31 st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. Fire Prevention 1. Separate plans and permits are required for the installation of sprinkler and fire alarm systems if provided. ERCRPT.doc ;;i ~':i I, i i i i , i II ! i :~'I I, l~~1 :d':CiI '~I ; ! : ! ;t;l I ~I :;.! ~I ,'I : f i! 17; i~l ~I~I ~ L ~ ~},~I--___ '_.""'''''''-''~-i-'----~ u ~ ~::-C~·~ '.." -__I . .---/ .~,'i\\I\\"!I:lil -l~~~·;=-x=;;~··~!~~~~~~m' """" .-' . .;' ., .. ",'" . " ", ", ---.... ;·~-I-~ -.... ~ .. :'.," ,-' ----__ 'I' ,.//-, .. ' ~,,:::--~.' ----- " ... ,. ...... "'""__ .. //" " d?"'~1 ",. ___ --' 0", "iii,A?" = .... , ~",\",. I., . ~ %,~;:,;.'b~"~·'-~-~ _ It"; :\\~' ,', . " ,,!t,· -.~ .~ \S \\\' ,-,,--~---,-:.,: " . ' :._ ~\\~'" ',I"ji 4·~EMeefT·--~~~ ~~= .. -...... ~~ ) " ~._ ~;_~~:_ .1 • ", \S\' , ,", V " '. '.\ '. <, ", . \ ~';!;";';'~i-~~~l~ ') --:) ~~ j J , \ , ~\ ---'TIII!n~ I'D .c.ND.-aJ -:? ~" ; \ .. ~'~~, ' §,--~-ElIiCI'..cI'rMll1'11tIlEC,.NO. - . . /' 1-- .~.-~u:;= ; l:.NO.~ , \',.:k'~;~lt:-:~~: "J-~~-~:o. " -\\--'~" .... --:.~";:'~-'-.. ," f lXIStIO_·., ttac:on8lt .... _-----'-i. -~"" ,::)_C C' ~ 1= _~~~ I ~ ~TtfGE!IJIl.PKo~ lEW I'ET AI.. al\1..D1tG ADDI'I1O<I< TOTAL eutL.Oko A_A REQl!8fD PAIi1tHiu l&"t""aF. eJllaf. ~ 1eoJe1 !F./!eIr) • Ul5TAU..5 PAFiQJj p!ipy!QEQ' 5T.QC)AR), ""'>leAP, ~l$TAU.5 Q STALLS TOTAL: !l3 !TAU.! N'fBiU,L"~NiIEA< taERUL ~ IOEQJREO $'" ~I.AK>6CAI'£AJ1i£,4. I'!!U'£1EII LM<>OCAF\! ...... TOTAL~""A. N EB IITIII"'I.AIII ~ .. a.,2.ee6P . • ,81451. 1.13 SF. l4.meJ'. ~ WILLIAM POLK ASSOCIATES -1ua~AI.1.£Y.IU.TIlI.~ TB..P'MONI.D.IZZMOIWIIICIII..CUIItI ...... ~ ~ - "" ....... -iii 111M am .,..,~ ............. .... "'" .. m"" .....-;; ~8 Mc:U5NOON ~INIE~ AVENUE STORE-4 """ ... SITE r=~ --A~J : ' 1 :,1 ~ I~ i~ M Ii 1 ! I' I' I: Ii I I , I l:r, :~I '-t : I . ! : I~ 1 iar: o o 0 0 ® 0 0 0 0 cr ~ ~ I Iii 1 I I I , I 1 1 1 __ ._~ ; I I' I I Ii: I I 111[:-::-']10 " I U .,,' "i-~II m "on lin II . " ,,' II It ril m" lim I !r ll, 66dJb o if I t-'-'illLtI o U6T IILIVATION e.cALE, '''01". .. ,,.. <f I -----'-1 ;._,_'- weT IILRVATION 5CALE.I".21t)'-l)" o ! @ Cjl ~ ® 0 1 I <l> I 0 I I [~ -- o I J o 0 ® o o I ! T hifri -~ o r @ ® ,1.1 1. ® ® I ® Cj> I I ___ ~~- @ 'V' I I~ I~I ,i, ;(I"':'l":'I'~'I!~ ''I ~I in I I 1 1 i ::=...6--I f _..J.. __ _ r--------l=F-=p.-~~~----------.. ------, ~fIjr=-:~~[Ll:==+:~1:J~TD III !~ ,~ 1 i i~~ 11 !qll . ; ;~r ~! I:~!~I :=,......1 P"fIIOF108IIO IOUTH IILRVATION SCALE: r.2"'-I)" 0 ® Cj> (j'e ® f> @@ ~0 , ! I ! :i , i, I, --I r--"\I--'-I 6uooLii:JUJJoutJ6d6uBtmEst!Ji I ~.' IIXI&TINCI NORTH IILRVATION e.cAlE, 1".21Zr-e" --' ~ IXI&TINCI eouTH IILRVATION !\CAI..E,l"o2"'·tr' WILLIAM , POLK ASSOCIATES ..........--'~~-=:, -- ~:~, l1J~~ ~ -!IO pI!OIIPT!O!! I!6T! .,,'" ........-- ~"'I eenl1D4 """"""'" "'" .... IM.211!l'·I!)" .....,"'" MeUiNC>ON ~INIER AYENUE ~TO~·4 """".. eul~ING ~VATION~ Al.2 d ~ ~; :~I iOI I--i i! ! I ! ; II i i I·f)! '~i :~L AI i I \ 1 , ;~I I! 1 j= ~i~ :1! Illi ,~I' I~I , i Ii i i i i :iYr i~lcl :~.ls_ SW SUNSET BOULEvARD RENTON S140PPING CENTER ....... 1 SA~iA F~ eU~ ~~6 i O~ ~O\<-il-\~l"" S 3RD STREET RETAIL ., SITE - HcLENDOO ~AF<DWARE STORE 1 1 SC1400L ~ =i 6 IU -4 ....... / r. OFFICE 1> r;;. z co !TI ~ ~'r til' N E9 NlIGHeoRJoIOC)O CIT.4I1. I'toIP _A' ... l".Il!)tI'·tr· I WILLIAM POLK ASSOCIATES ~ '~~~ -- ,\:::;:~~ -II!! !!UC!!!P[!)Jf pm "" ...... ..---- ~ eel21lfM 1iiII&+....... _ ,.,.,--- ".., 111i11111---!KJ.I tuiiDlf "'" 1" •• '4' Mc:L.ENOaN RAINIER AYENUE eTORE·4 NEIGIoIeo~IoI000 OETAII .. MA~ A~.~ I I _··· .. · .. 11 IMCP) Airport Way ZONING PIBIPW TlCHNlCAL SBB.VICBS 12104/03 CDCP) G3 -19 T23N R5E E 112 - - - -Renton dlv Umit,l l~OO F3 18 T23N R5E E 1/2 5318 ,-ONING MAP SofJK RESIDENTIAL ~ Resource Conservation EI Residential dulac ~ Residential dulac ~ Residential dulac 8 Residential Manufactured Homes I R-IO I ResldenUal 10 dulac I R-14 t Residential 14 dulac I RM-li ResldenUal MulU-FamUy Inf111 I RH-N l Residential Multi-Family Neighborhood Center (RH-C I Residential Multi-Family Suburban Center MIXED USE CENTER ~ Center Neighborhood- @ Cenler Suburban- rUe-NI) Urban Center -North ~ Urban Center -North 2 C§:] Center Downtown· §] Cenler Office Residential COMMERCIAL ~ Commercial Arterial· ~ Commercial Oftice* [£SJ Convenience Commercial INDUSTRIAL W Industrial -Heavy o Industrial -Medium o Industrial -Light CP) Publ~cly owned ___ Renlcn City Limits ____ Adjacent City Limits _ Book Pages Boundary KROll PAGE {RH-T l Residential Multi-Famn,. Traditional {RH-U l Residential Multi-Family Urban Cenle~ • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts. please see RMC 4-3. PAGE# INDEX SECTITOWNIRANGE City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: -_o:..o~ APPLICATION NO: LUA-04-097, ECF APPLICANT: William Polk PROJECT MAN PROJECT TITLE: McLendon's Lumber Stora e PLAN REVIEW: SITE AREA: 422,225 s uare feet LOCATION: 440 Rainier Avenue S SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store.(the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water LiqhtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public SeN/ces ...,., Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10.000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional info ation is neede 0 properly assess this proposal. City of Renwtl Department of Planning / Building / Public WI.>. ,,-6 ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~ COMMENTS DUE: SEPTEMBER 2, 2004 APPLICATION NO: LUA-04-097, ECF DATE CIRCULATED: AUGUST 19, 2004 APPLICANT: William Polk PROJECT MANAGER: Jason Jordan ~P~R=O~JE~C~T~T~IT~L=E~:~M~c=Le~n~d~o~n'=s~L~um~be~r~S~t~or~a~e~ __________ ~~~~~~~~~~~~ __________ ~~~eH~SION B SITE AREA: 422,225 s uare feet uare feet LOCATION: 440 Rainier Avenue S SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housinq Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS We have reviewed this application with particular attention to ose areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Renton Department of Planning / Building / Public WorKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Tr COMMENTS DUE: SEPTEMBER 2, 2004 APPLICATION NO: LUA-04-097, ECF DATE CIRCULATED: AUGUST 19, 2004 APPLICANT: William Polk PROJECT MANAGER: Jason Jordan PROJECT TITLE: McLendon's Lumber Stora e SITE AREA: 422,225 s uare feet BUILDING AREA LOCATION: 440 Rainier Avenue S WORK ORDER NO: 77300 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water LiahtlGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy! Historic/Cultural Natural Resources Preservation Airport Environment 10.000 Feet 14.000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date City of Renron Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET COMMENTS DUE: SEPTEMBER 2 APPLICATION NO: APPLICANT: William Polk PROJECT MANAGER: PROJECT TITLE: McLendon's Lumber Stt1,r",r,O PLAN REVIEW: Arneta Hor,n'M,nor SITE AREA: 422 re feet BUILDING AREA uare feet LOCATION: 440 Rainier Avenue S WORK ORDER NO: 77300 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More. Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housina Air Aesthetics Water Liaht/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public SeNices Energy/ Historic/Cultural Natural Resources PreseNation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED ~:~ENTS-I. __ \~O r--w ,tiU City of Remon Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ~n<;1nt{j)Dy) COMMENTS DUE: SEPTEMBER 2, 2004 APPLICATION NO: LUA-04-097, ECF DATE CIRCULATED: AUGUST 19, 2004 .... CITYOFR""~ APPLICANT: William Polk PROJECT MANAGER: Jason Jordan PROJECT TITLE: McLendon's Lumber Storage PLAN REVIEW: Arneta Henninger ,''AUG I () !/. SITE AREA: 422,225 square feet BUILDING AREA (gross): 115,307 SQU LOCATION: 440 Rainier Avenue S I WORK ORDER NO: 77300 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest pOint. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Air Water Plants Land/Shoreline Use Animals Environmental Health Energy/ Natural Resources B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS F a/f OW Repor+- Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Housing Aesthetics Light/Glare Recreation Utilities TransDortation Public Services Historic/Cultural Preservation Airport Environment 10,000 Feet 14,000 Feet CITY OF RENTON RECEIVED AUG 202004 BUILDING DIVISION We have reviewed this application with particular attention to those areas in which we have expertise id have identified areas of probable impact or areas where additional information is Ged to roperfy assess this proposal. ~/ ~ J / 0 Signature of Director or Authorized Repres Date / 1 City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICAT/C ~::-R:E-~E=~:-S7l-E:;E--;T--' ''''\ I£; If.. d Wi i~ :\ REVIEWING DEPARTMENT: fir rt. ; ( 1/ '-'-' "'" .~ w ~ ~ \ COMMENTS DUE: SEPl EM:J: ER 2, 2004 APPLICATION NO: LUA-04-097, ECF DATE CIRCULATED: AUGl"~TH! ,20i\'m~ 1 q ?004. U') .... ... APPLICANT: William Polk PROJECT MANAGER: Jas n Jor an PROJECT TITLE: McLendon's Lumber Storage PLAN REVIEW: Arneta Her ninger CITY OF RENT9N rltic u::nm IIVICI~ I SITE AREA: 422,225 square feet BUILDING AREA (gross): 115;3Ofsq~ LOCATION: 440 Rainier Avenue S I WORK ORDER NO: 77300 SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transoortation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14 000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is eeded to properly assess this proposal. Signature of Director or Authorized Date j< .... DATE: TO: FROM: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM August 23,2004 Jason Jordan, Senior Planner Corey Thomas, Plans Review Inspector SUBJECT: Mclendon's Lumber Storage Environmental Impact Comments: 1. A fire mitigation fee of $4,275.96 is required based on $0.52 per square foot. Code-Related Comments: 1. Separate plans and permits are required for the installation of fire sprinkler and fire alarm systems. City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET _R_E_V_IE_W_IN_G_D_E_P_A_RT_M_E_N_T:_ ...... P.J.£:!..~.L:s==--_____ -I-C:...:O:...:.;M.:..:.,:M..;.::E:..:....:N...:....TS=-D::....U:...:E:..:...: --=S:...:E::..:P_T:....:E::..:M.:..:.=B..:;:E...:....R:....:2::..!.,....:;2:...;;O..:;.O...:,.4...:;.(J ..... ' -=-__ ~ -..:..~~~~~~~~~-----------r~~~~~~~~~~--_~~!::=:I~~._~·~~~. -'};tt1 APPLICATION NO: LUA-04-097, ECF DATE CIRCULATED: AUGUST 19, 2004 ~.-. "" \..' c:;. .... ~A~P~P=LI~C~A~N~T~:~W~i~lIia=m~P~o~lk~ ______________________ -r~P~R~O~J~EC=T~M~A~N~A~G~E~R~:~J~a=s=on~J=o~r=da~n~ ________ ~~~O~ __ ~~.~# ~ ~P~R~O~J~EC~T~T~IT~L~E~:~M~c=L=e~n~d~on~'s~L=um~be=r~S~t~or~a~gle __________ -4~P~LA~N~R~E~V~IEW~~:~A~r~ne=t~a~H~e~n~n~in~g,er~ ___________ ~~~~~~~\ __ ~~ ~ SITE AREA: 422,225 square feet BUILDING AREA (gross): 115,307 square feet ~ ~ ~ t':} --z. LOCATION: 440 Rainier Avenue S WORK ORDER NO: 77300 'M ... ' SUMMARY OF PROPOSAL: The applicant is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be attached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure is one-story in height and would be approximately 25 at its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS with part" lar attention to those areas in which we have expertise and have identified areas of probable impact or l.idfo6l'n:>l'bh to properly assess this proposal. Date CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 19th day of August, 2004, I deposited in the mails of the United States, a sealed envelope containing Notice of Application documents. This information was sent to: Surrounding Property Owners See Attached N KA~"II (Signature of Sende •.• ·s··,·o·· ..• O..tit, -"it-'s '" ~" . ~ " ; .. '~ ~ .. '~~ STATE OF WASHIN : /Ii ~OT4~,_ ~\ "1\ ~ SS ~. r m. ~ , : ... ~ 00' ~ COUNTY OF KING ) % ~ \. '¢USL\C / j I,,,~, 8. " ~ ... 't ~ •••• '29-07 .·'~O': I certify that I know or have satisfactory evidence that Stacy Tucker .... o,;.-· .. ·· .. ··~e __ -: signed this instrument and acknowledged it to be his/her/their free and voluntary act fo~~~~~ purposes mentioned in the instrument. Dated: t1..-0· 'UfJ. Qb')11 Notary (Print): __ ~aW-"44~j~'~b~ffIol',*~Afo,~~'SiH"EFFfpP--------------- My appointment expires: MY APPOINTMENTEXPIRES 6-29-07 McLendon's Lumber Storage LUA04-097, ECF · . •• JAMES V. COOKS PO BOX 729 CHELAN WA 98816-0729 STEINER FRED 1301 5TH AVE STE 2600 SEATTLE WA 98101-2622 RONNIE A. & ROBERTA K. MCDONALD 216 NW 5THST RENTON WA 98055-1015 FRED MEYER STORES INC PO BOX 42121 PORTLAND OR 97242-0121 SOUTH LAKE VETERINARY VENTURES 203 SW SUNSET BLVD RENTON WA 98055-2318 LEON S. CAPELOUTO 4546 CALIFORNIA AVE SW SEATTLE WA 98116-4111 MT DEVELOPMENT CO LLC CARDLEY AV #B MEDFORD OR 97504 R & M PROPERTIES LLC 2565 DEXTER AVE N APT 402 SEATTLE WA 98109-1954 CORP CATHOLIC ARCHBISHOP 910 MARION ST SEATTLE WA 98104-1274 L1EM HOANG No\-tk\\~}<- 312 S TOBIN ST a.~ o.ddrt"~ RENTON WA 98055-1306 %,\~\()'l JJJ INC 5641 PLEASURE POINT LN SE ElELLEVUE WA 98006-2655 NORTHRN SANTA FE BURLINGTON PO BOX 96189 FORT WORTH TX 76161 WORKS L. L. C. MOTORCYCLE 485 RAINIER AVE S RENTON WA 98055-2402 ~T~ ~ ZAFIRA AZZOLA .~ :tt\S~'tfI (- 39560 STEVENSON PL FREMONT CA 94539-3074 'fJ2A 0"1 ANTHONYS RECTORY ST 406 S4TH ST RENTON WA 98055-2540 JESSIE MACRIS. THE 1218 3RD AVE STE 2000 SEATTLE WA 98101-3235 MALESIS L. L. C. ANNA 261 TAYLORAVENW RENTON WA 98055-1117 ALDO L. ZERBATO 205 S 3RD ST RENTON WA 98055-2030 MALESIS ENTERPRISES 12865 SE 223RD PL KENT WA 98031-3962 LITHIA REAL ESTATE INC 360 E JACKSON ST MEDFORD OR 97501-5825 CBIZ PROPERTY TAX SOLUTIONS 1777 NE LOOP 410 STE 1015 SAN ANTONIO TX 78217-5209 HENRY & SANDRA FRIEDMAN 8803 SE 78TH ST MERCER ISLAND WA 98040-5714 .... SEATTLE WA 98104-1274 ENOCH V. MAFFEO 400 SHATTUCK AVE S RENTON WA 98055-2425 D.E.TRAXEL 418 SHATTUCK AVE S RENTON WA 98055-2425 AUTOMATION ATS 450 SHATTUCK AVE S STE 100 RENTON WA 98055-2427 M.HADIFAKHARZADEH PO BOX 78404 SEATTLE WA 98178-0404 HAROLD A. DEACY 407 WHITWORTH AVE S RENTON WA 98055-2418 HARRY A. & JANET BLENCOE 112 MONTEREY DR NE RENTON WA 98056-4035 GAVIN MARK 201 S4TH PL RENTON WA 98055-2426 --. RENTON WA 98055-2540 DAVID LONG 408 SHATTUCK AVE S RENTON WA 98055-2425 SCOTT F. KANEMORI 432 SHATTUCK AVE S RENTON WA 98055-2425 TEAM PROPERTIES LLC 450 SHATTUCK AVE S STE 100 RENTON WA 98055-2427 RICK G. & STEPHANIE A. CLAREY 419 WHITWORTH AVE S RENTON WA 98055-2418 DONUTS LLC CAFE 330 RAINIER AVE S RENTON WA 98055-2403 HARRY A. & JANET BLENCOE 112 MONTEREY DR NE RENTON WA 98056-4035 JDA GROUP LLC 95 S TOBIN ST STE 201 RENTON WA 98055-1324 PHILIP J. SHERIDAN 2016 S LUCILE ST SEATTLE WA 98108-2921 RYAN C. & SHANNON MCLAUGHLIN 2719 NE 4TH CT RENTON WA 98056-4007 DOMINICK S. GOSCIEWSKI 409 WHITWORTH AVE S RENTON WA 98055-2418 BISHOP OF CH JESUS CHRIST 50 E NORTH TEMPLE SALT LAKE CITY UT 84150-0001 NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: Augu.1 19, 2004 LAND USE NUMBER: LUA04-097, ECF PROJECT NAME: McLendon's Lumber Storage PROJECT DESCRIPTION: The applicant 'I raqualtlng Environmental (SEPA) Review tor the construction of a new 8,223 aquare feet, pre-engineered metal building, which would be open on the south side. The new structure 18 proposed to be attached to the New McLendon'. Store (tho formor K-Mart building) on tho south side ot the existing structure. The open-air building I. Intended to lorva aa the new drlv&-through covered ares, WhIch would be utilized to unload lumber trucks before movIng the lUmber Into the main 8al01 area (within the existing building). The new structure 1. one-story In height and would be approximately 25 at Its highest point. No treus will be removed 88 the 81te II currently 100·k Impervious and tlat. Project construction Is proposed to begin In September and be substantially completed by the end at this year. PROJECT LOCATION: 440 Rainier Avenue S OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City 01 Renton has determined that sign1flcant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21C.110, the City of Renton Is using the Optional ONS·M process to give notice that a DNS· M Is likely to be Issued. Comment periods for the project and the proposed DNS·M are integrated into a single commenl period. There wlll be no comment period following the Issuance of the Threshold DeterminatIon of Non·Signlflcance· MItigated (DNS-M). A 14-day appeal period wiliiollow the Issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: August 12, 2004 August 19, 2004 APPLICANT/PROJECT CONTACT PERSON: WIlliam Polk; Tel: (206) 622-8443 Permits/Review Requested: Environmental (SEPAl Review Other Parmlls which may be required: Building and Fire PennUI Requested Studies: N/A Location where application may be reviewed: Plannlng/Bulldlng/Publlc Works Department, Development Services DiVision, Sixth Floor Ranlon City Han, 1055 Soulh Grady Way, Renton, WA 96055 CONSISTENCY OVERVIEW: Land Use: Environmental Documente that Evaluate the Proposed Project: Development Regulations Used For Project MItigation: Proposed MItigation Measures: Commercial Arterial (CA) NlA The project will be subject to the City'. SEPA Ordinance, Zoning Code, g~~:~:n~:~:t~~ga~I::::~~:~~~~ ~~~:~ aS~:~:~f:~~~:~n:~I:~:~~I~~~~: I as appropriate. I I 1. The applicant will be requIred to pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of new construction. 2. The applicant will be requIred to pay the approprIate Traffic M1t1gatlon Fee based on $75 per net new average daily trl~ associated with the project. Comments on the above application must be SUbmitted In writing to Jason Jordan, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 2, 2004. If you have questions about this proposal, or wish to be made a party of record and receIve additional notificatIon by mall, contact the Project Manager. Anyone who submits written comments will automatically become a party Of record and wlll be notIfied of any decision on this project. CONTACT PERSON: Jason E, Jordan, SenIor Planner; Tel: (425) 430-7219 P~EASE INCLUDE THE PROJECT NUMBER WHEN CAL~ING FOR PROPER FI~E IDENTIFICATION II you would like to be made a party 01 record to r8Celvelurther Inlormatlon on this proposed project, complete this form and return to: City of Renton, Development Planning, t 055 So. Grady Way, Renton, WA 98055. File NoJName: ~UA04-097 / McLendon's Lumber Storage NAME: ____________________________________________ ___ ADDRESS: __________________________________________ ___ TELEPHONE NO.: _______ _ ~""\,~,~------..:-.... ~··:<~\.'{N 1V1.1~'t" --~ ......... ..,'" " .: -"''f'>:,\SS'°tV···.~:.t-" .: ~: •• ~,., ~-'-'.-~ ~o CERTIFICATION : .. 0 "\07:-r,;o· •• \~i). : : (j ,.. ,.q~)-'5l~ -n ~ ~ : -.. m: ~ ~(I): ~ ..... (I): ~ C'. '" .3 ~ "'" ~. Uaue .: ; I, lJ.)e('«.i<' J OrolAh , hereb~certify that copit~f.~~ .,/~ f above document were posted by me in conspicuous places on"f)r.~$g~.1.~(?).~ .. -.:' the described property on ~3-J'I cJ..oo'1 """!',~~,,,,,,,,,,, Signed:"'J?2d1Ju1 ~ ATTEST: Subscribed ~rn_ ~ me, a Notary Public, in and for t~ ~ --~ Washingtonresidingi~ ,onthe ~ t-.J.. dayof~< eXJOf'. MARll~CHEFF MY APPOINTMENT EXPIPct' " e- DATE: August 19, 2004 LAND USE NUMBER: LUA04-097, ECF PROJECT NAME: McLendon's Lumber Storage PROJECT DESCRIPTION: The applicant Is requesting Environmental (SEPA) Review for the construction of a new 8,223 square feet, pre-engineered metal building, which would be open on the south side. The new structure is proposed to be aHached to the New McLendon's Store (the former K-Mart building) on the south side of the existing structure. The open-air building is intended to serve as the new drive-through covered area, which would be utilized to unload lumber trucks before moving the lumber into the main sales area (within the existing building). The new structure Is one-story in height and would be approximately 25 at Its highest point. No trees will be removed as the site is currently 100% impervious and flat. Project construction is proposed to begin in September and be substantially completed by the end of this year. PROJECT LOCATION: 440 Rainier Avenue S OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS-M process to give notice that a DNS- M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPLICATION: August 12,2004 August 19,2004 APPLICANT/PROJECT CONTACT PERSON: William Polk; Tel: (206) 622-8443 Permits/Review Requested: Other Permits which may be required: Requested Studies: Location where application may be reviewed: CONSISTENCY OVERVIEW: Land Use: Environmental Documents that Evaiuate the Proposed Project: Development Regulations Used For Project Mitigation: Proposed Mitigation Measures: Environmental (SEPA) Review Building and Fire Permits NlA Planning/Building/Public Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Commercial Arterial (CA) N/A The project will be subject to the City's SEPA Ordinance, Zoning Code, Critical Areas Regulations, Public Works Standards, International Building Code, Internatlonai Fire Code, and other applicable codes and regulations as appropriate. 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on $0.52 per square foot of new construction. 2. The applicant will be required to pay the appropriate Traffic Mitigation Fee based on $75 per net new average daily trip associated with the project. Comments on the above ap\-.. Jation must be submitted In writing to Jason Jordan, S"" "or Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on September 2,2004. If you have questions about this proposal, or wish to be made a party of record and receive additional notification by mail, contact the Project Manager. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: Jason E. Jordan, Senior Planner; Tel: (425) 430-7219 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I 5W 5UN5ET BOULEvARD 5 3RD 5TREET RETAIL SC~OOL RENTON 5~OFFINC:s CENTER OFFICE If you would like to be made a party of record to receive further information on this proposed project, complete this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-097 / McLendon's Lumber Storage NAME: ______________________________________________ _ ADDRESS: ____________________________________________ _ TELEPHONE NO.: _______________ _ 0, CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 19th day of August, 2004, I deposited in the mails of the United States, a sealed envelope containing Acceptance Letter documents. This information was sent to: William Polk Applicant Tennessee Group LLC Owner (Signature of Sender)~: .c.~~~4-....::::::!!~:::"':~~"L------------:~; STATE OF WASHINGTON COUNTY OF KING I certify that I know or have satisfactory evidence that Stacy Tucker signed this instrument and acknowledged it to be his/her/their free and volunta purposes mentioned in the instrument. Dated: ~ "U>, ~y ashington Notary (Print): __ --LlM~Au.IIBIIIoJI YNUlI..UK.I:I,IAMCJllUlJHgFFF::.-_____________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 McLendon's Lumber Storage LUA04-097, ECF ~c~. 'I» ..u. - CITY )F RENTON PIanning/BuildinglPublic Works Department Gregg Zimmerman P.E., Administrator Kathy Keolker-Wheeler, Mayor August 19, 2004 . William Polk William Polk Associates 1120 Post Alley Seattle, WA 98101 Subject: Dear Mr. Polk: McLendon's Lumber Storage LUA-04-097, ECF The Development Planning Section of the City of Renton has determined tha:t the subject application is complete according to submittal requirements and, therefore, is accepted for review. . . . It is tentatively scheduled for consideration by the Environmental Review Committee on September 14, 2004. Prior to that review, you will be notified i,f any additional information is required to continue processing your application. Please contact me at (425) 430-7219 if you have any questions. Sincerely, /.?{. ~!n E. Jordan Senior Planner cc: Tennessee Group, LLC / Owner ------------1-05~5-S-o-ut-h-G-rn-d-y-W.-ay---R-e-n-to-n,-w.-a-sh-i-ng-to-n-9-8-0-55------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE ... /i ft • City of Renton LAND USE PER'MIT OEVELOPM CITY O~'lJfkANNI" ""ON AUG 1 2 200~ MASTER APPLICATION RECEIVED .' ,PROPERTY OWNER(S) PROJECT INFORMATION NAME: " L.1..C:: . ,:re.,..,"'ESS-&& c;.~cJf' , ...... PROJECT OR DEVELOPMENT NAME: ItA '" L.. 6to:lPDrJ J+Aft"wAt~E . ADDRESS:( ,.S ,,-uJe;) ~e, ~.w. , PROJECT/ADDRESS(S)/LOCATION AND ZIP CODE: . , 4-40 RA'"s '''If. ~e . ~. CITY: ~e""'-ro~ ZIP: 18D.;5 , Rl!lJro,.J I W,. '[1.056 I " .. TELE~HONE NUMBER: "", .', +-2.,'-235 -~~'12. APPLICANT (if other'than owner) " " ,--.., , KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): ,61. ~o'S" -q lJa -08 ; NAME: "'h L,.o t.. 1A-M PD'-IC... EXISTING LAND USE(S): ~e..rAi'" , , COMPANY (if applicable): P~a...IC. 'M ~c:.u~.:r .. ,s ~& .... L., .... Ai\ ~~L., PROPOSED LAND USE(S): ~"".Mt.E. ..... ADDRESS: PD~f""~ II'ZD EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: a.MP .... D"'fME!.. ... ,... 4ftGA., c:..oMM~IA-4- CITY: S£A;n"L.L ZIP: qs,ol --.-- PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): $A-Me. ,,, .. TELEPHONE NUMBER 2-D". t. '2. 2. -&4-4 ~ , COMMea((.·~t.. A~IM.CCJID EXISTING ZONING: CONTACT PERSON PROPOSED ZONING (if applicable): SArM~ NAME: SA-t--\E.. M JvPfL I ,,..,.,..s r SITE AREA (in square feet): 4-2.'2., '2.2;- SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED COMPANY (if applicable): FOR SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (if applicable): IJ/A ADDRESS: PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): IJ/A CITY: ZIP: NUMBER OF PROPOSED LOTS (if applicable): t IJA TELEPHONE NUMBER AND E-MAIL ADDRESS: "), '. NUMBER OF NEW DWELLING UNITS (if applicable): ~/4 Q:\WEB\PW\DEVSERV\Fonns\P\anning\masterapp.doc08l29/03 F )JECTINFORMAT~I_O_N~{_~co_n_\ __ ~~_ed~I) ______________ ~~ NUMBER OF EXISTING DWELLING UNITS (if applicable): O/A SQUARE FOOTAGE OF PROPOSED RESIDENTIAL BUILDINGS Of applicable): tJ/A SQUARE FOOTAGE OF EXISTING RESIDENTIAL BUILDINGS TO REMAIN (if applicable): IJ/A SQUARE FOOTAGE OF PROPOSED NON-RESIDENTIAL BUILDINGS (if applicable): 8, '2.1.3 SQUARE FOOTAGE OF EXISTING NON-RESIDENTIAL BUILDINGS TO REMAIN (if applicable): l07,O8+ NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): iJ!A NUMBER OF EMPLOYEES TO BE EMPLOYED BY THE NEW PROJECT Of applicable): 8~6&J SIT"e PROJECT VALUE: IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA, PLEASE INCLUDE SQUARE FOOTAGE (if applicable): [J AQUIFER PROTECTION AREA ONE [J AQUIFER PROTECTION AREA TWO [J FLOOD HAZARD AREA [J GEOLOGIC HAZARD [J HABITAT CONSERVATION [J SHORELINE STREAMS AND LAKES [J WETLANDS ___ sq.ft. ___ sq.ft. ___ sq.ft. ___ sq.ft. ---:._....;,.. sq. ft. LEGAL DESCRIPTION OF PROPERTY (Attach'lejJsl'description on separate sheet with the following infonnation included) " . , SITUATE IN THE' QUARTER OF SECTION _, TOWNSHIP _, RANGE_, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES List all land use applications being applied for: 1. SI-lG plao rnocAqi c~ N/C!J 3. . .~\J.J ~ 2. w.r.(IUI\.~. ~ ~ 4. Q~y~~ Staff will calculate applicable fees and postage: $ 40'OfDfl- AFFIDAVIT OF OWNERSHIP I, (Print Name/s) an i L . /II (.L E.N bDN' ( t1,t:.HA SJ.. D INC LfllcPa~at I am (pleas~ check' one) _ the current owner of the property involved in this application or ~ the authorized representative to act for a corporation (please attach proof of authorization) and that the foregoing statements and answers h~rein contained and the information herewith are in all respects true and correct to the bes~_~e and be~ef. I certify that I know or have satisfactory evidence that ~~.IJrir.J!.tYI>'UI( kiJm . signed this instrument and acknowledged it to be hislherltheir free and voluntary act for the ~ uses and purposes mentioned in the instrumenl __ .... ,""'''''':-" , ~ _--~"E iVl. \,\\ .:" ~~ ••••••••• : S<.t. ,1, (Signature of OwnerlRepresentatlve) Q:\WEB\PW\DEVSERV\Forms\Planning\masterapp.doc08/29/03 ~ _{f"'~SS\ON 12"l-" ~<: I, ;' ~ ,'. ~ '~ ... 0 " ~ : ~ ""OTARv ?'l". 'I, I .0 \" r rn. ~ ~qJ.~!:::H='d:~!.L.4..x.~r..£.:i"",~....;·~_ 0-0-:0 en : ~ 'I. ~ PC' ~ Public in and for the State ofWashingto~ ... UBU :.~ '\Pl.'. '!I ~ .'~." 't ~ ··:P-29-():~···~"'.t' I, ~Q"'''''' ~('::j. ..:' '\\ V::WAS\\~ _---\""", .... - Notary (Print) ~A R. De.,re M. 13 u.. L I-D My appOintment expires: I/) -I!. Cf -().5" ,\. .. 20040102001935.003 EXHIBIT "A" THAT PORTION OF H H. TOBIN'S DONATION CLAIM NO. 37 AND OF GOVERNMENT LOT 16, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A MONUMENT SET AT THE INTERSECTION OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH IN THE CIIY OF RENTON, WASHINGTON; THENCE SOUTH 01°19'10" WEST A DISTANCE Of 311.26 FEET AND SOUTH 87°47'06" WEST A DISTANCE OF 30.06 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION, THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SOUTH 3RD PLACE SOUTH 87°46'40" WEST A DISTANCE Of 394.01 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE ALONG THE ARC Of A CURVE TO THE LEFT HAVING A RADIUS Of 300 fEET AND A CENTRAL ANGLE OF 31 °13'30" A DISTANCE OF 163.48 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-Of-WAY LINE SOUTH 56°33'10" WEST A DISTANCE OF 160.66 fEET TO APOINT ON THE NORTHEASTERLY RIGHT-Of-WAY LINE OF STATE ROAD NO.5; THENCE ALONG SAID NORTHEASTERLY RIGHT-Of-WAY LINE SOUTH 19°59'20" EAST A DISTANCE OF 664.71 fEET TO A POINT ON THE NORTHERLY RIGHT-Of-WAY LINE OF SOUTH 4TH PLACE, THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY LINE NORTH 76°27'40" EAST A DISTANCE OF 451.30 FEET TO A POINT ON THE WESTERLY RIGHT-Of-WAY LINE OF SHATTUCK AVENUE SOUTH; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE NORTH 01 °19'10" EAST A DISTANCE OF 672.49 FEET TO THE TRUE POINT OF BEGINNING; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. PROJECT NARRATIVE This project adds an 8,223 square foot pre-engineered metal building with open sides on the south side, and attached to, the McLendon Hardware store (former Kmart) on Rainier . Avenue. The purpose of the building is to provide a drive-through covered area, out of the rain, to unload lumber trucks before moving the lumber into the store. Trucks will park under this roofed area while unloading. The highest point of the building is 25 feet high along the existing south wall of the store which is 3 feet higher than the existing store. The roof slopes down to 19'-5" at the south side. No trees will be removed since the site is currently 100% paved and will remain so. DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED fELOPMENT SERVICES DIVISION • WAIVER OF SUBMITTAL REQUIRE~NTS FOR LAND USE APPLICATIONS U.HH:.:~\f)0WilQ~~N:g~~WS~0ft:U·H))\: ':~))0~y~j0U /;0~i~8:0:<:.H)UU~)UUURR~¥:;~N!~<UUUUUUU Calculations 1 f.~j~r~~:¥'~p'~}9~:~~#.~~Y::~::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Construction Mitigation Description 2 AND 4 :t¥.~~!~:W9~ks.~~~~:~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Drainage Control Plan 2 :p'~j~~~~:~~~:~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Elevations, Architectural 3 AND 4 :$~~~~~~~~~1:9~~~~!j~~:~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Existing Covenants (Recorded Copy) 4 :$*i~t!~9:f.$~~~~~~~:~~~f.~~~:¢9P.Y.):f:::::::::::::::::::::::::::: :::::::::::::::::::i:::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Flood Hazard Data 4 ~ . :F.!9.~f::P:~~~:~:~~~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i::: Geotechnical.R~P911:2AND3 :$.~~~j~g:)?,~~;:¢~~~pt~~I:~:!::::::::~:::::::::i:::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Grading Plan, Detailed 2 :H~~l~~fp~~#:~8~~::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: King County Assessor's Map Indicating Site4 :@.n~~#.p.!n~:f:!~~i::¢§~~~ii~Y~'~::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Legal Description 4 :q#f8f::$.~~~8#'~!@::~f:9~~:9.~n~~~~:::::::::::::::::::::::::::::::: .::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Mailing Labels for Property Owners 4 M~P':8f::$j~#n~:~1~:9#.~j~~8~#:~:::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Master Application Form 4 :M~~~tP~~i:¢~f:~~:(8~~:~:~~~~m~htj:~::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i:::::::::::::::::::::: Neighborhood Detail Map 4 This requirement may be waived by: 1. Property Services Section PROJECT NAME: ___________ _ 2. Public Works Plan Review Section 3. Building Section DATE: __________ _ 4. Development Planning Section PMENT PLANNING DEV'a~ OF RENTON AUG' 2 2004 RECE\VED Q:\WEB\PW\DEVSERV\Forms\Planning\waiver.xls 01/06/2004 \ . DEVELOPMENT SERVICES DIVIS. WAIVER OF SUBMITTAL REQUIREMENTS FOR LAND USE APPLICATIONS >~:l:)·~U:::m~~:~E~Jt~IM~~~:'M~mf~:l:l:lll:lll:l:::l~j~~~t~~~l:{l:~A~~'~~\.>lU:~:/l!»lUfA~M~~f#:~):l!l!>\:::l:>l» Parking, Lot Coverage & Landscaping Analysis 4 RI~~:R~~~~~:(p:t~r~}.:~:::::::::::::::::::::::;ii::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Postage 4 R~~P.i?!j~tj~D:M~~~j@:~~iB~~Jj:~::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Public Works Approval Letter2 ~~~~~!!~#~!9~:R~~:f:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Screening Detail 4 ~!~~::~I~~:~:~~~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Street Profiles 2 ttt.!~:~~P'8~:#::P'!~~:9.~if~~~:~:::::::::::::::::::::::::::::::::::::::::~::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Topography Map3 _ v #~~~:~~~~y::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::~:::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Tree Cutting/Land Clearing Plan 4 8tJ h~ ,'" A ;... -'1J.oL-"," .~ V~~~::¢~~~~#~i9~:~~~~y:pi~~~~:~~~~::::::::::::: ::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::: :::::~:::g:&.4t::::::::::::::::::::::::::::::::::::::::::::::: Utilities Plan, Generalized 2 W~ti~~::Mi@~ti6~:Pk;:j:F.fri~t:4::::::::::::::::::::::::::::::::::::::::::: ::::::~:::::::: :::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: . Wetlands Mitigation Plan, Preliminary 4 ~ w.~~!~~::f~~p.~i#~~I~~~~~:~::::::::::::::::::::::::::::::::::::::::::::::::: :::::~::::::: :::::::::::::::::::::::::::::::: :::::::::::::::::::::::::::::::::::::::::::!::::::::::::::::::::::::::::::::::::::::::::::::::::: Wireless: Applicant Agreement Statement 2 AND 3 Inventory. of Existing Sites 2 AND 3 Lease Agreement, Draft 2 AND 3 . Map of Existing Site Conditions 2AND3 Map of View Area 2 AND 3 Photosimulations 2AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section . 4. Development Planning Section PROJECTNAME:~t1~~H· ~~~~=-~ __________ __ DATE: _~....Io........Jp,---20--+/-Q---'=(54--"~ ____ _ Q:\WEB\Pw\OEVSERWorms\Planning\waiver.xls 01/06/2004 APN '-OWIJ8rs SltllsAddress City . . ZIPCod8 . Phone No . Mail Address MailCiiylS~te Mail ZIP 1 000720-0003 COOKS JAMES V 201 S3RD ST KENT 98032 PO BOX 729 CHELANWA 98816 2 000720-0035 HOANG LlEM 312 S TOBIN ST RENTON 98055 I 312 S TOBIN ST RENTONWA 98055 3 000720-0101 JESSIE MACRIS. THE 320 S RAINIER AVE 1218 3RD AVE STE 2000 SEATTLEWA 98101 < 000720-0123 FRED STEINER 125S3RDST RENTON 98055 1301 5TH AVE STE 2600 SEATTLEWA 98101 5 000720-0124 JJJ INC 107 S3RDST RENTON 98055 5641 PLEASURE POINT LN SE BELLEVUEWA 98006 6 000720-0126 ANNA MALESIS L L C 315 S RAINIER AVE 261 TAYLOR AVE NW RENTONWA 98055 7 000720-0132 MCDONALD RONNIE A & ROBERTA K 206"72-4977 216NW5TH ST RENTONWA 98055 8 000720-0137 FRED STEINER 115 S 3RD ST RENTON 98055 1301 5TH AVE STE 2600 SEATTLEWA 98101 9 000720-0142 ZERBATO ALDO L 205S3RDST RENTON 98055 205S3RDST RENTONWA 98055 10 000720-0149 GOULD ALVIN R & W NELSON 361 S RAINIER AVE 8464 W MERCER WAY MERCER ISLAND WA 98040 11 000720-0151 GOULD ALVIN R & W NELSON 8464 W MERCER WAY MERCER ISLAND WA 98040 12 000720-0165 JJJ INC 111 S 3RD ST RENTON 98055 5641 PLEASURE POINT LN SE BELLEVUEWA 98006 13 000720-0173 MCDONALD RONNIE A & ROBERTA K 219S3RDST RENTON 98055 206"72-4977 216 NW5TH ST RENTONWA 98055 . 000720-0190 MALESIS ENTERPRISES 307 S RAINIER AVE 12865 SE 223RD PL KENTWA 98031 000720-0209 FRED MEYER STORES INC 405 S RAINIER AVE PO BOX 42121 PORTLAND OR 97242 - 16 182305-9052 BURLINGTON NORTHRN SANTA FE 625 S 4TH ST PO BOX 96189 FORT WORTH TX 76161 17 182305-9069 LITHIA REAL ESTATE INC 360 E JACKSON ST MEDFORD OR 97501 18 182305-9157 SOUTH LAKE VETERINARY VENTURES 325 RAINIER AVE S RENTON 98055 203 SW SUNSET BLVD RENTONWA 98055 19 182305-9168 MOTORCYCLE WORKS L L C 485 RAINIER AVE S RENTON 98055 485 RAINIER AVE S RENTONWA 98055 20 182305-9169 CBIZ PROPERTY TAX SOLUTIONS 479 RAINIER AVE S RENTON 98055 1777 NE LOOP 410 STE 1015 SAN ANTONIO TX 78217 2l 182305-9189 CAPELOUTO LEON S 439 RAINIER AVE S RENTON 98055 2061933-0793 4548 CALIFORNIA AVE SW SEATTLEWA 98116 22 182305-9215 FRED MEYER STORES INC 325 S RAINIER AVE PO BOX 42121 PORTLAND OR 97242 23 182305-9218 FRED MEYER STORES INC PO BOX 42121 PORTLAND OR 97242 at 182305-9219 MT DEVELOPMENT CO LLC 325 S RAINIER AVE CARDLEY AV#B MEDFORD OR 97504 25 182305-9238 FRED MEYER STORES INC PO BOX 42121 PORTLAND OR 97242 26 182305-9266 FRIEDMAN HENRY & SANDRA 8803 SE 78TH ST MERCER ISLAND WA 98040 27 784130-0005 R & M PROPERTIES LLC 321 S3RDST 2565 DEXTER AVE N APT 402 SEATTLEWA 98109 28 784130-0015 AZZOLA ZAFIRA 317 S3RDST 39560 STEVENSON PL FREMONTCA 94539 29 784130-0020 CONNOLE ALBERT 301 S3RDST 232 EVANS AVE MISSOULAMT 59801 30 784130-0035 CITY OF RENTON 336 SHATTUCK AVE S RENTON 98055 1055SGRADYWAY RENTONWA 98055 31 784130-0080 CORP CATHOLIC ARCHBISHOP 314S4THST 910 MARION ST SEATTLEWA 98104 - 32 784130-0090 ST ANTHONYS RECTORY 337 WHITWORTH AVE S RENTON 98055 406S4TH ST RENTONWA 98055 784130-0100 CORP CATHOLIC ARCHBISHOP 910 MARION ST SEATTLEWA 98104 34 784130-0105 CORP CATHOLIC ARCHBISHOP 910 MARION ST SEATTLEWA 98104 ST ANTHONTS RECTORY f------ 35 784130-0120 4· 406S4TH ST RENTONWA 98055 36 764130-0125 CITY OF RENTON 311 WHITWORTH AVE S RENTON 98055 1055SGRADYWAY RENTONWA 98055 37 784130-0130 MAFFEO ENOCH V 400 SHATTUCK AVE S ) RENTON 98055 4251226-1580 400 SHATTUCK AVE S RENTONWA 98055 38 764130-0140 LONG DAVID 408 SHATTUCK AVE S RENTON 98055 408 SHATTUCK AVE S RENTONWA 98055 39 784130-0145 SHERIDAN PHILIP J 416 SHATTUCK AVE S RENTON 98055 2016 S LUCILE ST SEATTLEWA 98108 <0 784130-0155 TRAXELDE 418 SHATTUCK AVE S RENTON 98055 418 SHATTUCK AVE S RENTONWA 98055 u 764130-0165 KANEMORI SCOTT F 432 SHATTUCK AVE S RENTONWA 98055 t2 764130-0170 KANEMORI SCOTT F 432 SHATTUCK AVE S I RENTON 98055 432 SHATTUCK AVE S RENTONWA 98055 <3 784130-0175 ATS AUTOMATION 450 SHATTUCK AVE S 100 RENTON 98055 450 SHATTUCK AVE S STE 100 RENTONWA 98055 .. 784130-0201 TEAM PROPERTIES LLC 450 SHATTUCK AVE S STE 100 RENTONWA 98055 <5 784130-0206 MCLAUGHLIN RYAN C & SHANNON 433 WHITWORTH AVE S RENTON 98055 4251235-1848 2719 NE 4TH CT RENTONWA 98056 u 784130-0215 FAKHARZADEH M HADI 425 WHITWORTH AVE S RENTON 98055 PO BOX 78404 SEATTLEWA 98178 -., 784130-0220 CLAREY RICK G & STEPHANIE A 419 WHITWORTH AVE S RENTON 98055 419 WHITWORTH AVE S RENTONWA 98055 t8 784130-0225 BAREl BENNETT LOUIS 417 WHITWORTH AVE S RENTON 98055 614S 18TH ST RENTONWA 98055 I ., 784130-0230 WIENKE MARK J 415 WHITWORTH AVE S RENTON 98055 415 WHITWORTH AVE S RENTONWA 98055 I - 50._ ~30-O235 GOSCIEWSKI DOMINICK S 409 WHITWORTH AVE S RENTON 98055 4251255-9318 409 WHITWORTH AVE S RENTONWA 98055 Win2Data® Page: 1 of 2 APN 'Qwners . ; ,Situs Address City ZII' COde phone No ... ;< :' MaUAddress ,;'\ .MailCttY/S.tJi~ 't.i!airZlP . 51 784130-4245 DEACY HAROLD A 407 WHITWORTH AVE 5 RENTON 98055 407 WHITWORTH AVE 5 RENTONWA 98055 52 922890-4005 CAFE DONUTS LLC 330 RAINIER AVE 5 RENTON 98055 330 RAINIER AVE 5 RENTONWA 98055 53 922890-4015 JJJ INC 5641 PLEASURE POINT LN SE BELLEVUEWA 98006 54 922890-4025 BLENCOE HARRY A & JANET 130 5 3RD PL 4251255-7376 112 MONTEREY DR NE RENTONWA 98056 55 922890-4035 BLENCOE HARRY A & JANET 138 5 3RD PL 425/255-7376 112 MONTEREY DR NE RENTONWA 98056 56 922890-4045 BISHOP OF CH JESUS CHRIST 220 S3RD PL 50 E NORTH TEMPLE SALT LAKE CITY UT 84150 57 922890-4065 MARK GAVIN 201 54TH PL RENTON 98055 201 54TH PL RENTONWA 98055 58 922890-4070 JDA GROUP LLC 203 54TH PL RENTON 98055 95 5 TOBIN ST STE 201 IRENTONWA 98055 Win2Data® Page: 2of2 CONSTRUCTION MITIGATION DESCRIPTION We propose to begin construction during Fall 2004 or as soon as the permit is issued. Construction will take approximately 30 days. Construction activities will take place between 8:00 AM and 5:00 PM. Concrete truc~s and trucks delivering steel will enter the site along Rainier Avenue. The site is paved with asphalt. Therefore, dirt and dust will be minimal. DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED SITE DATA: SITE AREA: BUILDING DATA: EXISTING BUILDING AREA: NEW METAL BUILDING ADDITION: TOTAL BUILDING AREA: EXISTING BUILDING ~EIG~T: REQUIRED PARKING: 422,22:; S.F. (~.6~ ACRES) 101,084 S.F. 8,223 S.F. 11:;,301 S.F. 211-6" 11:;,301 S.F. / :;00 : 231 STALLS PARKING PROviDED: LANDSCAPE DATA: STANDARD: ~ANDICAP: TOTAL: INTERNAL PARKING AREA: :;21 STALLS 12 STALLS :;33 STALLS INTERNAL LANDSCAPE REQUIRED :;%: 136,280 S.F. 0,814 S.F. 1,613 S.F. 14,133 S.F. INTERNAL LANDSCAPE AREA: PERIMETER LANDSCAPE AREA: TOTAL LANDSCAPE AREA: 22,340 S.F. A. BACKGROUND DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED 1. Name of proposed project, If applicable: McLendon Hardware, Rainier Avenue 2. Name of Applicant: (If applicant Is other than owner of property, please provide evidence of authority to act on owner's behalf.) McLendon Hardware . 3. Address and phone number of applicant and contact person: Applicant: Mike McLendon 715 Lind Avenue S.w. Renton, WA 98055 (425) 235-3572 Contact: William M. Polk 1120 Post Alley Seattle, WA 98101 (206) 622-8443 4. Date Checklist prepared: August 10,2004 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (Including phasing, If applicable): Begin construction during Fall of 2004. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain: No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal: Unaware of any. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain: No 10. List any governmental approvals or permits that will needed for your proposal, If known. Only those required by the City of Renton. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead Agencies may modify this form to Include additional specific Information on project description.). The project consists of adding a metal building of approximately 8,000 square feet on the south side of the former Kmart building that is being converted into a McLendon Hardware store. 12. Location of proposal. Give sufficient Information for a person to understand the precise location of your proposed project, Including a street address, If any, and section, township, and range, If known. If a proposal would occur over a range of area, provide the range or boundaries of the slte(s). Provide a legal description, site plan, vicinity map, and topographic map, If reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The former Kmart store at 440 Rainier Avenue S, Renton, WA and further identified as a portion of NW % ,SE %, and Gov't lot 16, section 18-T23N-R5E, W.M. Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT' ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): ® rolling, hilly, steep slopes, mountainous b. What is the steepest slope on the site (approximate percent slope)? Less than 1 %. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site is generally underlain with varying thicknesses of fill, over loose silty sands and soft silts to a depth of 15 feet below ground surface. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications. The geotechnical report for the 1994 addition to the building provided a liquefaction analysis that led the geotechnical consultant to recommend piling for the addition. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. No fill is required. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. The site is mostly impervious and it is doubtful that any erosion could occur. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 94% h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 2. Air Contractor will make provisions for interception and diversion all surface run-off and any ground water seepage entering work areas. a. What types of emissions to the air would result from the proposal (I.e., dust, automobile, odors, Industrial wood smoke) during construction and when the project Is completed? If any, generally describe and give approximate quantities If known. Minimal quantities of dust from construction activities. No additional emissions from automobiles. 3 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT b. Are there any off-slte sources of emissions or odors that may affect your proposal? If so, generally describe. None c. Proposed measures to reduce or control emissions or other Impacts to air,lf any: None 3. Water a. Surface 1. Is there any surface water body on or in the Immediate vicinity of the site Including year round and seasonal streams, saltwater, lakes ponds, wetlands): If yes, describe type and provide names. If appropriate, state what stream or river It flows into. No 2. Will the project require any work over, In, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3. Estimate the amount of fill and dredge material that would be placed In or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities If known. No 5. Does the proposal lie within a 100.year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities If known. No 4 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT 2. Describe waste material that will be discharged Into the ground from septic tanks or other sources. If any (for example: domestic sewage; industrial. containing any toxic chemicals; agricultural; etc.). Describe the general size of the system. the number of such systems. the number of houses to be served (if applicable). or the number of animals or humans the system(s) is(are) expected to serve. None c. Water Runoff (including storm water) 1. Describe the source of runoff (Including storm water) and method of collection and disposal. if any (Include quantities. if known). Where will this water flow? Will this water flow Into other waters? If so. describe. Existing sources of storm water runoff are the parking areas and the roof of the building. These runoffs are collected by an existing underground storm drainage system. There will be no changes to the source or to the system of disposal. 2. Could waste materials enter ground or surface waters? If so. generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water Impacts, If any: No changes 4. Plants a. Check or circle types of vegetation found on the site: _X_deciduous tree: alder, maple. aspen, other. _X_evergreen tree: fir, cedar, pine, other. X shrubs. __ grass. __ pasture. __ crop or grain. _wet soli plants: cattail, buttercup. bull rush, skunk cabbage, other. __ water plants: water lily. eelgrass, mllfoll, other. __ other types of vegetation. b. What kind and amount of vegetation will be removed or altered? None c. List threatened or endangered species known to be on or near the site: None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, If any: No changes 5 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle; songbirds, other(G;ill;) Mammals: deer, bear, elk, beaver, other:,.__--- Fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe ,whether it will be used for heating, manufacturing, etc. Electricity -lighting, store operations b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, If any: None 7. Environmental Health a. Are there any environmental health hazards, Including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. None 1. Describe special emergency services that might be required: No special services are required. 2. Proposed measures to reduce or control environmental health hazards, if any: 6 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TOBECOM~PBY~ANT No change to existing. b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic on Rainier Avenue 2. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Traffic noise from customer cars and from semi trucks supplying the store 3. Proposed measures to reduce or control noise Impact, If any: No changes 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The current use of the site is retail and parking. Adjacent properties are primarily retail to the west and south, a church to the north, and a school and residential to the east. b. Has the site been used for agriculture? If so, describe: No c. Describe any structures on the site: A former Kmart store is on the site. d. Will any structures be demolished? If so, what? No e. What Is the current zoning classification of the site? Commercial Arterial (CA). f. What is the current comprehensive plan designation of the site? Employment Area, Commercial g. If applicable, what is the current shoreline master program designation of the site. Not Applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify: No i. Approximately how many people would reside or work in the completed project? 7 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT 85 j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement Impacts, if any: Not Applicable I. Proposed measures to ensure the proposal Is compatible with existing and projected land uses and plans, If any: Not Applicable 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-Income housing. None b. Approximately how many units, if any, would be eliminated? Indicate Whether high, middle, or low-Income housing. None c. Proposed measures to reduce or control housing impacts, if any: Not Applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Approximately 28 feet. b. What views In the immediate vicinity would be altered or obstructed? No Change c. Proposed measures to reduce or control aesthetic Impacts, if any: None 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would It mainly occur? No Change b. Could light or glare from the finished project be a safety hazard or interfere with views? 8 EVAWATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT No c. What existing off-slte sources of light or glare may affect your , proposal? None d. Proposed measures to reduce or control light and glare Impacts, If any: No Change 12. Recreation a. What designated and Informal recreational opportunities are in the Immediate viCinity? None b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control Impacts on recreation, including recreation opportunities to be provided by the project or applicant, If any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe: No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural Importance known to be on or next to the site. Unknown c. Proposed measures to reduce or control Impacts, If any: None 14. Transportation a. Identity public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, If any. Rainier Avenue to the west is the primary entrance to the site. 3rd Place to the north and 4th Place to the south are secondary means of access. 9 EVALUATION FOR AGENCY USE ONLY Environmental Checklist (continued) TO BE COMPLETED BY APPLICANT b. Is site currently served by public transit? If not, what .Is the approximate distance to the nearest transit stop? Yes. There is a bus stop on Rainier Avenue. c. How many parking spaces would the completed project have? How many would the project eliminate? 540 spaces. 50 spaces are being eliminated. d. Will the proposal require any new roads or streets, or Improvements to existing roads or streets, not Including driveways? If so, generally describe (Indicate whether public or private): No e. Will the project use (or occur In the Immediate vicinity of) water, rail, or air transportation? If so, generally describe: No f. How many vehicular trips per day would be generated by the completed project: If known, indicate when peak volumes would occur. Unknown at this time but believed to be considerably fewer than the number of trips generated by the Kmart store. g. Proposed measures to reduce or control transportation Impacts, If any: None is. Public Services a. Would the project result In an Increased need for public services (for example: fire protection, POlice protection, health care, schools, other)? If so, generally describe: No b. Proposed measures to reduce or control direct Impact on public services, if any: None 16. Utilities a. Circle utilities currently available at the site: electricity, water, refuse service, telephone, sanitary sewer, septic system, other ____ _ b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the Immediate vicinity which might be needed: TELEPHONE: Qwest 10 EVALUA~FORAGENCYUSEONLY Environmental Checklist (continued) TO BE COMPLETED BY APPUCANT ELECTRIC: NATURAL GAS WATER: SANITARY SEWER: STORM SEWER: C. SIGNATURE Washington Energy Washington Energy City of Renton City of Renton City of Renton The above answers are true and complete to the best of my knowledge. understand that t e lea to make Its decision. SIGNATURE::_-l.~IIItl~!!!!!~~...J\£:o~ 11 EVALUATION FOR AGENCY USE ONLY Levell Drainage Re,port FOR: McLendon's Hardware Relocation Renton, WA CG Project No. 04013.20 February 24th, 2004 I EXPIRES 9/5 / ZooS I BY: + -----~o>--- ENGINEERING 240 4th Avenue S, Suite 200 Edmonds, W A 98020 425.778.8500 TABLE OF CONTENTS Section 1 Section 2 Section 3 Appendix A Existing Site Conditions .................................................................... 2 Proposed Development. ..................................................................... 4 Downstream Analysis ........................................................................ 6 ........................................................................................................... 8 Technical Information Report Worksheet Stormwater System Sanitary Sewer System Vicinity Map CG Engineering -Project #04013.20 --Level 1 Drainage Report for McLendon's Hardware Page 1 EXISTING SITE CONDITIONS CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 2 EXISTING SITE CONDITIONS The proposed project site is located in the City of Renton, Washington, Township 23 North, Range 5 East, more specifically on the N.E. comer of Rainier Avenue South and South 4th Place. The main access is off Rainier Avenue South along its western boundary. A vicinity map is included in Appendix A. The project site is an irregular shaped parcel with a total area of approximately 9.3 acres. The existing project site is presently developed with an 118,020 square foot building, formerly utilized as a K-Mart retail store with associated parking and landscaping. The building was constructed approximately in the mid '70's. The proposal is to remodel the interior of the building and remove and replace asphalt paving in the parking lot as . needed. . There is no upstream tributary drainage identified to be entering the project site. There are several catch basins scattered throughout the parking lot. Stormwater exits the site via 12" storm sewer lines that run south along Shattuck A venue and then west one block along South 4th Place. Stormwater then travels approximately one block south to the existing stoImwater lift station, where it follows its natural drainage path to the west. On-site, there is an existing six inch sewer line that runs east along the southern edge of the building and then north along the eastern edge of the building where it then connects to the existing sanitary sewer in Shattuck A venue. There is an existing six inch cleanout in the access driveway located near the northeast comer of the project site which discharges into the existing 30" sanitary sewer and flows to the north along Shattuck Avenue. See the attached sketches in Appendix A relating to the stormwater system and the sanitary sewer system. CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 3 PROPOSED DEVELOPMENT & DETENTION ANALYSIS CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 4 PROPOSED DEVELOPMENT & DETENTION ANALYSIS King County's "Surface Water Design Manual" 1990 was the reference used for this design. The existing project site, 9.3 acres, is presently developed with an 118,020 square foot, formerly utilized K-Mart retail store with associated parking and landscaping. The proposal is to remodel the interior of the building and remove and replace asphalt paving in the parking lot for repair and as needed to support the tenant improvements. Major paving is not anticipated. No new impervious surfacing will be added to the site. Existing drainage patterns will remain the same, and no new stormwater flow is anticipated. All existing catch basins will be utilized and stormwater will flow along its natural drainage course. New men's and women's restrooms are to be added at the northeast comer of the bUilding. A six inch sanitary line will connect to the existing six inch cleanout, exit the site to the east and flow into the existing 3~'' sanitary sewer running along Shattuck Avenue. There is an existing 18" water main in Shattuck Avenue. Currently two eight inch water lines are tapping the water main and entering the building at the southeast comer of the bUilding. The existing eight inch domestic line is to remain in place. There is an existing eight inch fire service line that will be modified to accommodate the new Double Detector Check Valve Assembly; see sheet Cl.l for clarification. CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 5 DOWNSTREAM ANALYSIS CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 6 , . DOWNSTREAM ANALYSIS The downstream analysis system for the subject site was investigated for approximately 114 mile in February 2004. Weather conditions for the weeks prior to the investigation consisted of moderate precipitation. On-site, surface stormwateI,' sheet flows in a southerly direction across the site where it is collected by several catch basins located in various positions within the parking lot. Ultimately all stormwater is routed to the storm sewer system located in Shattuck Avenue, South 4th Place and then Rainier Avenue South where it drains into the existing pumping station and is lifted to flow to its existing drainage course. Erosion is predicted to be minimal since all areas of the parking lot are paved with asphalt and is surrounded by a six inch concrete curb. Filter fabric covers will be placed per City of Renton's standards in all catch basins that will be subject to receiving pollutants such as oils, grease, and sedimentation during construction. The filter fabric cover will be checked daily during the wet season. It will be inspected during and after any heavy rainfall. Problems will be corrected prior to leaving the site. If construction vehicles transport soil and/or debris onto road surfaces, the roads shall be cleaned thoroughly at the end of the day. Sediment shall'be removed by shoveling and sweeping and transported to a controlled sediment disposal area. Street washing shall be allowed only after sediment is removed in this manner. CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware Page 7 APPENDIX A CG Engineering -Project #04013.20 --Levell Drainage Report for McLendon's Hardware PageS Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ": PART.1 ". PROJECT OWNER AND, '.., : .', ,', ... PROJECT ENGINEER:" ,,',: ,: :', PART 2 ' . PROJECT LOCATION " , '. ' AND DESCRIPTION " ' . . Project Owner McLendon Hardware Address 446 Rainier Avenue South Phons __________________ ___ Project Engineer _R_o_ss_J_arv_is ________ _ Company CG E_n..=g:..,..in_e_er_in..=g:.....-_______ _ Address Phone 4.:..:2:..:.5.:..,:.7....:,7.::.,8.:...::,8.:...50:....:0 _______ _ PART 3 TYPE OF'"PERMIT APPUCAnON " o Subdivision 0 o Short Subdivision 0 o Grading 0 !Xl Commercial .0 o Other 0 Community Renton -Rainier A venue South Drainage Basin , Project Name McLendon's Hard,:are Restoration Location Township ...::2:..:.3 ____ _ Range ....:5:....;E:;::a::;::st=--__ _ Section _1_8 ____ _ Project Si.ze 9.3 Acres AC ___ _ Upstream Drainage Basin Size NI A AC DOF/GHPA 0 Shoreline Management CaE 404 0 Rockery DOE Dam Safety 0 Structural Vaults FEMA Floodplain 0 Other CaE Wetlands 0 HPA , .' ~ • d , , ' :t'", f, " 'r, < < ->; ; ',., \ • 'PART6 SITE'CHARACTERlSTlCS" '. ", :.' ".: .',,"' ,:' ., ,.' , ": ' ".' "Jo_' "::" ::'" • • ' .' ~ • y •• 1"., • '." ~ ~ ~ '" <. • ., J-'. ., DRiver _____________ _ o Stream _____________ _ o Critical Stream Reach o Depressions/Swales o Lake o Steep Slopes o Lakeside/Erosion Hazard Soil Type Slopes 1 -3% o Additional Sheets Attalched o Floodplain _______ -'-______ _ o Wetlands ------,.---------_____ _ o Seeps/Springs o High Groundwater Table o Groundwater Recharge . [XJ Other Developed Business and Parking Lot Erosion Potential Slight ErosiveVelocities 1/90 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS . . . REFERENCE o Ch. 4 • Downstream Analysis o o o o o [Xl Additional Sheets Attatched LIMIT ATIONISITE CONSTRAINT Page 2 of 2 PART 9 ESC REQUIREMENTS ' . MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION o Sedimentation Facilities o Stabilized Construction Entrance o Perimeter Runoff Control o Clearing and Grading Restrictions o Cover Practices o Construction Sequence o Other MINIMUM ESC REQUIREMENTS FOLLOWING CONSTRUCTION o Stabilize Exposed Surface [Xl Remove and Restore Temporary ESC Facilities [Xl Clean and Remove All Silt and Debris o Ensure Operation of Permanent Facilities o Flag Limits of NGPES D Other 'PART 10 SU'RFACE'WATER SYSTEM . . ., ,.' . 0 Grass Lined Channel 0 Tank D Infiltration Method of Analysis 0 Pipe System 0 Vault D Depression 0 ' Open Channel . 0 Energy Dissapator D, Flow Dispersal 0 Dry Pond D Wetland D ' Waiver CompensationlMitigation ' of Eliminated Site Storage 0 Wet Pond D Stream D Regional Detention Brief Description of System Operation Facility Related Site Limitations Reference Facility Umitation None -Site is Developed PART'"11 STRUCTURAL ANALYSIS '. '. ., . '.' ' (May ;~I~,special skuctural review>" -:-; : '. _ .' ":, ~. ':. o Cast in Place Vault 0 Other o Retaining Wall o Rockery > 4' High o Structural on Steep Slope , I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attatchments. To the best of my knowledge the information provided here is accurate. o Additional Sheets Attatched PART 12 EASEMENTSITRACTS ' o Drainage Easement o Access Easement o Native Growth Protection Easement o Tract o Other 1190 ;r'i::i'"7i=;~"~"·""''''··''''····~···'''''·· .. ..... ..... .. .. .. '.. 'p"p,,'-'''' ;,f"..,;,;;"""--' .. '· .. ·~~~';l • • • • ~ , t t • t t t t • , , It , • • , , , , • , 'I • .. • • • .. -. ~ ~ ,. ~ " ~ ~ '. \ -12 16.£8-14 E3 .. 7 T23N RSE E 1/2 ( \ ',i !.1 I .. Ren~on / , .\ l .1... •. ,\ ! I ,i Munlclpo.l \ ;.:" , ...... - , .. - J n-6' .. ?,~G:'c.-+ ...... ~d .. e:' 16n-18 Alrpo~t CJ G3 .. 19 T23N R5E E 1/2 Storm System PIBIPW TECHNICAL SlRVlCES 11/13/01 Topography lines are in V2 meter intervals . i:=':~:=--=~~~ ~ !f0 4.?0 1:4.800 !'~- "I i .-L.....J.... ~ .. , ti /! ~ t.J ~ Z ~ F3 18 T23NR5E E 1/2 5318 I I E3 .. 7 T23N RSE E 1/2 129 130 . '-.~ P~lllj -.~o-~ 1;\! I~\ Ja .. <. ~ 1-0 11) .., 65'- <>i. l<":t Renton Munlclpo.l Airport D '" 66 ..... . ~ 'S1 [TfT-:--, l t ! 167 ! ,_ i:i:""~i~ '74~r'~: ........ I.·~&, eo' -I I· 326 325 .0 ~. . 225 eo eo SANITARY SEWERS /' • " 11'···· .. 1 f" 'II ~ i ", J I II ~I II ~! I· .. i.I' '~ll "., . ""'"'''''''' , " I \'. v_ I ~~. J /' / .... ..... \0 ~ ~ ; st 'IZ r ...... ·/;,· I ,I I Ii v), I . I' i I ,I ~f I I,I~; It>, I,' I,!I , LS_3bd .. S.1 i .. , f10C1--;""""'1 I~·····~·-"·-·· ~ v/ ~tj OJ! !I >! II ¢ ;, s;;:' ~ i i _.J leo Qj t .~ I;,~J Ii' -.jo.i 'S I ~'j!.o\).~~'::'·; 'Ii II ;' . .,. ... ",.... 1 ./ .. ~. /1 . ../, i. .... ! I -A':": ... 'S"'4 'tn' St I . I l' I ! 'i . i, Ii ,I Ii I· .n " I Ii : II i II 1 i • ._ ...... ""J L.. ........... . "1\ \ cU I· ~I ~ f ~: e--4 . i r= V>~ '1 CLI >; <C' , 11'.1 ~. > I ·1 ~~~. .r,""" ... I'I"~ '/'//"// , ,~G~· .. !J /' ,.' ,..- / .J"-' y 200 "yo 1:"800 11 ii it i .. ... ,) ." .... ~ r" I . '11 ~ I ~I ji i F3 ~ ~ S PIBIPW TECHNICAL SERVICES 11114'01 7 ~('--/~8 T23N R5E E 1/2 . 5318 . , !', • Vicinity Map Not to Scale DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED SUBJECT TO EXHIBIT "B" 1 EASEMENT AND THE TERMS AND CONDITIONS THEREOF' GRANTEE: PURPOSE' AREA AFFECTED. RECORDED RECORDING NO.: CITY OF RENTON SIDEWALKS, TRAFFIC SIGNALS AND/OR STREET LIGHTNING, ETC. A PORTION OF SAID PREMISES OCTOBER 12, 1971 7110120422 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDED' RECORDING NO.: PUGET SOUND POWER & LIGHT COMPANY UNDERGROUND ELECTRIC SYSTEM A 5 FOOT PORTION OF SAID PREMISES OCTOBER 29, 1971 7110290481 3. EASEMENT AND THE TERMS AND CONDmONS THEREOF GRANTEE: PURPOSE: AREA AFFECTED' RECORDED: RECORDING NO.' CITY OF RENTON LANDSCAPING A PORTION OF SAID PREMISES MAY 7, 1974 7405070563 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE PURPOSE: AREA AFFECTED: RECORDED: RECORDING NO.: CITY OF RENTON LANDSCAPING A PORTION OF SAID PREMISES MAY 7, 1974 7405070564 20040102001935.004 5. DECLARATION OF RESTRICTIVE COVENANTS Imposed by mstrument recorded on November 29, 1994, under Recordmg No 9411291349 6. RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF. RESERVED BY: PURPOSE. AREA AFFECTED: RECORDED: RECORDING NO . UNITED STATES OF AMERICA WATER MAIN A PORTION OF SAID PREMISES JANUARY 21, 1949 3871939 20040102001935.005 7 RESERVATIONS BY THE UNITED STATES OF AMERICA as disclosed by Instrument recorded on January 21, 1949, under Recording No. 3871939. £!! ~fr! !.! THIS IMST~UMtMT, .. d. this day of Auluat, ,l~71 ~y and R! betw.en PUBLIC HOSPITAL Ol.:iT1IICT IIJ. 1 OF KlMG COtnn"l. 4 !I!'~r,: :i;:4l ~ corporation und.r the lava of the State of Vaahinlton, hereinatter CJ called ·Grantor·, and the CITY OF RENTON, a ~nicip4l corporation ~f WlnltSStTH: That •• id Grantor, for and in consideration of the SWIt ,,! J!''' Dollar paid by Grantee. and other valuable consideration, do ~:: ~hese ;>resents. grant, bar,ain, ael1, e-nvey, and warrant un~c the saij of the tollovin, described property situ.te in King Count'j, .... 4s~.ir.;;t.:'::, to-wi t: Be,ironing at a .on~nt set at ',he int~rsection of South lrd St .... t .. .,d ShAttuck Avenue So. in tlw! City of Rent"". Waahin~on, runninl thence S 1°19'10. West a distance 0: 311.26 feet and South ,70 ,7'06. West a distance of 30.06 feet to the true point of befinninl for this descripti')r.; thence along the Southerly r ibt-of-vay line o! So. 3r1 Place S 17°'6'100. V. a disten~ of 3916.01 feet; thence continuinl along said Southerly ri&ht-of-way line along the arc of a curve to the left having a radius of 300 fee~ and a central enlle of 31°13'30. a distance of 163."8 feet; thence continuing a4oa& said Southerly ri~~t-of-way line S 56°13'10. West a distAnce of 160.66 feet to a point on th~ Nortj'.uterly :-ipt-of_ay line of State Road No.5; thence alona said Rortbeuterly right-ot-way line South 19°59'20. East a distance of 66 ... 71 feet to a point on the northerly right-of-way line of South loth Place; thence 410ng saie Northerly right-of-way line North 76°27·~0· East a distance of 1051.30 f .. t to a point on thu Westerly right- of-way line of Shattuck Avenue South. thence along said Westerly right-of-way line ~th 1°19'10. East a distance of 672.'9 fedt to the true point of be,inni~g. Said portions of the abovedescribed property subject to the eas~ent ,rant herein are de.c:ribed as follOW.: PU'COl -A· Be,IAntai In the lorthwest co~ of deacribed prope~~y; tbe~ alonl ~t.rly right-of-way line of State Road MO. 5 South 1,e'I'20· Bast a 4latanee of 6610.71 feet to a point on u,. lor'tMr1y rlght_f ... , lin of South loth Pl.; thence alone sa1d IOrtberlr riaht-of-way line North 76°27'00. tut a distance of 11.00 f .. t, thence »orth 19 0 59'20· West a distance of 11.00 feet; thenee South.76-27'IoO· West a distance ot 6.9' fe.t, the~ IOrth 1'-"'20· w..t • distance of - 1 - ", , ~ \ .--_ .... _ .... , 6_S.12 feet, thence Iorth 56-"'10· East. distanc. of S •• , f .. t. thence ~h 1~-"'20· West. dist.nc. of 10.00 faat tb • point Oft Southerly rlPt-of-w.I Une of South 3rd Plac.; t~nee .lona .. ld Sou~berly r ,ht-of- w.y line South "-"'10· Veat • dlat.nce of 10.00 feet back to the point of be,inni",. PARCEL ·B-h,i""rn, In the IIortbeut corn.r o.f deacribed property. thence alona the Southerly ri,ht-of-w.y line of South 3rd Place South "-""0· v.at • distanc. of 13.00 feet; thence South 01-19'10· Waat • diatance of 13.00 feet; ~hence ~th "-""0· East • diatanee of 13.00 feet to • point Oft Veaterly riaht-of-way line of Sh.ttuck Avenue South. theace .loDe .. Id Weaterly rlpt-of-vay line North 01-1"10· Eaat • diatance of 13.00 feet back to the point of be,fr.aiJla. PAiteLt. -C· "R1Mi", I~ .ne Southeut cOrner of described preperty; thence .1· .... the .,.aterlf ript-of ..... t line of ShAttuck Avenue ~th Worth 01-1' l~· &est. d1st.nce of 9.00 feet. th.nce south "-2",0-~st • distance of '.00 feet; thence South 01°1"10-Wast a distance of '.C'J reet te A point en the ~r.ther11 r~t ~f"".y line of South ~th Place; thence .lon, said aortbarly .~t-of-v.y line North 76°27'~0· East • di.t~. of '.00 f .. t beck t~ the point of ~nning. The location of said eu~t are .. d •• i.pated ·A-. -B·, And .~. '-are •• shCllri on dr_ina attaclMtd hereto. "'esip.ted Exhibit ".' •• ana entitled: -~ KArT. REMTO •• ' __ '0. Ea .... nt Plan. which drawi~g by this reference is bereby aade a pa1"t hereof. Said heretofore _ntioned grant ... its .ucce.sors cr assigns. shall have the right, without prior notic. or proceeding At law, At such t iaes aa _y be nece.lf&rY to enter upon said abovedescirbed property for the pW'pOse of c-.tr\lctina. aaintainina. repair .ng. Alterina or recon.tructi", .aid utilitie •• or &aking any co~ctions therewitb. without incurrina Ul7 1.,"1 obligations or liability there! ore, provid.d. tMt .1Idl construction. _int.ining. repairing, Altering or reconstruction of .uch utilities .hall be acc~li.hed in .uch a __ r that the priv.te iIaproveeents uisti.~g in the riahtC.)-of-vaJ shall not be disturbed or ."...ged. or in the event they ere diaturbed or "'-aad. theJ .hall promptly be replaced in All good • condition u they vere ~.tely befora the property v •• entered upon by the GraDt ... The Grantor ahAll have the ript to ft.J.ly lISe and enjoy the .foradeacribed· preai .... inclu4ift& the ript to rat.in the riaht to .... the .urf.ce of s&14 riaht-ot_J if .uc:h u .. does not iJl~erf.re . ... . with installation and .. intenance of the uti~ies. However, the ~rantor .hall not erect permanent' buildin.s or st~ctures over, u~der or acro •• the ri,ht of way durin, the existence of .uc~ ..,tilities. This ea5e •. ~nt shall :'e a covenant runnina with. the lar-·j an.! o shall I:>e b~ndin& on !he "rantor, its successors and assign •• I'-';rantc,r covenants that it is the l_ful owner ~r t'he abo"eJe5cribe·~ ~roperty and that it has a ,cod and l_ful right to execute ~his s. COIJ)ITY 0 F !CIIIG I, the ur..1eraigned, a notary public in Washinaton, hereby certify that on this 3~lY appe&ntd before.. . . C ... €~ /f,'. ~Tr • to.. ai=an Cl"etary 0'-eBoii'd ot comaissioners of Public Hosp! tal District Mo. 1 of Kina County. the .unicipal corporation that executed the t~re,oin& instr~nt and acknoWled&ed the said in.tru:ent to I:>e the free and voluntary act and deed of aaid co~tion, for the. :,es and purpo.es therein .. ntioned. and on oath .tated that they were authorized to execute the said in.~nt for and on behalf of said 8Unic~~l corporation. and that the seal affixed is. t seal of said mwucipal corporation. - WITNESS .y hand and official ... ~ and year first above written. / -1 - ... ,..f .. renc:e is .. de to the attadMt4 lMt~nt dated ADquat 1'. 1911. v~~reby Publlc ao.pltal Dl.~rlct No. 1 of lti"9 Co.mty. a IIUft1cipa1 CIOZ'pOraUCIft '·Creator-). 9rantl to the City of Rentoa '-Grantee-) an e_nt .. therein described. Ae 9~ 1 .. _ of the real property affected by the e •• _nt, _ henlby concur In the grUlUn9 of the foretOl"9 • __ nt. ,\abject to all the .:enCI! tiMa UleS Haitationa therein C!Ollt.J.nvd l~ecS \;poll eraDt_ and ex1ltiD9 for the benefit of Crantor. "ltJIcQt cSero<jatill9 _ f~ the ~rallty of the f~ID9, and ln addition thereto. OUI' a9~t la 011 CCID41t1oa that 1. Any COIlItr1aCtlOA, -tDtalaiacJ, npairing. a1ter- iftg or nc:onatnc:tJ.oa of ,,'Ie aUllti .. nfernd to In the .... _t ab.ll be .ccaIIpl:sIIed in aach a NJUMlr that the private 1..,rou nta exlat.1ICJ ,_ or hereafter) in the r19hta of vay aball DOt ~ .'1,tadIed or daaaqed or in the e .. nt they are db~ 'r "I'NJ'P" they ahall be Pl'OIIptly replace..! in .. 900cl a CIt.~t1OD .. they vere l-.dlately before the property ., _tered apon by the Crant_. .. 2. _ ahal1 ha". the rt~t to fully ue and enjoy the pn-l .. a C09'ertHi by the ......... t, 1Dcl11d1nq withOQt llaitatlon the rigbt to ntalD t::e ritbt to _ the lur- faoe of said ri9ht of way if aach _ .so.. not interfere with lnltallauoa u4 ..aua.-of the at111U ... ... ~---.----h1 __ -, . T~--"" EXHIBIT -,,- r-- ..-c 5 --,--rl-~ --- ~ ...,. ~I ---- . . , - !l "" ~ ~ 2 (5\ --r-r- 4 i , \ , ; )s" MART. REfiroN • 4480 EASEMENT PLAN i ,.-fl'P , .~. ftIILIC IIlSPITAL DIS'I'IICf,.,. 1 af lDli 'llJm'. 1fASHIMCI'(Jf; ~ . ,--0--.......... ...-. __ ....... PUCZT 9DUfID POIJD • LJIIfr alMPAJIIT •• ..-..... _ro!loa ,-a.-.............. pu ____ ............. __ • _______ -- ..... --.. ~........ A1u.. ___ . _~ ......... '!bat portian of H. H. Tobia', DaDatian ClaiJI No. 37 _ of GDwom-t Lot Ii" Sectian 18, T-*1p 23/iortJa ..... 5 Eet, W .... , described as !oUeM: ~ at a _t set at the intersectian of ~.outh 3rd Street and Shattuck Avenue South in the City of IleDtm, Washingtcn, nnU.na thence Sout:l 1-19'10" West a cl1stlmC:e of 311.26 feet-a South 8'-."06" West a dHtance of 30.06 feet to tIw tNe point of betirDin.t for ~ descriptian; thence alana the southerly riFt of >ray liDe ,.,; So. lrd Pbce, South "-46'40" ~t a distDCe of 394.01 fe<!t; thence c:antiDuina &lCIII said southerly riFt of way line &lr-.. tile arc of a curw to the left havil'll a ndius of 300 feet II1II ;;. .MItral 111&1-of 31-13'30" a distance of 163.48 feet; thence continuing &lana saiel SCIUtIIerly riFt of way line South 56-33'10" ~t a distmCe of 160.66 feet to a point an tile ~ly ri~t of way liJIe of 5tate Rcecl No.5; thence a1ana.said nortileasterly riFt of """ liJIe South 19-59' 20" East a disUnce of 664.71 feet to a point OIl the northerly ~t,of.., Uae of So. 4th ~; thence &lana said northerly riaJIt of 'Cf line North 76°27' 40" Eet a distace of &51.30 feet to a point on the MlSter1y rillht of way line of 9lattuck Avenue So.; 1IIIace &lana said MlSterly riFt of way line North l-~'lO" Eet a distar.ce of 672.49 feet to It» nue point of beainnina. A It.Jlt of Way tift (5) feet in width having two and one-half (2-l/Z) feet of such width on each side of a Cl!Dterline described as follows: Parallel wid! md distant 2-1/2 feet MISt af, as aeasured at ript angles to the east line (also being the west _rain of 9lattuclt AYaIUe South) of the above described property. ~ ~ ~ ,.. 711 U2'104al 1> ~ t r-.- I; L ~.~~·:' .• 1 ':-ilil" II:,. fftl"f:~ HI'!f~ U~ IJI'~ ..... :.t. f;·· ·"1'111 !Irl irl I, It I II! !III ill :J If . ~~" I ;~ I }~)h 'Ii i,h -JII! til!; ~ilIU I ''::~ 'I f'I' '1'1 flllJ lr.illl"l, I .. I il f .. f '1 I'i'l ~I I fl > o .. .. , .:;1 110 -. I' i !I IIIJI if I! . ~Ilil It II ~ t 'Iii: ttll II I! if I i i !f11 IiI Uu, IljJJ~ II! 111' t ~'I!I ,II ,11;l t ll).,' II; I' '. .. II l ! If I i I It' . I .~~ Ji F i ~Il~ !!f :nh I'I:UI rll i', I ! Iii' f!' 'I'li illJ, :aJ., 2 ! &~I il I ~It Iff!) I ,hi III ~ . r 1,1 I-I I'll! • t,~ ,'1. III Q I·, III '1.1 t;,I J t tIl-"I ~ & 1(: t!i "Jtl 'II!I lsg!JiJI o I s f If h s to I JI I . ~ i Hz iii !jilll il'ilh !i ilit' t ls~ ali tlIr ,.~lr Is 'I Lk ________________ ~ .. ---'-"'1>''''''''_._ ._.~J.:'":,""'.'~""r'!""-'" l: 'I iIi ..... , ·i~1 I If i II I ,I Jff~ I' 0 i I f • f ! I· I ! 1 ; r . I i .. II. r ~ f • t • ';" _ ... e . ...--. i ,}'::;,u~'AIIGEIA ___ }" ___ ---- I~ , art""''' , .. "7' ------- t no ................. -....... ...-~-.... ~.c:lqw anA Ilium not.... --- "iI -=-=:::..:----------~., -two 4 .. ,..-4 .. ,..-..... ~, ..... _----... ....--......... .......... [----------~i ~-~~~~=; .W!~, '::,jf-I ,.... " !iii: ... "--,-,-.,~ .. ,"'--"~ '0-A. .,,,,,.~.---. -.-"-"-: r ...... ,..,.. _ ..... , -_. .-----.---- "/ J } -.... -_ ............. ............ -.---- ,. . -. ..te""" la .... to tile attach" IMt:~~ _Utl" .... .' t roc ~ Decalo 8yn_· wbenby P:lbllo~lta1 Dlatriot: 110. 1 of UJtt c:a-ty, W.ahinqtem, a -.idpal ooqMtnU-'·Gnato~·) tnatll to PQlJet 8o\JncI ... ~ .IIi Lltbt CCIIIPUJ _ aM n .. tbenln .s..oribecl. Aa ~ lea ... of tile nal propeny affectecl br the .... - _t, .. benbr ~ ill tile tnaUD9 of tIM fora4jo1n9 .. I. t, --::teet to all the 0IID0.1~0DI aacl 1lllitatloni tbenia coota1aed ll1pOH4 1IpCIIl Grantee aDd ex1aUn9 fo~ the ""'f1t of Gna~. Witboat IIIZ'C)9aUIl9 lEOla tbe generdlty of tile foA90iD9 our api I t II OD coodJ.t1OD tha~ all pro-' ,,1..1.. ill tile af~UODad lIIItn.Dt whleb an fo~ the .,...!U of tJleGr_~ aIlall alao lnun to oar ben.fi~. ~ C~ c, , 1971. , E '" ~ 'J o '" " .. , .c '" !! o 7- :' I, V e o u " '" Rainier Ave. So. . Landscaping Project Tax Lot 118 Public Hospital Dist • '1 of King County K-Kart THIS INSTRUMENT, made ~ day of APRIL, 1974; by and between PUBLIC HOSPITAL DISTRICT NO.1 of KING COUNTY, a municip~l corporation of the State of Washington; h!reinafter called "Grantor", and the CITY or RENTON, a municipal corporation of King County, Washington, hereinafter called "Grantee". WITNESSETH: That said Grantor, for and in consideration of th~ sum of $10.00 paid by Grantee, and other'valuable consideration, receipt thereof being hereby acknowledged by Grantor, do by these presents, grant, bargain, sell, convey, and warrant unt" the said Grantee, its successors and assigns, an easement for landscaping (including construction of tree wells, planting of trees and ground cover) with necessary !lppurtenances over, under, through, across and upon the following desc.ribed proper'ty' in I<ing County, Washington. BEGINN!NG at a monument set at the intersection of South 3rd Street and Shattuck AVenue So. in the City of Renton, Washington, running thence S 1°19'10" West a distance of 311.26 feet and South 87°41'06" West a distance of 30.06 feet to the true point of beginning for this description; thence along the Southerly right-ot-way line of So. 3rd Place S 87°46'40" West a distance of 394.01 feet; thence continuing along said Southerly right-of- way line along the arc ot a curve to the left having a radius of 300 feet and a central angle of 31°13'30" a distance of 163.48 feet; thence continuing along said Southerly right-of-way line South 560 33'10" West a distance of 160.66 feet to a point on the Northeasterly right-of-way line of State Road No.5; thence along said lIortheaster1y right-of-way line South 19°59'20" East a di:;- tance of 664.71 feet to a point on the Northerly right-of-way line of South 4th Place; thence along said Northerly right-of-way line North 76°27'40" East a distance of 451. 30 feet to a I=:lint on the Westerly right-of-way line of Shattuck Avenue South; thence along said Westerly right-of-way line North 1°19'10" East a dis-tance of 672.49 feet to the true point of beginning. Situated within the Southeast one-quarter of Section 18, Township 23 North, kange 5 East, 'iI. M. Said pOl·tions of the above described property SUbject to the ease-~ent grant herein are described as follows: ~ BEGINNING in the Northwest corner of above described property; thence along the Northeasterly right-of-way line of State Road ~o. 5, ',South 19°59'20" East a distance of 664.71 feet to a point on the Northerly right-at-way line of South 4th Pl.; thence along said , Northerly right-ot-way line North 76°27'40" East to a line which is parallel with and distant Northeasterly 4 feet.from the North- easterly right-or-way line 9f said State R6ad Nu, 5; thence North -1- J 19°59'20" West along said parallel line to its intersection with the Southerly right-of-way margin of S. 3rd Place, thence S .. 56°33'10" West along s.aid Southerly right-of-way margin to the • point of beginning. . Together with a temporary construct~on easement described as: The Westerly 10 feet of the above described .Main Tract. • . 1 I 1 Said .temporary easement shall terminate one mont~ from the com- pletion,of con~ract. Said heretofore mentioned Grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be ·necessary to enter upon said above described property for the purpose of maintaining, replacing or repairing said plantings, without incurring any legal obli,ations or liability therefore, provided that su~h maint~ining, replac1ngeand repairing of said plantings shall be accomplished in such a manr.er that the improvements within the private properties shall not be disturbed or damaged. The Grantor shall fully use and enjoy the aforementioned new land- scaping, however,· the CITY or RENTON shall retain ownership pnd assure maintenance of the new plantings at all times in a reasonable manner. This easement shall be a covenant running with the land and· shall be binding on the Grantor, its successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above of the above proper- ties and that it has a good and lawful right to execut. this agreement • • NO. 1 of KING COUNTY STATE OF WASHINGTON ss COUNTY OF 1<1 l· G . "/I.d..J On th1s..:1V day of APRIl. 1974, bef"qre me, the undersigned, a NOTARY PUBl.I~and for the g'~e of Washington, duly commissioned and sworn, personally appeared WIL~t~·E. H~RAY to me known to be the Admini- etr.tor 01 Public Hoapi~l District No. 1 of King County, the corporatior. that executed the foregoing .tn~trUlllent, and acknowledged the said instru- ment to be the free and voluntary act and deed of said municipal corpora- tion, for the uses and purposes therein mentioned, and ·on oath stated that he is authorized to execute the said instrument and that the seal affixed is the corporate seal of said municipal corporation. WITNESS my hand and official 'seal hereto affixed the day and year in this certificate above written. 1n an oreState of· ngton, r~siding at RENTON , . . . \ \,-i. , -. \. \ \ \ - )'. ~ ~\ u\ ~\ \ o • I ............... ' -. ! \ \ '~d NOI-19'.IO"E -----------'-' ~6.r.1i w--;--- ___ ' • -~ ____________ ct_S_H_A!'TUCK AY1: " J • if o ----_._-----:-,. .... ..... - .;', . ';~', ·t.'·· . o N = ::=" c:9.~q Ie: /,'. 6'0' '--_., "k" MART, RENfON EASEMENT PLAN .' . '.' ·1 ' ..... ' '.. i LEGEM>.EASEMENT AREA-RAftER AVE.50 III . 50, 4TH PLACE ~ 1 seT ... T'06"W ~ t- · ... ... ' :; " ". ""; ... : ~~ .>. c· § " o -.:l .. -:i ... a l!! o -.. ... oJ "-. !l a '" .. ... .. ~. a o .. '" ~OUTH ~TH STREET LANDSCAPING PROJECT TL 118 PU~wIC HOSPITAL DIST. '1 OF lUNG COUNTY K-HART THIS INSTRUHENT, made this ~ day ot APRIL. 197~; by and between PU~LIC HOSPITAL DISTRICT NO.1 of KING~~UNTY. a municipal ~rporation of the State of Washington; hereinafter call d'" "Grantor", olJ\d the CITY Or RENTON, a municipal corporation of King County. Washington. hereinafter called "Grantee". WITHES SETH: That said Grantor, for and in consideration of the sum of $10.00 paid by Grantee, and other valuable consideration, rere ip ~ thereof being hereby acknowledged by Grantor, do by these presents, grant, bargaif,. sell, convey. and warrant unto the said Grantee, its successors and assigns, an ease_:lt for landscaping (1J,cluding construction of tree wells, planting of trees and ground cover) with neeessary appurtenances over, under, through, acro.s and upon the following described property in King County, Washington. Beginning at a IIOn~nt set at the intersection of South 3rd St1'eet and Sha~tuck Avenue So. in the City of Renton. Washington, runniri~ thence S 1°19'10" West a distance of 311.26 feet and South 87° .. 7' 06" West a distance of 30.,06 to the true point of beginning for this description; thence along the Southerly right-of-way lll.a of So. 3rd P1ace S 87°"6' .. 0" W. a distance ef 39 ... 01 feet; thence continuing along said Southerly right-of-way line along the arc of a curve to the left having a radius of 300 feet and a central angle of 31°13'30" a distance of 163.~8 feet; thence continuing along said Southerly right-of- way line S 56°33'10" West a distance of 160.66 feet to a point on the Northeasterly right-of-way line of State Road No.5; ~hence ftlong said Northeasterly right-of-way line South 19059'~ • East a distance of 66_.71 feet to a point on the nor- therly right-of-way line of South ~th Place; th~nce along said Northerly right-of-way line Korth 76°27'~0" East a distance of ~Sl.30 feet to a point on the Westerly right-or-way line of Sha'ttuck Avenue So'lth; thence along said Westerly right-of-way line North 1°19'10" East a distance of 672.~9 feet to the true point of beginning. . Situ~ted within t~e SE l/~ of Sec. 18, Twp. 23 .N., R. 5 E., W.H • Said portions of the above described property subject to the easement grant herein are described as follows: Beginning in the SW corner of the above described property; thence N. 76°27 '~O" ~:. along the northerly right-of-way margin of S. ~th Pl. a distance of ~51.30' to the SE corner of the above described property; thence N. 01°19'10" E. to a line which is parallel with and distant northerly ~ Ft. from the northerly right-of-way line of South 4th Pl; thence S. 76°27'~O" W. along said parallel line to its intersection with the northeasterly -1- right-of-way line of State Road No.5. thence S 19°59'20" E. along said Nely R/W line to the SW ~orner of the above des- cribed property and the point of beginning. Except the Wly ~ Ft. of said easement measured perpendicularly to the Ely RlW line of State Hwy No.5. TOGETHER with a temporary construction" easement described as: The Southerly 10 Ft. of the above described main tract, except the W'ly ~ Ft. thereof. Said temporary ease.ent shall tel'llinate one month from the completion of contract. Said heretofore mentioned Grantee, its successors or assigns, shall have the right, without prior notice or proceeding at law, at such times as may be necessary to enter upon said above described property for the purpose of _intaining. replacing or repairing said plantings. without incurrinl& any legal obligations or liabUity therefore, provided that such maintaining. replacing and repairing of said plantings shall be accomplished" in such .. ~er that the improvements within the private properties shall not be disturbed or damaged. The Grantor shall fully use and enjoy the aforementioned new land- ~cuping. however. the CITY OF RENTOR shall retain ownership and assure caintenarice of the new plantings ~t all times in a reasonable manner. This easement shall be a covenant running with the land and shall h~ binding on the Grantor, its successors, heirs and assigns. Grantor covenants that it is the lawful owner of the above of the above proper- ties and that it has a good and lawful right to execute this agreement • STATE or WASHINGTON COUIITY OF ) ) .sll ) • NO. 1 of KING CCv'!17Y On this 3t7~ay of APRIL, 197", before ~,,»e undersigned, a . NOTARY PUBLIC~d tor" the State of Washington-;-duly commissioned and sworn, personally appeared WILLIAM !:. MURRAY to DIe known to be the Maini- strator of Public Hospital District No •. 1 of, King County, the corporation that executed the foregoing instrument, and acknowledged the said instru- ment to be the free and voluntary act and deed of said IIlUnicipal corpora.,. tion, for the usee and purposes therein mentioned, ancl on oath stated that he is authorized to execute the said instrument and that the seal affixea: is the corporate seal of s3id municipal corporation. I WITNESS mY hand and official seal hereto affixed the day and year. il'l . this certifica~above written. -2- o~teof at REN70N ·' , .. ::: ..... ',. .. ct S H A TTUCK AV; ........ f.:. ~ . ___ .1 t· I i 1 -,------------------~ . t.-_ ... _-_._------._---- .f cic.lt:: ,.. '0' .-~or-__ "K'" MART.RENroN EASEMENT PLAN LEGENl.EASEMFMT AREA-~ AVE_So ... • So.4TH. PLACE ; ",''''.0'. j , t- ---------------. • DECLARATION OF RESTRICTIVE COVENANTS RECEIVED \ NOV 2 B 1994 KING COUNTY RECORDER WHEREAS, Renton Hart, a L general partnership, having its. principal office at 9440 Santa Monica Boulevard, Suite 30S, Beverly HUls, California 90210 ("Ollller"), is the ollller of certain real property located in the City of Renton, County of King, State of Washington, as described in Exhibit A attached heretu (the "Land"). WHEREAS, Owner and the City of Renton deaire to impose the following restrictive covenants, present and future, which shall run with the Land, relating to Landscaping and landscape maintenance on the Land. NOW, THEREFORE, OWner hercby eatablishes, grants, and impoaes " restrictions and covenents with respect to landscaping and landscape maintenance by Ollller, its auccessors, heirs, assigns, and tenants as follows: RESTRICTIVE COVENANTS Owner shall maintain the landscaping and related dtc improvemento on the Land in accordance with accepted standards for the greater Seattle, Washington, area relating to landscaping the landscape maintenance of retail shopping centers, and in accordance with the City of Renton, Examiner's Report and Decision issued February 8, 1993, a copy of which 1s attached hereto as Exhibt B including, without limitation. replacement of any landscaping that dies or is severely daMaged through improper maintenance (i.e •• improper or excessive pruning). DURATION These covenants shall run with the Land and expire on December 31. 1025. If at any time improvements ars inatalled pursuant to these covenants, the portion of the covenants pertaining to the specific installed improvements as required by the Ordinances of the City of Renton shall terminate without necessity of further documentation. Any violation or breech of these restrictive covellontB may be enforced by proper legal procedurea in the Superior Court of King County be eitber the City of Renton or Blly property owners adjoining the Land who are adversely affected by said breach. RENTON IIAllT, s' ~L/ GENERAL PARTNERSHiP B~-ItSIen ral rene . Ii ·~J~g1j€S~:;::~~: .~:;~;·;·i ,.;:'. t.~·L.~· -- o • ~.~ , . ". • , . STATE OF CALIFORNIA COUNTY OF LOS ANGELES ss andenda , 1994, before me, Notary publ1c, personally appeared personally known to. me (or proved to me on the basis of (1) satisfactory evidence) to be the person whose name is subscribed to ~ ~ the within instrument and acknowledged to me that he executed the !i same in his authorized capacity and that by his signature on the " instrument the p,erson, or the entity upon behalf of which the ~ person acted, executed the instrument', WITNESS my hand and official seal. ,::,'j~~) ..•. ": •• 7,; ;·jb'.~." .,.1"1'_ .:110.1 to .JUr.t . .:o. .. , .,'. , . .. •. lin o • SteVI Marlelle, William ,.olk Allocluu SA;CU·n·139 February', 1993 Pa.o 9 should not detract rrom the utilll)' of the rear (or delivery purposU. The Ipplicanl may Ilso employ shadow lines, reveals, and roor Ireatment 10 enhance the rur racade. n. The absenc~ of pedeSllian links has been discussed above. The applicanl shall provide I pedutrian link to the north. wesl and soulh Ihroush Ihe parkinB areas. Small breaks in the perilCeter landseapinB to permit pedestrian passagc are also required. DECISION: The Site Plan and COQdilional Use Permits Bre approved subject to the rollowlns conditions: . . 1. The applicant shall comply with the conditions imposed by Ihe ERC. 2. The sound wall design shall be subject to Ihe approval or Ihe Oevelopment Services Division (OSO) prior 10 Ihe Issuance or building permilS. 3. The monumenl siBn and olher exlerlor sign plans shall be submiued Cor review and approval to the OSD prior to Ihe issuance or buildina permits. 4. The applicant shall submit a revised landscape plan which incorporates sireet Irees along Shalluck A. ve and increases Slreet trees alonB III boundaries or the site. The plan shall be submilled to the DSD Cor review and approval prior to the issuance oC building permiu. Streel Irees shall malch exislins trees in terms oC type Ind size. S. The applicant shall incorporale and Install sil!. (6) (oot high Thuja Pyrmidalis, or equivalent, al intervals or three (3) reet or less on cenler along the outside of the existing chain·liok rence on the easl side or Ihe property. 6. The applicant shall provide planters alongside the outdoor garden shop. 7. The applicanl shall pOSI a surely device equal to acleas. ten (10) percent of tbe value DC all laodscaping Improvements, to be approved by the esc ror maintenance and plant replacement or all slle landscaping ror 8 minimum oC three (3) yean. Evidence or tbe surety device is required prior to the issuance of final approval on the building permiu. 8. The applicant shall Cile a restrictive covenant, runnins with the subject land, acknowledging this and future OWMLs responsibititicsJor .n:I!ipJa,ining the landscapins and site improvemenu on the sitJ In accordance with Ieee d·~~GcrnCiPal;:-IThe covenant shall require the land owner to agree 10 rep ace any and al\ Ian sciiiiingihat dies or is severely damaged Ihrough Improper mainlenance (e.g., improper or ucessive pruning) as to deslroy or significantly reduce the original intenl. The landscapin, covenanl shall be approved by the DSC and the City A.llorney prior to the issuance or building permits. 9. The applicant shall alter Ihe exlerlor trealment of the rear racade to provide trim delail that mirron the column treatment round in the fronl or Ihe building. The applicant may also employ shadow lines, reveals, and roof treatment to enhance the appearance of the rear racade. All plans shall be subject to approval of Ihe OSD prior to issuance or the building permiu. EXHIBIT liB" . ·::-i-.;r--.. •··· t :· •. ~~.~,.·.: .. :1~··'.: :':",: ":. ", .... ,: :. :~.':' i: J r. '. \,' 'I. .. ~ ........................... ,. ...... ' .....•....... • • llOlII¥DII ., ..... 1' 11\ ., lilt III"""U. ,t '", .. '1'4 S\n,' &ad SbaU .... 'U.I St, I.D \lie cs." " .n\41ll, llull· lDIl.oD, rwud.IC lMac, I I' 11' 10' V • CI\&IIeI at ,U.16 tN' UiI • 81' 1&1' 06' V • dll\&DCI tt lQ.C16 , .. , \0 U. \nit polA' ot bo,tnn1J\C tor W. ' .. erip\l., 'hi'" ahlli \M 8ft'btrll ri,,,· atoVlJ U.-ot SO, ,rod nlu • n' w' ~, V • dll~1 ot ~.01 '"'' 'bt.el:1 t.,lnltl& l10aa ,.1. SOaUoerll rlcll, .. roVlJ u. alo., \lie IJ:1I It • urn '-\101 1." IlaYlaa • nol:lu " )GO t .. , UiI • cu'nl 111&11 It )1' lJ' )0' 1 iI1'~1 It 16, •• ' , .. " 'btDCI conllM1na 11l1li& .. 14 S~Ullrll ,~" .. r"" l1DI , 56' ))I la' v • dSt\&.acl ot ~.116 t .. , ,. I poSA' .., Ua~ lor\bll .. ",rlT rip'"'' .. ., 11111 ot .lIlI JIoa4 ... 51 \101"1 dorc"'. 1IO,,1Ia .. "'rll "In· ot...,., lUI S uo S', 20' • a di,\'wl It 66L.n t .. , 'I a perU, . .., \lII DorUltrlJ "Ib\ .. topf11Dl fIl St. Ian Pl&cl, \II.acl Ilona taU Donbtrll rllll'~"" UDI • 1" n' laO' I • dSl\Ulc1 .t LSl.)O , .. , \& • ~, .. Ual Y .. "'rll rl&1I\"'-r U. at ,,,,,'hc' 'n_ SI., ·\boacl 11Ire ul. V.,\&,lT riab, .. toVlJ lJM • 11 1f' 10' • I 4S1\ADCI .t 612.L' r .. , \0 UIoI "'I poSA' 0' "'Ilwrc • Subdivision Guarantee The County of within which said subdivision is located in a sum not exceeding $1000.00 No. Fee. Subdivision Map of Tract No. Consisting of Sheet (s) and any City That, according to those public records which, under the recording laws, impart constructive notice of matters affecting the title to the land included within the exterior boundary shown on the map of the above referenced subdivision, the only parties having any record title interest in said land whose signatures are necessary, under the requirements of the Subdivision Map Act, on the certificates consenting to the recordation of said map and offering for dedicatior any streets, roads, avenues and other ease- ments offered for dedication by said map are: The map hereinbefore referred to is a subdivision of: DEVELOPMENT PLANNING CITY OF RENTON AUG f 2 2004 RECEIVED Signed under seal for the Company, but this Guarantee is to be valid only when it bears an authorized countersignature. Company .c" 7tr'--W./r Subdivi~ion SG 1572 Guarantee • 10582 SUBDIVISION GUARANTEE CLTA NO. 14 (Rev. 4-10·75) r .i '( .-JlIBDIVISION GUARANTEE Guarantee No.: SG-1572-1 0582 Order Number: 200491992 Reference Number: TENNESSEE GROUP LLC Effective Date: July 9,2004 at 12:00 AM Subdivision Guarantee: Sales Tax: Total: $200.00 $17.60 $ 217.60 . OWNERS: TENNESSEE GROUP L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY LEGAL DESCRIPTION: THAT PORTION OF H.H. TOBIN'S DONATION LAND CLAIM NO. 37 AND OF GOVERNMENT LOT 16, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A MONUMENT SET AT THE INTERSECTION OF SOUTH 3RD STREET AND SHATTUCK AVENUE SOUTH IN THE CITY OF RENTON, WASHINGTON; THENCE SOUTH 01°19'10" WEST A DISTANCE OF 311.26 FEET AND SOUTH 87°47'06" WEST A DISTANCE OF 30.06 FEET TO THE TRUE POINT OF BEGINNING FOR THIS DESCRIPTION, THENCE ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SOUTH 3RD PLACE SOUTH 87°46'40" WEST A DISTANCE OF 394.01 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 300 FEET AND A CENTRAL ANGLE OF 31°13'30" A DISTANCE OF 163.48 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT OF WAY LINE SOUTH 56°33'10" WEST A DISTANCE OF 160.66 FEET TO A POINT ON THE NORTHEASTERLY RIGHT OF WAY LINE OF STATE ROAD NO.5; THENCE ALONG SAID NORTHEASTERLY RIGHT OF WAY LINE SOUTH 19°59'20" EAST A DISTANCE OF 664.71 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF SOUTH 4TH PLACE, THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE NORTH 76°27'40" EAST A DISTANCE OF 451.30 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF SHATTUCK AVENUE SOUTH; THENCE ALONG SAID WESTERLY RIGHT OF WAY LINE NORTH 01°19'10" EAST A DISTANCE OF 672.49 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO: Guarantee No: SG-1572-10582 O)UBDIVISION GUARANTEE 1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH • THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31 sT. YEAR: 2004 AMOUNT BILLED: $82,979.89 AMOUNT PAID: $41,494.95 AMOUNT DUE: $41,494.95, PLUS INTEREST AND PENALTY, LEVY CODE: TAX ACCOUNT NO.: ASSESSED VALUATION: LAND: IMPROVEMENTS: IF DELINQUENT 2100 182305-9118-08 $* $* 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TENNESSEE GROUP L.L.C., A WASHINGTON TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: LIMITED LIABILITY COMPANY TRANSNATION TITLE INSURANCE COMPANY COLUMBIA STATE BANK $7,650,000.00 DECEMBER 26, 2003 JANUARY 2, 2004 20040102001936 3. ASSIGNMENT OF LEASES AND/OR RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: ASSIGNEE: DATED: RECORDED: RECORDING NO.: 4. FINANCING STATEMENT. DEBTOR: CREDITOR: RECORDING NO.: TENNESSEE GROUP L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY COLUMBIA STATE BANK DECEMBER 26, 2003 JANUARY 2, 2004 20040102001937 TENNESSEE GROUP L.L.C. COLUMBIA STATE BANK 20040102001938 5. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: RESERVED BY: RECORDED: RECORDING NO.: MINERALS UNITED STATES OF AMERICA JANUARY 21, 1949 3871939 SAID INSTRUMENT ALSO DISCLOSES A WATER MAIN OVER A PORTION OF SAID PREMISES. Guarantee No: SG-1572-10582 ~~BDIVISION GUARANTEE 'J 6. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 12, 1971 RECORDING NO.: 7110120422 IN FAVOR OF:" CITY OF RENTON FOR: SIDEWALK, TRAFFIC SIGNALS ANDIOR STREET LIGHTING AFFECTS: A PORTION OF SAID PREMISES 7. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: OCTOBER 29, 1971 RECORDING NO.: ~ 7..:-1:4029048·1 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON CORPORATION FOR: ELECTRIC TRANSMISSION ANDIOR DISTRIBUTION SYSTEM .... AFFECTS: A FIVE FOOT WIDE PORTION OF SAID PREMISES " 8. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MAY 7, 1974 RECORDING NO.: 7405070~63 IN FAVOR OF: CITY OF RENTON FOR: LANDSCAPING AFFECTS: A PORTION OF SAID PREMISES <:::1 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: MAY 7,1974 RECORDING NO.: 7405070564 IN FAVOR OF: CITY OF RENTON FOR: LANDSCAPING AFFECTS: A PORTION OF SAID PREMISES 10. DECLARATION OF RESTRICTIVE COVENANTS AND THE TERMS AND i CONDITIONS THEREOF: RECORDED: NOVEMBER 29, 1994 { RECORDING NUMBER: 9411291349 Guarantee No: SG-1 572-1 0582 ., ;:,uBDIVISION GUARANTEE The Company's liability for this report is limited to the compensation received. This report is based on the Company's property records, and no liability is assumed for items misindexed or not indexed in the public records, or for matters which would be disclosed by an inquiry of parties in possession or by an accurate surveyor inspection of the premises. This report and the legal description given herein are based upon information supplied by the applicant as to the location and identification of the premises in question, and no liability is assumed for any discrepancies resulting therefrom. This report does not represent either a commitment to insure title, an examination of or opinion as to the sufficiency or effect of the matters shown, or an opinion as to the marketability of title to the subject premises. I certify this is a true accurate reflection of those documents on file at the King County Court House, Seattle, Washington as of the date and time referenced above. -~~---====:::=:=====----.-... :rj Guarantee No: SG-1572-10582 .• .!f" ... It.L c.. ioo..n 000120 t , . ORDER NO. 2. 00 '-{ 11 7 7 2.. . . -------.-----.----.,,~~~-~-- Short Plat Rec, No. __________ _ Volume _____ Page. __ _ t N This sketch is provided without charge for your information. It is not intended to show all matters related to the propelty including. but not limited to area, dimensions, easements, encroachments or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for al1Y matter related to this sketch. Refereni::e should be made to an accurate survey for further information. DATE: DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED MEMORANDUM RECEIVED DEC 1 2 2003 ECONOMIC DEVELOPMENT NEIGHBORHOODS ' AND STRATEGIC PLANNING TO: Construction Services, Fire Prevention,Plan Review, EDNSP, Project Planner FROM: Neil Watts, Development Services Division Director SUBJECT: New Preliminary Application: . 1Y\c..Lei\M 'ttCS'-\~n;.c LOCATION: ill6ro.~(\, =(, c ~<:c ;2 PREAPP NO. O::!> -\. 'd-c:s \,.{~ A meeting with the applicant has been scheduled for ~<:. ~\ ,fhYFsaay, lO Q"'!'\ , in one of the 6th floor conference rooms (new City Hall). If this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11 :00 AM to allow time to prepare for the ·11 :00 AM meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major Issues that must be resolved prior to formal land use and/or building permit application submittal. .' . Plan Reviewer assigned is ~~ ---Please submit your written comments to ~ ~C'~ (Planner) at least two (2) days before the meeting. Thank you. '" L ~~~<:..e-f>c:.. ". ""'.:> \ ~-N::-';) eo @~9-,---Jo (~V~ I ~ (1~,z-r J ~~~ Vett\.\-es~~C,pvv;~~~ G""r v"~~,\ Y£S~'v~t" ~~. \ . H:\Division.s\Develop.ser\Dev & Plan.ing\TempJate\Preapp2 Revised 9/00 . . DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM December 12, 2003 Jason Jordan, Senior Planner Jim Gray, Assistant Fire Marsh~ 11--. McLendon Hardware, 440 Rainier Ave. S Fire Department Comments: 1. The preliminary fire flow is 5000 GPM, one hydrant is required within , ~\ 150 feet of the structure and four additional hydrants are required wi~hin , " 300 feet of the structure. r - 2. A fire mitigation fee of $3,640,00 is required based ~ri $.52 per squar~ .' ~... ( foot of the new covered wood storage area. I' , -. ,~! ." • '." '. 3. Separate plans and permit are required for the installation and/ or modification of the sprinkler and fire alarm systems. 4. Fire Department access roadways are required to within 150 feet of all (. portions of the building exterior. Roadways are a minimum 20 in width- with a turning radius of 45 foot outside and 25 foot inside. Fire lane shall' be provided around the perimeter of the building. 5. Provide a list of the flammable, combustible liquids and any hazardous /j chemical to be used or stored on site . . ,j Please feel free to contact me if you have any questions . . I \ ' . , ""'-.. ~I \ ': ( . , ' . " , {. ," 'l." /, , /\.-" DATE: TO: FROM: SUBJECT: CITY OF RENTON PLANNING/Bl.JILDING/PUBLIC WORKS MEMORANDUM December 16, 2003 Jason Jordan Arneta Henninger X7298 t~ MCLENDON HARDWARE PREAPPLICATION 03-125 440 Rainier Ave S. NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and permitting issues are based on the pre- application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on site planning and other design changes required by the City or made by the applicant. I have completed my review on the above preapplication in Section 18, Township 23N, Range 5E which proposed a remodel of the former Kmart store building and have the following comments. WATER: • Per Renton Fire Marshal's memo dated December 12, 2003, the preliminary fire flow demand for this remodel project is 5,000 gpm including the use a fire sprinkler system.· A total of five hydrants, each capable of delivering 1,000 gpm, is required and the hydrants Shaif be within 150 feet to 300 feet of the building. • According to our records, there are existing water mains, with size ranging from 8- inch to 16-inch in the surrounding streets (S. 3rd PI, Rainier Ave., S. 4th PI, and Shattuck Ave. S., that are capable of delivering the required flow demand of 5,000 gpm. However, the applicant shall install additional fire hydrant(s) to meet the above requirements for 5 hydrants. The final location of the hydrants shall be determined by the Fire Marshal. • The existing building has a fire sprinkler system without an approved backflow , prevention device. A new backflow prevention device, such as a Detector Double ~ ,.' - Check Valve Assembly (DDCVA) will be required for the fire sprinkler system. . . • The applicant shall verify that the existing water meter is of sufficient size to serve the proposed building remodel. Additional water meter(s) or a larger water meter may be required. Backflow prevention device such as a double check valve assembly, may be required for the domestic meter. McLendon's Hardware Preapplication 440 Rainier Ave S • Static water pressure is about 70 psi at elevation 25 feet. • Reference plans: 3-1-501, W-20, W-22,W-389. /' ",,/ '> .' / / __ ",__ I • Water System Development Charges of $0.213 per square foot gross area maY'be required if not previously paid. The Development Charges are collected as part,of the construction permit. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge if an additional water meter, or a larger meter, or additional hydrant is required. Your project will be reviewed to determine how much redevelopment credit applies. SANITARY SEWER: • There is an existing 24" sanitary sewer main in Shattuck Ave S. • Any use in the building subject to oils or grease shall require the installation of a grease interceptor or oil/water separator as determined at the time of plan review. , • If, per the City of Renton Fire Marshall the building is required to be sprinklere4 floor drains will be required to be tied in to the sanitary sewer system. • System Development Charges (SDC) are $0.126 per gross square foot of property if not previously paid. These fees are collected at the time a construction permit is issued. Please note that any parcel that currently has water and or sewer service is eligible for a prorated system development charge. Your project will be reviewed to determine how much redevelopment credit applies: STREET IMPROVEMENTS: • Construction of a commercial building would trigger a separate review. . • Street improvements may be required. • Traffic Mitigation fees apply. STORM DRAINAGE: • There are existing storm drainage facilities in Rainier Ave S, S 4th PI and Shattuck AveS. • A conceptual drainage plan and report is required to be submitted with the formal application for a commercial project using the 1990 King County Surface Water Drainage Manual. . I:\Projects\MCLENDONHDW AREP A.doc\cor /~ , McLendon's Hardware Preapplication 440 Rainier Ave S • The Surface Water SDC fees are $0.249 per square foot of ~ impervious area. These fees are collected at the time a construction permit is issued. GENERAL: ,. -" • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • All plans shall be tied to a minimum of two of the City of Renton Horizontal and Vertical Control Network. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. cc; Kayren I:\Projects\MCLENDONHDW AREPA.doc\cor DATE: TO: FROM: SUBJECT: CITY OF RENTON - Planning/Building/Public Works MEMORANDUM December 31,2003 Pre-Application File No. 03-125 Jason JOrda~r Planner, x7219 McLendon's Hardware General: We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant and the codes in effect on the date of review. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. The Development Regulations are available for purchase for $50.00, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is addressed as 440 Rainier Avenue South and is located east of Rainier Avenue South, west of Shattuck Avenue South and between South 3rd Place and South 4th Street. The property is presently developed with a 118,020 square foot structure along with associated parking and landscaping areas. The site was formerly utilized as a K-Mart retail store and most recently has been utilized as a King County Park and Ride facility. The proposal is to remodel the interior of the building add a mezzanine office area, construct a new 12-foot wide canopy on the store front side of the building and construct a new covered lumber storage area. The applicant is also considering moving a curb cut on Shattuck Avenue South to the southeastern corner of the site (near the northwest corner of Shattuck Avenue South and South 4th Place). Zoning: The subject site is designated Commercial Arterial (CA) on the City's Zoning Map. Retail Sales and office uses, including general office, are considered primary permitted uses when located . within the CA zoning designation. In addition, outdoor retail sales is also a permitted use within the CA zoning deSignation, provided all screening requirements and other pertinent development standards are complied with. Development Standards: The proposal's compliance with the CA zone development standards, as well as the parking regulations, is addressed below: Project Site -It is likely that there are easements that transect the subject site. All easement areas must btidentified and dimens.l.Qruiclon the formal site plan in order for staff to verify all structures will ,_. / remain outside of these areas. Lot Coverage -The CA zone allows building coverage at a maximum of 65% of the lot area for projects not providing structured parking, or 75% if parking is provided within the building. Based on the information provided, the subject site is approximately 421,225 square feet in area. The existing building footprint is approximately 118,020 square feet and the proposed canopy addition would add approximately 6,240 square feet. This arrives at a building lot coverage of approximately 30%, which is below the maximum building coverage allowed within the CA zone. If the lumber storage area is also covered, an additional 7,925 square feet of building coverage would be added to the total area, which equates to a total lot coverage of 31 %. Setbacks/ Landscaping - A minimum 10-foot landscaped building setback is required from all street frontages. No other setbacks are required in the zone, unless located adjacent to property designated as a residential zone. As depicted, the existing building and the proposed exterior modifications McLendon Hardware Pre-Application Meeting December 31,2003 Page 2 of 3 appear to comply with the setback standards; however,staff could not verify if the required landscaping is in compliance. Height -The CA zone allows a maximum building height of 50 feet. Based on the information provided, the existing building complies with the height restriction of the zone provided it remains below 50 feet (as measured from finish grade). Screening/Outdoor Storage -Screening must be provided for all surface-mounted and roof top utility and mechanical equipment. In addition, garbage dumpsters and recyclable areas must be screened pursuant to RMC section 4-4-090C7. Approval of the proposed locations of dumpster areas by Rainier Waste Management is recommended. The site plan submitted with the SEPA review and building permits will need to include elevations and details on the proposed methods of screening. Pedestrian Connection -In addition to the street frontage improvements discussed above, all development in the CA zone is required to provide a direct and clear pedestrian connection from sidewalks to building entrances. The site plan depicts existing connections from the sidewalks along ,the street frontages to the building entrance on the south and west sides through the use of striped concrete pathways. Parking -The project site contains 540 existing parking spaces -of which 12 stalls are ADA accessible. The parking regulations require that a specific number of off-street parking stalls based on the amount of square footage dedicated to certain uses be provided entirely within the boundaries of the property. The following ratios will likely be. applicable to the project: • Offices, general: A minimum of 3 to a maximum of 4.5 spaces for every 1,000 square feet of floor area dedicated to that use. • Hardware Store: A minimum and maximum of 2 spaces for every 1,000 square feet of floor area dedicated to that use . • j If the use of the building is assumed to have approximately 6,000 square feet of general office space and approximately 118,000 square feet of retail space, the site would be required to provide a minimum of 254 parking stalls to a maximum of 263 stalls. As such, the site is currently over-parked; however, as it is an existing condition, no further permitting will be required. In addition, the parking regulations specify standard stall dimensions of 9 feet x 20 feet, compact dimensions of 8% feet x 16 feet, and parallel stall dimensions of 9 feet x 23 feet. An aisle width of 24 feet is required for 90 degree parking stalls and a width of 18 feet is required for parallel stalls. ADA accessible stalls must be a minimum of 8 feet in width by 20 feet in length, with an adjacent access aisle of 8 feet in width for van accessible spaces .. Based on the overall number of parking spaces, a minimum of 2% of the stalls must be ADA stalls. As presented, the.site appears to comply with the minimum parking stall width and depth regulations. Signage: Only one freestanding business sign (pole, monumenVground, projecting or roof) is permitted per street frontage for each individual parcel. Wall signs with a copy area not exceeding 20% of the fa~ade to which it is applied are permitted on all sides of the structure. The wall sign may not project above the roofline of the building or it would be considered a freestanding sign. Permit Requirements: Based on the size of the proposed canopy and lumber storage area, the project would require Environmental (SEPA) Review and an amendment to the existing approved site plan. The two land use permits would be processed as a single land use application and would be completed in an estimated time frame of 4 to 6 weeks once a complete application is accepted. The application fee would be $1,00.00, plus $0.37 per mailing label required for notification to all property owners within 300 feet of the site, Please refer to the attached application package for a complete list of submittal requirements. Separate demolition, building, construction and sign permits would also be required. The review of these permits may occur concurrently with the review of the land use permits, but cannot be issued prior to the completion of any required appeal periods. McLendon Hardware Pre-Application Meeting December 31, 2003 Page 3 of 3 Fees: In addition to the applicable land use, building, construction and sign permit fees, the following mitigation fees and development charges will be required prior to the issuance of building permits: • Utility (Surface Water, Sanitary Sewer and Water) System Development Charges will be required of the project; • A Fire Mitigation Fee based on $0.52 per square foot of new construction; and, • . A Transportation Mitigatiqn Fee based on $75 per each new average daily trip attributable to the project. A handout listing all of the City's Development related fees is attached for your review. Printed: 08-12-2004 Payment Made: C ...... Y OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-097 08/12/200404:09 PM DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 kECErVED Receipt Number: R0404417 Total Payment: 400.00 Payee: PAID IN FINANCE (MCLENDONS HARDWARE INC) Current Payment Made to the Following Items: Trans Account Code Description Amount 5010 000.345.81.00.0007 Environmental Review 400.00 Payments made for this receipt Trans Method Description Amount Payment Other Account Balances Trans Account Code 3021 303.000.00.345.85 5006 000.345.81.00.0002 5007 000.345.81.00.0003 5008 000.345.81.00.0004 5009 000.345.81.00.0006 5010 000.345.81.00.0007 5011 000.345.81.00.0008 5012 000.345.81.00.0009 5013 000.345.81.00.0010 5014 000.345.81.00.0011 5015 000.345.81.00.0012 5016 000.345.81.00.0013 5017 000.345.81.00.0014 5018 000.345.81.00.0015 5019 000.345.81.00.0016 5020 000.345.81.00.0017 5021 000.345.81.00.0018 5022 000.345.81.00.0019 5023 0 5024 000.345.81.00.0024 5036 000.345.81.00.0005 5909 000.341.60.00.0024 5941 000.341.50.00.0000 5954 604.237.00.00.0000 5955 000.05.519.90.42.1 5998 000.231.70.00.0000 Description Park Mitigation Fee Annexation Fees Appeals/Waivers Binding Site/Short Plat Conditional Use Fees Environmental Review Prelim/Tentative Plat Final Plat PUD Grading & Filling Fees Lot Line Adjustment Mobile Horne Parks Rezone Routine Vegetation Mgrnt Shoreline Subst Dev Site Plan Approval Temp Use or Fence Review Variance Fees Conditional Approval Fee Comprehensive Plan Amend Booklets/EIS/Copies Maps (Taxable) Special Deposits Postage Tax 400.00 Balance Due .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 I I I I I I I I I I I I I I I I II I I Golder Associates Inc. 4104-148th Avenue, NE Redmond, WA 98052 Telephone (206) 883-0777 Fax (206) 882-5498 October 24, 1994 William Polk Associates 1120 Post Alley Seattle, W A 98101 ATTENTION: Mr. Tom Schilb RE: GEOTECHNICAL DESIGN EVALUATION PROPOSED K-MART ADDITION, STORE #4480 RENTON, WASHINGTON Dear Tom: Our ref: 943-1622 Golder Associates Inc. is pleased to present the results of our foundation recommendations for the proposed addition to K-Mart store #4480, Renton, Washington. The purpose of this study was to review the earlier geotechnical report and addendum by Klohn Leonoff Inc., re-evaluate the liquefaction risks and consequences, and develop pile design recommendations for foundationsupport of the proposed addition. Our work was completed in general accordance with our scope under task 1 of our proposal to William Polk Associates dated April 6, 1994. Specific issues that are addressed in this letter report include the following: • evaluation of the liquefaction potential of the on site soils, • pile design recommendations, • estimates of seismic displacements, and • comments on pile installation. Based on the results of our analysis, the proposed project appears feasible from a geotechnical standpoint, provided the addition is supported on a pile foundation. The results of our analysis indicate that the loose to medium dense sands and silts below the water table have a high risk of liquefaction under typical earthquake design peak horizontal accelerations of 0.2 g to 0.3 g. However, the pile foundations can be designed to support the estimated down drag loads and lose of lateral soil support during liquefaction. PROJECT AND SITE DESCRIPTION The project consists of adding an addition to the existing K-mart Store #4480 located southeast of the corner of Rainer Ave. and South 3rd Place, in Renton, Washington. Design drawings by William Polk Associates, dated August 18, 1994, show a proposed OFFICES IN AUSTRALIA. CANADA. GERMANY, HUNGARY, ITALY, SWEDEN, UNITED KINGDOM, UNITED STATES I I I I I I I I I I I I I I I I I I I October 24, 1994 2 943-1622 85-foot extension of the main building to the north, combined with an adjoining auto service center and new garden center. The finished floor elevation will match the existing building floor slab elevation of about 26 feet, with anticipated maximum floor slab loads of 300 pounds per square foot. Information on the plans provided to us indicated a lightly loaded one-story building with load bearing walls with loads of 2 to 3 kips per lineal foot and column loads of up to 140 kips. At the time of Golder Associates' involvement with this project, the proposed addition and foundation had been designed. The previous geotechnical report, by Klohn Leonoff, gave several options for foundation support of the proposed building and floor slab, and it is our understanding an auger-cast pile foundation and structural floor slab were selected for support of the building. It is our understanding the existing 84,OOO-square-foot building is supported on a spread-footing foundation with slab-on-grade floor support and was constructed in the early 1970's. It is reported that the site was preloaded to limit post-construction settlements and a prism of structural fill was placed under the foundation elements. Topographic relief across the entire site is on the order of 4 feet, but is nearly level in the proposed expansion area. It is our understanding that the area to be developed contains the existing garden shop and adjacent asphalt surfaced parking areas. PREVIOUS WORK Klohn Leonoff Inc. performed a subsurface investigation and produced a geotechnical engineering report for the proposed project in the summer of 1992 (Klohn Leonoff, 1992). A subsequent addendum dated August 20, 1992 addressing lateral pile capacities and potential free-field deflections in the event of liquefaction during the design earthquake. Five borings were advanced to depths of up to 35 feet across the site during Klohn Leonoffs subsurface investigation. SUBSURFACE CONDITIONS The subsurface conditions were interpreted from the previous borings performed for Klohn Leonoffs the geotechnical report, dated July I, 1994. Please refer to this report for locations ~nd detailed boring descriptions and laboratory test results. Based on the borings by Klohn Leonoff,.the site is generally underlain by varying thicknesses of fill, over loose silty sands and soft silts to a depth of 15 feet below the ground surface. Below 15 feet, generally dense sands, gravelly sands, or stiff silts were encountered in the borings. Groundwater was encountered in all of Klohn Leonoffs borings at about 7 feet below the existing ground surface. For our pile foundation and liquefaction analysis, we have assumed an average soil profile that consists of the following: • 0-3 feet, loose, moist, granular fill, native sands or sandy silt, blow counts Golder Associates I I I I I 'I I I I I I I I I I I I I I October 24,1994 3 943-1622 (N) ranging from 2 to 12 blow counts, material is quite variable; • 3-7 feet, soft, low-plastic, wet clayey silt, Plasticity Index (PI) in the 10 to 20 range, N ranging from 2 to 5; • 7-10 feet, soft, low-plastic, saturated clayey silt, PI in the 10 to 20 range, N from 2 to 5; • 10-15 feet, loose/medium dense, saturated sand to silty sand, N ranging from 7 to 18, silt content from 10 to 33%; and • 15-35 feet, dense, saturated sand, gravely sand or stiff, saturated silt, blow counts ranging from 11 to 88, this material is quite variable. ' CONCLUSIONS AND RECOMMENDATIONS General Based ort our review of the previous geotechnical subsurface information and the results of our geotechnical engineering study, we concur with Klohn Leonoff's recommendation regarding supporting the proposed addition, to K-Mart Store #4480, on an auger cast pile foundation combined with a structural floor slab. Other options are available for foundation support, however, the liquefaction risk and potential for compressible settlement at this site prevents the use of spread footings and slab-on-grade construction unless substantial ground improvement is accomplished. Liquefaction Analysis Liquefaction refers to a temporary condition in which vibrations or ground shaking, usually from earthquake forces, results in high pore pressure and subsequent loss of shear strength. In general, soils that are most susceptible to liquefaction include soft sandy silts and loose fine sands. For the proposed project, the liquefiable soils include the loose to medium dense sands below the water table. Although the test results indicated it to be plastic and non-susceptible to liquefaction, we also treated the clayey silt unit as being essentially non-plastic and susceptible to liquefaction. This is conservative and reflects the possibility that some of the unit may grade to non-plastic silts. The major implications of liquefaction for this project are the potential loss of lateral pile support and the potential for settlement of the soils creating a vertical down-drag force on the upper portion of the piles. Although the soils were not investigated below the existing building, liquefiable soils likely occur below the existing building footprint. The liquefaction potential of the on-site soils was evaluated using Harder and Seed's (1991) method of analysis, which determines whether the soils can liquefy during a large seismic event. Using this approach, we found that there is a potential for liquefaction of the loose to medium dense sand, silty sand, and soft plastic silt layers below the groundwater table for a seismic event that produces peak ground accelerations on the order of 0.2 to 0.3 g. Horizontal ground accelerations of this magnitude could be produced by a magnitude 7.0 earthquake, which would be representative of the Uniform Building Code (UBC) zone 3. Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 4 943-1622 Based on this analysis, the potentially-liquefied zone is generally located 7 to 15 feet below the existing ground surface. Due to the limited thickness of the material, liquefaction is not expected to significantly reduce the axial capacity of the piles. However liquefaction of this layer would reduce the lateral resistance of the soil and increase the deflection of the pile under the lateral load. Liquefaction has been known to induce lateral spreading of the ground on slopes as flat as a few degrees. There is no rigorous method to evaluate the risk of lateral spreading. As discussed in the Klohn Leonoff August 1992 report, the theoretical maximum limits of lateral movements could be quite large if spreading occurs. It is not practical to design the foundation for the new addition to resist these maximum theoretical movements. Ground densification is also not practical since it would likely damage the adjacent existing structure. Even if the new addition could be designed for lateral spreading, the adjacent existing structure would not resist lateral spreading. However, in our opinion the risk of lateral spreading at this site is small due to the flat slopes and limited thickness of liquefiable soils. Thus it is considered appropriate to ignore the condition of lateral spreading in the design of the foundation provided the owner understands that there is a small residual risk that lateral spreading could damage the structure. Pile Foundations General Auger-cast piles are considered appropriate for this project because they can be installed next to the existing structure with minimal ground disturbance and vibration. Installation of driven piles could cause damage to the existing structure. The disadvantage of auger-cast piles is that they are more sensitive to the contractor's installation methods. For this reason, we recommend that only pre-qualified, experienced, auger-cast-pile contractors be considered and installation of all piles be observed by a geotechnical engineer or his representative. An auger-cast pile is formed by drilling with continuous flight augers to a set depth and backfilling the hole with grout, pumped though the hollow stem, as the auger is steadily withdrawn. Pre-tied or welded rebar cages can be pushed down into the unset grout to provide internal reinforcing. Auger-cast piles can be designed and installed at various diameters. We are providing design recommendations for a 16-inch diameter auger cast pile foundation which are shown on the current design drawings. Vertical Capacity Based on the subsurface borings by Klohn Leonoff and our analysis, we recommend a 6O-kip allowable vertical capacity for a properly installed auger-cast pile embedded 10 feet into bearing soils consisting of dense deposits below the potentially liquefiable zone. For a 16-inch diameter, properly installed auger cast pile, embedded 15 feet into dense deposits below the potentially liquefiable zone, we recommend a 75-kip allowable vertical capacity. These allowable capacities include a reduction of 15 kips due to down drag imposed on the pile by settlement of the upper soils following a liquefaction event. Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 5 943-1622 Based on this design criteria, average lengths of 25 to 30 feet are estimated for 6O-kip and 75-kip axial design loads, respectively. Uplift Capacity Uplift pile capacity develops as a result of side friction between the pile and the adjacent soils. For 10 feet of embeddment in dense, bearing soils, a 16-inch diameter auger cast pile can be designed with an allowable uplift capacity of 20 kips. An allowable uplift capacity" of 30 kips is recommended 16-inch auger cast pile embedded 15 feet into dense bearing soils. Piles subjected to uplift must have internal reinforcing capable of transferring the uplift forces to the portion of the pile below the potentially liquefiable zone. Lateral Deflection To compute lateral deflection of the pile during a potential liquefaction event, a computer program, LPILE (Reese and Wang, 1993) was used. This program calculates deflection, shear, moment, soil reaction and total stress along the pile shaft. A fixed head pile was assumed in the analysis, based on discussions with the structural engineer. To simulate liquefaction of the soil layer from 7 to 15 feet below the ground surface, the friction angle of the soil was assumed to be zero and with a nominal cohesion. To allow for reduced soil strength of the non-liquefied deposits during a seismic event, the cyclic loading option on the LPILE program was used during the analysis. A total of 30 loading cycles were select during the computer run in order to simulate the design earthquake. The following soil properties were used in the LPILE analysis to simulate a single pile: • 0-3 ft. • 3 - 7 ft. • 7-15 ft. • 15 -30 ft. Friction Angle = 30 deg. Cohesion = 0 Effective Unit Weight = 115 pd (0.067 pci) Modulus of Subgrade Reaction = 25 pci Friction Angle = 0 deg. Cohesion = 200 psf (1.389 psi) Effective Unit Weight = 110 pd (0.067 pci) Friction Angle = 0 deg. Cohesion = 5 psf (0.035 psi) Effective Unit Weight = 53.6 pd (0.031 pci) Friction Angle = 38 deg. Cohesion = 0 Effective Unit Weight = 67.4 pd (0.039 pci) Modulus of Subgrade Reaction = 125 pci The pile was modeled as a 16-inch diameter concrete pile with a modulus of elasticity of 4 X 106 psi. To simulate group effects for piles spaced 2.5 to 3 pile-diameters apart, the modulus of subgrade reaction was reduced to 25% of that for a single pile. A reduction of this magnitude to the modulus of subgrade reaction is considered to be conservative for pile groups that only have two or three piles in line with lateral loading. Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 6 943-1622 The LPILE program was run for a 30 foot long 16-inch diameter auger cast pile for 5-, 10- and 15-kip lateral loads for a single pile and pile groups. The loading criteria is based on discussions with the structural engineer. Group pile loading is based on two piles spaced at 2.5 times the pile diameter, in the line of the direction of lateral loading. Table 1 lists the calculated deflections and maximum moments from the LPILE program. The output for the 10-kip single pile run and influence diagrams, for six runs from the LPILE program are attached to this letter report. Settlement If properly installed, the pile foundation is anticipated to settle less than V2 inch with differential settlements of about V4 to V2 inch. TABLE 1 LPILE CALCULATED LATERAL PILE DEFLECTIONS Pile Loading Lateral Load Per Pile Deflection at Maximum Moment (kips) Top of Pile (in) (k-in) single 5 0.12 -279 group 5 0.26 -395 single 10 0.36 -673 group 10 0.60 -847 single 15 0.72 -1,163 group 15 0.98 -1,327 Pile Spacing A minimum center-ta-center pile spacing of 2.5 times the pile diameter is recommended for design. Pile Caps Pile caps along the exterior of the building should extend a minimum of 18 inches below exterior ground surface to minimize the risk of frost heave. Pile Installation Criteria Strict quality control of auger cast pile installation is required as the structural integrity of the pile is sensitive to operator control. Structural integrity of the pile could be Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 7 943-1622 compromised by incomplete filling of the pile hole, discontinuities along the shaft and reduction of cross sectional area. Also, as based on the soil borings, the depth to bearing soils varies across the site. For these reasons, we recommend a geotechnical engineer or his representative observe the installation of all piles to verify adequate embeddment into bearing soils and proper installation. As recommend by Neely (1991), when drilling, the auger should be advanced at a steady rate. At the required depth, the auger should be raised to one to two feet while positive rotation is maintained. After grout pressure is built up and a volume equivalent to two feet of pile is discharge, the auger should be relowered to the original depth and sufficient grout pumped to create a minimum five foot grout head above the auger. The should than be withdrawn at a rate consistent with grout supply while maintaining positive rotation of the auger to retain the soil on the auger and to insure the grout fills the entire pile cross section. In order to minimize the undesirable effect of soil decompression (Le. when the auger is tending to transport soil to the surface faster than it is penetrating the ground) equipment with at least 20,000 ft-Ib of torque and auger pitch equal to one-half the diameter should be used. At all times, the volume of grout pumped must be greater than the theoretical volume of the hole created by the auger. The volume of grout used for each pile should be measured and should be greater than 1.4 times the theoretical volume. For saturated alluvial deposits it is not uncommon to have actual grout volumes of up to 1.6 time the theoretical volume. Upon withdrawal of the auger, a short steel sleeve should be placed at the top of each pile to prevent contamination of the grout by the surrounding soil and provide a level pile at the design elevation of the butt. Reinforcing steel is typically installed by pushing rebar or a pre-fabricated cage into the unset grout. As a minimum, we recommend that the piles be design with one centralized rebar which extends the full length of the piles. The purpose of the centralized rebar is to confirm the pile has a continuous grout column and there is no discontinuities or soil necking along the pile shaft. Installation of adjacent piles should be avoided until the grout has set a minimum of 24 hours. If the grout surface subsides from installation of adjacent piles, that pile should be abandoned and redrilled. Pile Load Verification Provided the pile installation is monitored by a geotechnical engineer or his representative and no pile damage is noted, load verification tests are not recommended. Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 8 943-1622 Existing Building/Addition Interaction As the existing building is supported on spread footings and the proposed addition on piles, the two structures will likely behave differently during a seismic event. Discussions with the structural engineer indicate that during a seismic event, the existing building and proposed structure will have horizontal deflections similar in magnitude to those at the foundation. Assuming that the two buildings are out of phase during an earthquake and based on the LPILE results, horizontal foundation deflection at the connection of the two structures is estimated to be two times the calculated lateral pile deflection. If liquefaction is induced by a seismic event of sufficient magnitude and duration, the ground surface will settle as the pore pressures dissipate and the liquefied deposits densify. As the new addition is proposed to be founded on a pile foundation with a structural floor slab, settlement of the ground surface would only impact the existing building, which is founded on spread footings. Based on the scenario of eight feet of soil \ liquefying during the design earthquake, we estimate vertical ground settlements on the order of 2 to 4 inches. As the liquefiable soils are of alluvial origin and tend to vary in density, consistency and thickness over relatively short distances, liquefaction typically would not be uniform across the site and differential settlements of up to V2 the total settlement could be expected. Long term settlement of the existing structure may continue over time as the soil creeps, or the possibility of lower of the groundwater table. We estimate up to one inch of long term vertical settlement of the existing building relative to the proposed addition. To allow for vertical and horizontal settlements between the two structures, we recommend the two buildings be structurally isolated from each other and also allow for the estimated horizontal displacement during the design seismic event. This could be accomplished by providing a non-loading carrying joint between the two structures and a minimum open space. CLOSURE The conclusions and recommendations presented in report are based on subsurface explorations by others, and geotechnical analysis by Golder Associates Inc. The integrity of the foundation depends on proper site preparation and construction procedures. We are available to provide geotechnical engineering services during the construction and design phases of this project. Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 9 943-1622 We appreciate the opportunity to provide you with this information. If you have any questions, please contact us. Respectfully submitted, RDljRLP/cla Golder Associates I I I I I I I I I I I I I I I I I I I October 24, 1994 10 943-1622 REFERENCES Klohn Leonoff, Inc Guly, 1992}, "Subsurface Investigation and Geotechnical Engineering Report Proposed K Mart Addition, Store # 4480, Renton Washington" Klohn Leonoff, Inc (August, 1992), "Addendum To the Geotechnical Report Store # 4480", Neely, W.J., (1991). "Bearing Capacity of Auger-Cast Piles in Sand." lournalofGeotechnical Engineering, Vol. 117 No.2, ASCE, 331-345. Reese, L.C., and Wang, S. (1993), "Documentation of Computer Program LPILE, Version 4.0", Ensoft, Inc., Austin, Texas Seed, R.B., and Hardner, L.F., Jr. (199O), "SPT-Based Analysis of Cyclic Pore Pressure Generation and Undrained Residual Strength:, Proc; ofH. Bolton Seed Memorial Symposium, Berkeley, CA, Vol II, 351-376. Golder Associates I I I I I APPENDIX A I I I I I I I I I I I I I I I I Golder Associates I I I I I' I I I I I I I, I I I I I I I I. A. B. c. D. E. F. II. APPENDIX A DEFLECTION, MOMENT, AND SHEAR DIAGRAMS FROM LPILE PROGRAM FOR: fixed head, 5 kip lateral load • fixed head, 10 kip lateral load fixed head, 15 kip lateral load fixed head, modulus of subgrade reaction reduced to account for pile group effects, 5 kip lateral load fixed head, modulus of subgrade reaction reduced to account for pile group effects, 10 kip lateral load fixed head, modulus of subgrade reaction reduced to account for pile group effects, 15 kip lateral load LPILE OUTPUT FOR 10 FIXED HEAD, 10 KIP LATERAL LOAD Golder Associates I I I I I APPENDIX B I . I II I I I I I I I I I I I I Golder Associates I I I I I I I I I I I I I I I I I I I -4.0 0 20 40 60 ,.. I 80 ... 1.00 OJ ~ .. J 1.20 1.40 1.60 1.80 200 Ko~nt (Inch-Pounds) (100000'5) -2.0 0.0 2.0 4.0 · . · . ·· .. · .. ··~ .. · .... ·! .. · .. · .. ·r .. · .. · .... · .. · .. ·t·· ...... 1 .... · .. .. ....... : ......... i ......... j ................. ·f ........ 1 ...... · .. · ...... ·f .. ·· .. ·1···· .... t .... ···· ........ ·r .. ·· .. ·1 ...... ··· ......... j ......... j ....... + ................ ·~ ........ 1 ...... ··· · . . · . . · ...... ·i· .... · .. ·~ .. · ..... ~ .............. · .. ~ .... · .. ·1 .... · .. ·· . . . . ········T········\···· .. ·· .. ..... ......... ~ ........ ~ ........ . · ...... ·.;. ........ j· .... · .. t ............. · .. ~· .. · .... r· ...... · . . ::::::::r:::::::l::::::r:::::::: :::::::::r:::::::r:::::: · . . · . . : : . 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GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 10 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53552 DATE 10124/94 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I I 4.0 0 20 40 60 " ~ BO ... ~OO v .t: ~ J ~20 ~40 ~60 ~BO 200 Shear(Pounds) (~OOO's) 6.0 B.O ~O.O 12.0 · .. . .••. ; ........ : ......... j ......... : .................. ; ........ i .... · .. ·· : : :: ':: · . . . · . · . ., . . ... : ....... : ......... : ......... : ................. : ........ : ........ . ~ ~ :: ~ ~ .' . .. · . ., ., .0 •. ~ •..•.•• .: ...•••... i ........ .: ................. 0; •...•••• , .•••••.•• · . .. .. · . ., ., : :: :: · ., ., : . :: :: •••• : •• '0' ••• :-•••••••• : ......... ":"' •• 0 •••••••••••••• : •••••••• ~ ••••••••• . ., ., ., ., .' ., ., . .' . ., . .... j' ....... ! ......... ~ ........ i' ................. ? ........ ~ ....... .. · . ., ., ···r··· .. -r······i·· .... +······· ········r······r······ RUN7Gl.O.GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 10 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 943 1622 DRAWING NO. 53553 DATE 10124/94 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I I 0.20 0 20 40 60 .... I 80 ... 1.00 .., I! ... Ia 1.20 GI CI 1.40 .J.60 .J.80 200 Deflection (Inches) 0.40 0.60 0.80 1.00 . . . .... ~ ....... ·~········~········4········ ......... ~ ....... . · . : : .... ~ ........ ( ...... + ........ ! .................. ~ ...... .. · . · . · . .... ~ ........ t········ ~ ........ t········ ......... ~. · . . . · . . . · . . . · . . . .. .. ; ........ ·l ........ ·l· ........ ~ .. · ........ ·· .. ·1 .. ·· .... 1· ...... ·· · . . . ·· .. :··· .. ···1··· .. · .. 1 .... · .. ·:· .............. : ........ ! ........ . . ............. -:-........ ; ...... -:-................. ~ ........ ~. " ..... . . ., : :' : ........ i·.··.···~········· ......... ~ ........ ~ ........ . . .. ~ ~. ....... · .... ·t .. · ...... ~ ........ t ............ · .... f ...... ··:· ...... .. .. ··~····· .. ··~····· .... l .... ··· .. ~········· ......... ~ ........ ~ ........ . · . . · . . · . . : : . RUH7GJ.5.GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53554 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I I -2.0 0 20 40 60 ,. ! 80 C lot 100 OJ ~ .. it 120 Q 140 160 180 200 -1.0 0.0 1.0 2.0 . . . : ........ ; ........ l········~·········t·······t········ ::.r:::::.1:::::.,::·::::1::::.:'::::::::::::::::.:':::::.:: ····~········t········l····· ··t········;·········(·······(······· . . . .o •• ~ •••••••• -:-0 .....• 0:' .••.•.. ....... ":" ........ ~ ...... , .~ ........ , ····;········1""·······(·····t·· ·····l·········~········t"······ ····;········t········j· .... · .. t .... · ·1· ...... ··~ ........ 1· .. · .... · ····;· .. · .. ···1····· .. ··~······· .. ~········· ......... ~ ....... + ....... . · . · . · . · . RUN"lG.15.GRF' Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 943 1622 DRAWING NO. 53555 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I I 8.0 0 20 40 60 ,. I 80 ... .100 .., I! ~ D. .120 'II Q .140 .160 .180 200 Shear(Pounds) (.1000's) 10.0 12.0 14.0 16.0 · .. ··· .. ·1····· .. ··;·· .... y ...... · .... · .. ·r .. · .... 'j"· ...... · . · . . .. , .~ ........ to ................ ~ .... '" .~ ........ . · .. · .. ·l .... · .... ! .. · .... ·{···· ............. ~ ........ ~ ........ . · .' . . . . ... ?o ...... ,;' ....... '!'" ...... ;.. ...... . ....... ':' ....... : ........ . o • • • · . . . · . . . · . . . · . . : .. t··· .. ···t········l········~········ ·········f .. ··· .. ·f········ ... ~ ......... ~ ........ ~ ........ t········ ......... ~ ....... '1'·0 ..... . : :. -_J::::::::1::-::::1::::-::;:::::::-:::::::1:::::::;:::::::: ., . ., . ., . .' . RUH7Gl.S • GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 943 1622 DRAWING NO. 53556 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I I -3.0 0 20 40 60 ,.. III 80 GJ '5 c ... 100 .... I:. .... 120 C GJ Q 140 .160 180 200 HGI'teflt <Inch-Pounds) (100000'.) -2.0 -1.0 0.0 J..o ........ ~ ....... . ····~········7········:········+······· ......... : ....... . : .: : · . · .' •••. ; ••••••••. ; •••.••.•. j •.••••••• ;... •••••• .. ••• .., ••••.•.• : :: : · : : · . · .. .. . . ... : ........ : ........ : ........ : ................. : ...... . . ~ ~ · . .. . . ... ~ ........ + ........ ; ....... I+ ................. ~ .... I. I • •• • · . . . · . . . .' . · . .. . .... : ........ : ......... : ........ ~ ................. ? ...... . : : : ., . .... : ........ -:-........ : ........ -:-.. ...... . ...... ": ....... . · : . .... ~ ......... ~ ......... ! ......... ~ .................. ~ ....... . · .. . .' . ~ ~ . RUN?E5.GRF Cnti-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 5 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53557 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I 0.0 0 20 40 60 .... = 80 .l! g ... .100 v .l! .. 11 .120 GI Q .140 .160 .180 200 Shear(Pounds) (.1000·s) 2.0 4.0 6.0 8.0 ., .......... ? ....... ~ ........ . · .. ·~ ........ ·1· .. · .... ·: ....... ( ................ ~ ........ ~ ........ . · . . . ...... : ......... + ........ ·········:········i········· .... L ...... '!' ........ i ......... l ................. ·~ ........ l· ...... · .... ; .. · .... ; .. · .... ·; ........ 1· .. · .... · .. · .. · .. ·~ .... · .. ·1 ........ · . '''f ....... 1' ........ ! .. , ...... r .. · .. ··· ........ ·f······ .. 1"···· .. · ·· .. f .. ·····1'· .. · .. ··1· .. ·· .. ·+··· .. ··· ··· .. ·· .. t· .. ·· .. ·i .. · .. · .. · ·· .. f .. ·· .. ·+ .. · .... ·l .. · .... ·t .......... · .. ·· .. f ........ ~ ........ · · ., · ., · . . .. · .. ··· .. + .. ·· .... 1· .. · .. ··+ .. · .. ··· ........ ~ ........ ~ ........ . RUH7E5.GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 5 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53558 DATE 10124194 DRAWN BY EA Golder Associates )1 I I I I I I I I I I I I I I I I I I 0.00 0 20 40 60 ,.. I 80 ... .., 1.00 I! .. J 1.20 1.40 1.60 1.80 200 De~lectlon CInches) 0.1.0 0.20 0.30 0.40 .... ? ........ -:-........ : ........ -:-........ : ........ ,? ...... . · : :' : ····;·· .. · .. ··j· .. ·· .... , .. ······-1-· .... · .. , .. ···· .. ·l .. ·· .. '1' ........ · .. . . .... ! ........ .!. •••••••• : •••••••• .:. •••••••• :....... • •••••••• : •••••• I.' · . . . . . . · .,. . : ~ ~ ~ ~ ····;·········j·········i········-1-········· ········r········~········· .' · . . . . . . I ••• : •••••••• -:-•••••••• : •••••••• ~ I ••••• : ••••••••• : •••••••• ~ ••••••••• · " .,. · .. '" : .: ..: : .: ..:' ····~········r········:· ·····r········j·········r········r········ · . . . . . . •••• : •••••••• -:-••••••• :. II ••••• -:-•••••••• : ••••••••• : •••••••• ~ ••••••••• :: :::: : : . ~ ; . ~ ··r· .. · .. ··;·· ...... t·· .... ··j· .. ···· .. i· .. · .. ·T .. · .. ··· ··· .. ····1 .... · .. ··1···· .. · .. 1 .... · .. ··i·· .... ···? .. ·· .. ··!···· .. · .. . . . RUN7E1.0.GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 10 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 943 1622 DRAWING NO. 53559 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I , I I I I -1.0 0 20 40 60 .... = 80 g ... 100 ..., I! ~ ~ 120 Q 140 160 180 200 HOl'\ent (I nch-Pounds) (100000Ql s) -0.5 0.0 0.5 1.0 ... a: ........ -:-........ : ....... .;. ........ : ......... ;. ........ ~ ........ . . . . . . . ····1·········1·········1····· ···~·······-+········1·······+······· ; ~ ~ . .... ; ........ + ........ ~ ........ :. ........ ~ ......... ; ........ ~ ........ . : :: . . . . ····~········t········l········+· ·····l········r········r········ ····f········t········;········.;.···· ··l········~········r········ • • • • • I .. ····~········r········r·······r······ :·········l········1········· ... .i ........ .l. ........ i ......... ; ................. j ........ t ....... . :: ~: RUN7E10. OAF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 10 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53560 DATE 10/24194 DRAWN BY EA Golder Associates ;1 1 I I I I I I I I I I I I I I I I I I 2.0 0 20 40 60 .... = BO fj C ... 100 \01 .r: ... a. 120 G/ Q 140 J.60 J.BO 200 Shear( Pounds) (100Q#.) 4.0 6.0 8.0 10.0 .... ; ••••••••. ; ••••••••. j ••••••••• ; •.•••••• j ..•..••.. ; •••..••. ( ..•...••. · .. ... · " .. · . . . .. . " · . . . . . . ............. _ ............... _ .................................... . · " " · .. .. · . . . · .. ... "1 ........ i ........ : ......... : ......... : ........ "1 ........ : ....... .. · .. ·f· .. ··· r···· .. ··!· .. ·····[ .. ······l···· .. ··'!·· .. · .. ·1'·· .... .. ····r······ ·1·········~········i·········;·········~········!···· .... . · " . . . . . . .... ~ ....... T' ....... : ..... "': ........ : ....... ,of ........ ~ ........ . ... 'f ..... ·1"· .. · .. T· .... ··t····· .. ·r .. · .. ···; .... ·· .. t· .... · ·· .. r .... ·····j"· .. ····j .. ····· .. j·· .. · .. ··i···· .. · .. r· .... ··+· .. ·· .. . .. . .. . .. . .. . RUH"lEJ.O.GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 10 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 943 1622 DRAWING NO. 53561 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I I I I I I 0.00 0 20 40 60 ,., m 80 s:. U C ... ... 100 s:. ... 11 120 GI Q 140 160 180 200 Def'lect ion (J nches) 0.20 0.40 0.60 0.80 . . . . . . · . . . . . ··T·······!·······r·····T······r·······;········ ····r·········l·········i·········l·········i·········r···· ... 1' ....... . .... i········f········l········f········j········ ; ········f········· · . ···+········I·········I·········j·········;· ·······1········j""······· ., . .... :-....... T········!"·······:· ....... ·······f ........ : ........ . · . · . · . .. .. ···r·······r········;··· ... ! ........ ·········~········r········ .... f .. ······-:-···· ... !" ....... y ................ ·f ........ ; ...... · .. · . .... 1 .. · .. · -:-........ ~ ...... ··t ...... ·· ......... : ........ ; ........ . · . · . · . ·· .. ;·· .. ·····:·· .. ·····i····· .... j·· .. · .. ·· ··· ...... r·· .. ····i· .. ······ RUN7E15. GRF Cntl-P to P~int Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 DRAWING NO. 53562 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I, I I I I I -.1.5 0 20 40 60 ,.. j 80 ... .100 OJ J: .., 11 .120 8 .140 .160 .180 200 "OI'\ent <Inch-Pounds) (.1000000' s) -.1.0 -0.5 0.0 0.5 · . · . •••• ~ •••••••• .:. •••••••• : •••••••• .!. ••••••••••••• , •• : •••••••• : ••••••••• · . ., .' · ., . · ." . · ., . .' . :: : .. ··r .. ·· .. · .. j ...... · .. j ........ ·l ........ · .. · .. · .. r .... ·· .. r ........ : :: :: : : :: : • ••• ~ ••••••• _-:-•••••••• : •••••••• ':-........ ••••• ..~ ••••••• '4!, •••••••• : : ~ ~ :: . . .... i ........ .:. ........ : ........ .:. ................. ~ ....... : ......... . : l.; 1 1 1 · . ., . ... ': ....... '-:-........ : ........ -:-................ ,: ....... ~ ........ . · . ., . : : :' . · . . · . . . · . .' . •••• ~ •••••••• .:. •••••• loi ••• ·····.:.········ ••••••••• ~ •••••••• · . ., . · ., . .... i ...... · .. :· .... ·· .. i .... · .... :· .. · .... · ......... ) ...... .. • • • 10 • · . .. . · . .. . · . .: : RUH?E.15 • OAF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO. 9431622 ORAWING NO. 53563 DATE 10124194 DRAWN BY EA Golder Associates I I I I I' I I I I I I I I I I II' i ,I I I 0.5 0 20 40 60 .... i 80 C ... .100 v I! ... i .120 Q .140 .160 .180 200 Shear(Pounds) (.10000·s) .1.0 .1.5 2.0 2.5 · . · . . . . . . .... : ...... "":"'" ..... : ........ ":" ........ : ......... : ........ ~ ........ . · . . . . . . · ., ., · ., ., · ., . · ., . · ., . ... : ........ : ......... j ......... : ......... j ......... ; ........ ( ....... .. · . . . . . : : :: : : : ~ ~ . ~ ·· .. ····:·· .. ·· .. l ...... ··T··· .. ···j'··· .. · .. i· .... · .. :·· .... · .. . . . . . . · . . . . . •••••••• .:. •••• I ••• : •••••••• y ........ ; ......... ; ........ : ....... I. I : • • ~ : · . . . . . . ... ~ ........ -:-........ ~ ........ ~ ........ : ......... : .......• ! ........ . · ... . · ... . : ::': : . . : : . : ••• :OIl •••••• .:. •••••••• : •••••••• ..:. •••••••• i ......... :. ........ : .... ", I. I ••••• · .... . · .... . · . . · . . · . . · . . .... ; ......... ! ......... j ......... ! ......... j ......... ; ........ ( ........ . · . . . . . . ~ ; ; . : ~ . · . . · . . · . . RUH"lE1.5 • GRF Cntl-P to Print Screen FIXED HEAD SINGLE PILE WITH SOIL SUBGRADE MODULUS REDUCED TO ACCOUNT FOR PILE GROUP AT 15 KIP LATERAL LOAD POLKlKMARKlWA PROJECT NO, 9431622 DRAWING NO. 53564 DATE 10124194 DRAWN BY EA Golder Associates I I I I I I I I I I I I I' I I I ******************************************************* * PROGRAM LPILE 4.0 * * (C) COPYRIGHT ENSOFT, INC., 1993 * * ALL RIGHTS RESERVED * * * * * * * * * * * * * Prepared for Golder Associates 4104 1048 Ave. NE. Redmond, WA 98052 License No. 674-092393 Program to be used only by Licensee Duplication permitted only for backup copy * * * * * * * * * * * * ******************************************************* PROGRAM LPILE Version 4.0 (C) COPYRIGHT 1986, 1987, 1989, 1993 ENSOFT, INC. ALL RIGHTS RESERVED RENTON K-MART LATERIAL PILE ANALYSIS -LIQUIFIED CONDITION UNITS--ENGLISH UNITS I N PUT I N FOR MAT ION ********************************* THE LOADING IS CYCLIC NO. OF CYCLES = .300+02 PILE GEOMETRY AND PROPERTIES PILE LENGTH = 360.00 IN 2 POINTS X DIAMETER MOMENT OF AREA INERTIA IN IN IN**4 IN**2 .00 16.000 .3220+04 .2010+03 360.00 16.000 .3220+04 .2010+03 SOILS INFORMATION X AT THE GROUND SURFACE = .00 IN SLOPE AT THE GROUND SURFACE = .00 DEG. 5 LAYER(S) OF SOIL MODULUS OF ELASTICITY LBS/IN**2 .4000+07 .4000+07 I I I' I I I I I, I' I I I I I I I I LAYER 1 THE SOIL IS A SAND -P-Y CRITERIA BY X AT THE TOP OF THE LAYER = REESE ET AL, 1974 .00 IN X AT THE BOTTOM OF THE LAYER = MODULUS OF SUBGRADE REACTION = 36.00 IN .2500+02 LBS/IN.*3 LAYER 2 THE SOIL IS A SOFT CLAY X AT THE TOP OF THE LAYER = 36.00 IN = 84.00 IN X AT THE BOTTOM OF THE LAYER MODULUS OF SUBGRADE REACTION = .0000+00 LBS/IN·*3 LAYER 3 THE SOIL IS A SOFT CLAY X AT THE TOP OF THE LAYER = 84.00 IN = 120.00 IN X AT THE BOTTOM OF THE LAYER MODULUS OF SUBGRADE REACTION = .0000+00 LBS/IN.*3 LAYER 4 THE SOIL IS A SOFT CLAY X AT THE TOP OF THE LAYER = 120.00 IN = 180.00 IN X AT THE BOTTOM OF THE LAYER MODULUS OF SUBGRADE REACTION = .0000+00 LBS/IN**3 LAYER 5 THE SOIL IS A SAND -P-Y CRITERIA BY X AT THE TOP OF THE LAYER = X AT THE BOTTOM OF THE LAYER = MODULUS OF SUBGRADE REACTION = REESE ET AL, 1974 180.00 IN 360.00 IN .1250+03 LBS/IN.*3 DISTRIBUTION OF EFFECTIVE UNIT WEIGHT WITH OEPTH 10 POINTS X,IN .00 36.00 36.00 84.00 84.00 120.00 120.00 180.00 180.00 360.00 WEIGHT,LBS/IN**3 .670-01 .670-01 .640-01 .640-01 .310-01 .310-01 .310-01 .310-01 .390-01 .390-01 OISTRIBUTION OF STRENGTH PARAMETERS WITH OEPTH X,IN .00 36.00 36.00 84.00 84.00 120.00 120.00 180.00 180.00 360.00 10 POINTS C,LBS/IN**2 .0000+00 .0000+00 .1390+01 .1390+01 .3500-01 .3500-01 .3500-01 .3500-01 .0000+00 .0000+00 PHI,OEGREES .3000+02 .3000+02 .000 .000 .000 .000 .000 .000 .3800+02 .3800+02 E50 .2000-01 .2000-01 .2000-01 .2000-01 .2000-01 .2000-01 I I I' I I I I I :1 I I I I I I I' I, II I BOUNDARY AND LOADING CONDITIONS LOADING NUMBER 1 BOUNDARY CONDITION CODE LATERAL LOAD AT THE PILE HEAD SLOPE AT THE PILE HEAD AXIAL LOAD AT THE PILE HEAD FINITE-DIFFERENCE PARAMETERS = = .. - 2 .1000+05 LBS .0000+00 IN/IN .0000+00 LBS NUMBER OF PILE INCREMENTS = DEFLECTION TOLERANCE ON DETERMINATION OF CLOSURE = MAXIMUM NUMBER OF ITERATIONS ALLOWED FOR PILE ANALYSIS = MAXIMUM ALLOWABLE DEFLECTION = OUTPUT CODES KOUTPT = 1 KPYOP = 0 INC = 1 OUT PUT I N FOR MAT ION ********************************* LOADING NUMBER 1 BOUNDARY CONDITION COOE LATERAL LOAD AT THE PILE HEAD SLOPE AT THE PILE HEAD AXIAL LOAD AT THE PILE HEAD X OEFLECTION MOMENT SHEAR IN IN LBS-IN LBS ***** ********** ********** ********** .00 .3620+00 -.6710+06 .1000+05 1.80 .3620+00 -.6530+06 .1000+05 3.60 .3620+00 -.6350+06 .9990+04 5.40 .3610+00 -.6170+06 .9970+04 7.20 .3610+00 -.5990+06 .9940+04 9.00 .3600+00 -.5820+06 .9890+04 10.80 .3590+00 -.5640+06 .9830+04 12.60 .3580+00 -.5460+06 .9750+04 14.40 .3570+00 -.5290+06 .9660+04 16.20 .3560+00 -.5110+06 .9540+04 18.00 .3540+00 -.4940+06 .9400+04 19.80 .3530+00 -.4780+06 .9240+04 21.60 .3510+00 -.4610+06 .9050+04 23.40 .3490+00 -.4450+06 .8840+04 25.20 .3470+00 -.4290+06 .8600+04 27.00 .3450+00 -.4140+06 .8330+04 28.80 .3430+00 -.3990+06 .8050+04 30.60 .3410+00 -.3850+06 .7730+04 = = = = 2 .1000+05 LBS .0000+00 IN/IN .0000+00 LBS SOIL TOTAL REACTION STRESS LBS/IN LBS/IN**2 ********** ********** .0000+00 .1670+04 -.3530+01 .1620+04 -.8090+01 .1580+04 -.1380+02 .1540+04 -.2070+02 .1490+04 -.2860+02 .1450+04 -.3750+02 .1400+04 -.4770+02 .1360+04 -.5900+02 .1310+04 -.7150+02 .1270+04 -.8380+02 .1230+04 -.9690+02 .1190+04 -.1110+03 .1150+04 -.1260+03 .1110+04 -.1400+03 .1070+04 -.1540+03 .1030+04 -.1670+03 .9930+03 -.1820+03. .9580+03 200 .1000-04 IN 100 .160+03 IN FLEXURAL RIGIDITY LBS-IN**2 ********** .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 .1290+11 I I 32.40 .3390+00 -.3710+06 • 739D+04 -.196D+03 .924D+03 • 129D+11 34.20 • 336D+00 -.358D+06 .703D+04 -.211D+03 .891D+03 • 129D+11 I 36.00 • 334D+00 -.346D+06 .679D+04 -.510D+02 .861D+03 • 129D+11 37.80 • 331D+00 -.334D+06 • 670D+04 -.520D+02 .831D+03 • 129D+11 39.60 • 329D+00 -.322D+06 .660D+04 -.530D+02 .801D+03 • 129D+ll 41.40 • 326D+00 -.310D+06 • 651D+04 -.540D+02 .771D+03 • 129D+11 43.20 • 323D+00 -.299D+06 • 641D+04 -.550D+02 • 743D+03 • 129D+11 I 45.00 • 320D+00 -.287D+06 .631D+04 -.560D+02 • 714D+03 • 129D+ll 46.80 • 317D+00 -.276D+06 .621D+04 -.570D+02 • 686D+03 • 129D+11 48.60 • 314D+00 -.265D+06 • 610D+04 -.579D+02 .659D+03 • 129D+11 I 50.40 • 311D+00 -.2540+06 .600D+04 -.588D+02 • 631D+03 • 129D+11 52.20 .308D+00 -.243D+06 • 589D+04 -.598D+02 .605D+03 • 129D+11 54.00 .305D+00 -.233D+06 .578D+04 -.607D+02 • 579D+03 • 129D+11 55.80 .302D+00 -.2220+06 .567D+04 -.616D+02 • 553D+03 • 129D+ll 57.60 • 298D+00 -.212D+06 .556D+04 -.625D+02 • 528D+03 • 129D+ll I 59.40 • 295D+00 -.202D+06 • 545D+04 -.633D+02 .503D+03 • 129D+ll 61.20 .292D+00 -.193D+06 .533D+04 -.642D+02 .4790+03 • 129D+11 63.00 • 288D+00 -.183D+06 .522D+04 -.650D+02 .455D+03 • 129D+11 64.80 .285D+00 -.1740+06 .510D+04 -.659D+02 .432D+03 • 129D+11 I 66.60 • 281D+00 -.165D+06 .498D+04 -.667D+02 • 410D+03 • 129D+11 68.40 • 277D+00 -.156D+06 .486D+04 -.675D+02 .388D+03 • 129D+11 70.20 .274D+00 -.1470+06 .474D+04 -.683D+02 .366D+03 • 129D+ll 72.00 • 270D+00 -.139D+06 .461D+04 -.690D+02 .3450+03 • 129D+ll I 73.80 .266D+00 -.131D+06 .449D+04 -.693D+02 .3250+03 • 129D+11 75.60 .263D+00 -.1230+06 .437D+04 -.690D+02 .3050+03 • 129D+11 77.40 • 259D+00 -.115D+06 .424D+04 -.687D+02 .286D+03 • 129D+11 79.20 .255D+00 -.107D+06 .412D+04 -.683D+02 .267D+03 • 129D+11 I' 81.00 .251D+00 -.100D+06 .400D+04 -.680D+02 .249D+03 • 129D+11 82.80 • 247D+00 -.931D+05 .387D+04 -.676D+02 .2310+03 • 129D+ll 84.60 .243D+00 -.862D+05 .381D+04 -.170D+01 .2140+03 • 129D+ll 86.40 • 240D+00 -.793D+05 .381D+04 -.169D+01 • 197D+03 • 129D+11 I 88.20 .236D+00 -.725D+05 .381D+04 -.168D+01 • 180D+03 • 129D+11 90.00 .232D+00 -.656D+05 .380D+04 -.167D+01 • 163D+03 • 129D+11 91.80 • 228D+00 -.588D+05 • 380D+04 -.166D+01 .1460+03 .129D+11 93.60 • 224D+00 -.520D+05 • 380D+04 -.165D+01 .129D+03 • 129D+11 I 95.40 • 220D+00 -.451D+05 .379D+04 -.164D+01 • 112D+03 .129D+11 97.20 .216D+00 -.383D+05 .379D+04 -.163D+01 .953D+02 • 129D+11 99.00 .212D+00 -.315D+05 .379D+04 -.162D+01 .7830+02 • 129D+11 100.80 .208D+00 -.247D+05 .3780+04 -.161D+01 .614D+02 .129D+11 I 102.60 .204D+00 -.179D+05 .378D+04 -.160D+01 .4440+02 • 129D+11 104.40 .200D+00 -.111D+05 .378D+04 -.159D+01 .275D+02 .129D+11 106.20 • 196D+00 -.427D+04 .378D+04 -.158D+01 .1060+02 • 129D+11 108.00 .192D+00 .252D+04 .3770+04 -.156D+01 • 628D+01 .129D+11 'I 109.80 • 188D+00 • 931D+04 • 377D+04 -.155D+01 .2320+02 • 129D+1l 111. 60 • 184D+00 .161D+05 .3770+04 -.154D+01 .400D+02 • 129D+1l 113.40 • 179D+00 .229D+05 • 376D+04 -.153D+01 .5690+02 • 129D+11 115.20 .175D+00 .296D+05 .376D+04 -.152D+01 .7370+02 .129D+1l I 117.00 .171D+00 .364D+05 .376D+04 -.151D+01 .906D+02 • 129D+11 118.80 • 167D+00 .432D+05 .376D+04 -.150D+01 .1070+03 • 129D+11 120.60 .163D+00 .499D+05 .375D+04 -.148D+01 .124D+03 .129D+11 122.40 .159D+00 • 567D+05 • 375D+04 -.147D+01 .1410+03 • 129D+11 'I, 124.20 .156D+00 • 634D+05 .375D+04 -.146D+01 .158D+03 • 129D+11 126.00 • 152D+00 .702D+05 .375D+04 -.145D+01 • 175D+03 .129D+ll 127.80 .148D+00 • 769D+05 • 374D+04 -.143D+01 .1910+03 • 129D+11 129.60 • 144D+00 .837D+05 .374D+04 -.142D+01 .2080+03 • 129D+11 I 131.40 • 140D+00 .904D+05 .374D+04 -.141D+01 .225D+03 .129D+1l 133.20 .136D+00 .971D+05 • 374D+04 -.140D+01 .242D+03 .129D+11 135.00 • 132D+00 .104D+06 • 373D+04 -.138D+01 .2580+03 .129D+11 136.80 • 128D+00 .1l1D+06 .373D+04 -.137D+01 .275D+03 .129D+11 I 138.60 .124D+00 • 117D+06 • 373D+04 -.136D+01 .292D+03 • 129D+ll 140.40 .121D+00 .124D+06 .373D+04 -.134D+01 .308D+03 .129D+ll 142.20 • 117D+00 .131D+06 • 372D+04 -.1330+01 .3250+03 .129D+ll 144.00 .1l3D+00 .137D+06 .372D+04 -.131D+01 • 342D+03 .129D+11 I 145.80 .1l0D+00 • 144D+06 • 372D+04 -.130D+01 .358D+03 .129D+ll I, I I 147.60 .1060+00 .1510+06 .3720+04 -.1280+01 .3750+03 .1290+11 149.40 .1020+00 .1570+06 .3710+04 -.1270+01 .3920+03 .1290+11 151.20 .9880-01 .1640+06 .3710+04 -.1260+01 .4080+03 .1290+11 I 153.00 .9530-01 .1710+06 .3710+04 -.1240+01 .4250+03 .1290+11 154.80 .9190-01 .1770+06 .3710+04 -.1220+01 .4410+03 .1290+11 156.60 .8840-01 .1840+06 .3710+04 -.1210+01 .4580+03 .1290+11 158.40 .8510-01 .1910+06 .3700+04 -.1190+01 .4750+03 .1290+11 I 160.20 .8170-01 .1980+06 .3700+04 -.1180+01 .4910+03 .1290+11 162.00 .7850-01 .2040+06 .3700+04 -.1160+01 .5080+03 .1290+11 163.80 .7520-01 .2110+06 .3700+04 -.1150+01 .5240+03 .1290+11 165.60 .7210-01 .2170+06 .3690+04 -.1130+01 .5410+03 .1290+11 I 167.40 .6900-01 .2240+06 .3690+04 -.1110+01 .5570+03 .1290+11 169.20 .6590-01 .2310+06 .3690+04 -.1100+01 .5740+03 .1290+11 171.00 .6290-01 .2370+06 .3690+04 -.1080+01 .5900+03 .1290+11 172.80 .5990-01 .2440+06 .3690+04 -.1060+01 .6070+03 .1290+11 I 174.60 .5710-01 .2510+06 .3680+04 -.1050+01 .6230+03 .1290+11 176.40 .5420-01 .2570+06 .3680+04 -.1030+01 .6400+03 .1290+11 178.20 .5150-01 .2640+06 .3680+04 -.1010+01 .6560+03 .1290+11 180.00 .4880-01 .2710+06 .3460+04 -.2480+03 .6730+03 .1290+11 I 181.80 .4620-01 .2760+06 .3020+04 -.2420+03 .6870+03 .1290+11 183.60 .4360-01 .2810+06 .2590+04 -.2350+03 .7000+03 .1290+11 185.40 .4110-01 .2860+06 .2170+04 -.2260+03 .7100+03 .1290+11 187.20 .3870-01 .2890+06 .1770+04 -.2160+03 .7190+03 .1290+11 I 189.00 .3640-01 ~2920+06 .1390+04 -.2040+03 .7260+03 .1290+11 190.80 .3410-01 .2940+06 .1040+04 -.1910+03 .7320+03 .1290+11 192.60 .3200-01 .2960+06 .7090+03 -.1760+03 .7360+03 .1290+11 194.40 .2980-01 .2970+06 .3950+03 -.1730+03 .7380+03 .1290+11 II' 196.20 .2780-01 .2970+06 .8180+02 -.1760+03 .7390+03 .1290+11 198.00 .2580-01 .2970+06 -.2370+03 -.1790+03 .7390+03 .1290+11 199.80 .2400-01 .2960+06 -.5620+03 -.1820+03 .7370+03 .1290+11 201.60 .2210-01 .2950+06 -.8910+03 -.1840+03 .7340+03 .1290+11 'I 203.40 .2040-01 .2930+06 -.1220+04 -.1860+03 .7290+03 .1290+11 205.20 .1870-01 .2910+06 -.1550+04 -.1780+03 .7230+03 .1290+11 207.00 .1710-01 .2880+06 -.1860+04 -.1660+03 .7150+03 .1290+11 208.80 .1560-01 .2840+06 -.2150+04 -.1550+03 .7060+03 .1290+11 "I 210.60 .1420-01 .2800+06 -.2420+04 -.1440+03 .6960+03 .1290+11 212.40 .1280-01 .2750+06 -.2670+04 -.1330+03 .6840+03 .1290+11 214.20 .1150-01 .2700+06 -.2900+04 -.1220+03 .6720+03 .1290+11 216.00 .1020-01 .2650+06 -.3110+04 -.1110+03 .6590+03 .1290+11 I 217.80 .9070-02 .2590+06 -.3300+04 -.1000+03 .6440+03 .1290+11 219.60 .7960-02 .2530+06 -.3470+04 -.8980+02 .6290+03 .1290+11 221.40 .6910-02 .2470+06 -.3620+04 -.7960+02 .6130+03 .1290+11 223.20 .5930-02 .2400+06 -.3760+04 -.6960+02 .5970+03 .1290+11 I 225.00 .5010-02 .2330+06 -.3870+04 -.5990+02 .5790+03 .1290+11 226.80 .4140-02 .2260+06 -.3970+04 -.5050+02 .5620+03 .1290+11 228.60 .3340-02 .2190+06 -.4050+04 -.4140+02 .5440+03 .1290+11 230.40 .2590-02 .2110+06 -.4120+04 -.3270+02 .5260+03 .1290+11 I 232.20 .1890-02 .2040+06 -.4170+04 -.2430+02 .5070+03 .1290+11 234.00 .1240-02 .1960+06 -.4210+04 -.1620+02 .4880+03 .1290+11 235.80 .6410-03 .1890+06 -.4230+04 -.8530+01 .4690+03 .1290+11 237.60 .9000-04 .1810+06 -.4240+04 -.1220+01 .4500+03 .1290+11 I, 239.40 -.4150-03 .1730+06 -.4240+04 .5710+01 .4310+03 .1290+11 241.20 -.8760-03 .1660+06 -.4220+04 .1230+02 .4120+03 .1290+11 243.00 -.1300-02 .1580+06 -.4190+04 .1840+02 .3940+03 .1290+11 244.80 -.1680-02 .1510+06 -.4150+04 .2420+02 .3750+03 .1290+11 I 246.60 -.2020-02 .1430+06 -.4110+04 .2960+02 .3560+03 .1290+11 248.40 -.2320-02 .1360+06 -.4050+04 .3460+02 .3380+03 .1290+11 250.20 -.2590-02 .1290+06 -.3980+04 .3920+02 .3200+03 .1290+11 252.00 -.2830-02 .1220+06 -.3910+04 .4350+02 .3030+03 .1290+11 I 253.80 -.3040-02 .1150+06 -.3830+04 .4730+02 .2850+03 .1290+11 255.60 -.3220-02 .1080+06 -.3740+04 .5090+02 .2680+03 .1290+11 257.40 -.3370-02 .1010+06 -.3640+04 .5400+02 .2520+03 .1290+11 259.20 -.3500-02 .9480+05 -.3540+04 .5680+02 .2360+03 .1290+11 I 261.00 -.3600-02 .8850+05 -.3440+04 .5930+02 .2200+03 .1290+11 I I I 262.80 -.3680-02 .8240+05 -.3330+04 .6150+02 .2050+03 .1290+11 264.60 -.3740-02 .7650+05 -.3220+04 .6330+02 .1900+03 .1290+11 266.40 -.3790-02 .7080+05 -.3100+04 .6490+02 .1760+03 .1290+11 I 268.20 -.3810-02 .6530+05 -.2980+04 .6610+02 .1620+03 .1290+11 270.00 -.3810-02 .6010+05 -.2860+04 .6710+02 .1490+03 .1290+11 271.80 -.3810-02 .5500+05 -.2740+04 .6780+02 .1370+03 .1290+11 273.60 -.3780-02 .5020+05 -.2620+04 .6820+02 .1250+03 .1290+11 I 275.40 -.3750-02 .4560+05 -.2500+04 .6840+02 .1130+03 .1290+11 277.20 -.3700-02 .4120+05 -.2370+04 .6840+02 .1020+03 .1290+11 279.00 -.3640-02 .3700+05 -.2250+04 .6820+02 .9210+02 .1290+11 280.80 -.3580-02 .3310+05 -.2130+04 .6780+02 .8230+02 .1290+11 I 282.60 -.3500-02 .2940+05 -.2010+04 .6710+02 .7300+02 .1290+11 284.40 -.3420-02 .2590+05 -.1890+04 .6630+02 .6430+02 .1290+11 286.20 -.3330-02 .2260+05 -.1770+04 .6540+02 .5610+02 .1290+11 288.00 -.3240-02 .1950+05 -.1650+04 .6420+02 .4850+02 .1290+11 I 289.80 -.3140-02 .1660+05 -.1540+04 .6300+02 .4130+02 .1290+11 291. 60 -.3040-02 .1400+05 -.1430+04 .6160+02 .3470+02 .1290+11 293.40 -.2930-02 .1150+05 -.1320+04 .6010+02 .2860+02 .1290+11 295.20 -.2820-02 .9220+04 -.1210+04 .5850+02 .2290+02 .1290+11 I 297.00 -.2710-02 .7130+04 -.1110+04 .5670+02 .1770+02 .1290+11 298.80 -.2590-02 .5240+04 -.1010+04 .5490+02 .1300+02 .1290+11 300.60 -.2480-02 .3520+04 -.9080+03 .5310+02 .8740+01 .1290+11 302.40 -.2360-02 .1970+04 -.8140+03 .5110+02 .4890+01 .1290+11 I 304.20 -.2250-02 .5830+03 -.7240+03 .4910+02 .1450+01 .1290+11 306.00 -.2130-02 -.6410+03 -.6380+03 .4700+02 .1590+01 .1290+11 307.80 -.2010-02 -.1710+04 -.5550+03 .4490+02 .4260+01 .1290+11 309.60 -.1900-02 -.2640+04 -.4760+03 .4270+02 .6560+01 .1290+11 I 311.40 -.1780-02 -.3430+04 -.4010+03 .4050+02 .8520+01 .1290+11 313.20 -.1670-02 -.4080+04 -.3300+03 .3830+02 .1020+02 .1290+11 315.00 -.1550-02 -.4620+04 -.2630+03 .3600+02 .1150+02 .1290+11 316.80 -.1440-02 -.5030+04 -.2000+03 .3380+02 .1250+02 .1290+11 I 318.60 -.1330-02 -.5340+04 -.1420+03 .3150+02 .1330+02 .1290+11 320.40 -.1220-02 -.5540+04 -.8730+02 .2910+02 .1380+02 .1290+11 322.20 -.1110-02 -.5650+04 -.3690+02 .2680+02 .1410+02 .1290+11 324.00 -.1000-02 -.5670+04 .9160+01 .2440+02 .1410+02 .1290+11 I 325.80 -.8990-03 -.5620+04 .5100+02 .2210+02 .1400+02 .1290+11 327.60 -.7940-03 -.5490+04 .8860+02 .1970+02 .1370+02 .1290+11 329.40 -.6920-03 -.5300+04 .1220+03 .1730+02 .1320+02 .1290+11 331.20 -.5900-03 -.5050+04 .1510+03 .1490+02 .1260+02 .1290+11 'I 333.00 -.4900-03 -.4760+04 .1760+03 .1250+02 .1180+02 .1290+11 334.80 -.3910-03 -.4420+04 .1960+03 .1000+02 .1100+02 .1290+11 336.60 -.2930-03 -.4050+04 .2120+03 .7600+01 .1010+02 .1290+11 338.40 -.1970-03 -.3660+04 .2230+03 .5140+01 .9100+01 .1290+11 I 340.20 -.1010-03 -.3250+04 .2300+03 .2650+01 .8080+01 .1290+11 342.00 -.5640-05 -.2830+04 .2330+03 .1500+00 .7040+01 .1290+11 343.80 .8870-04 -.2410+04 .2310+03 -.2380+01 .5990+01 .1290+11 345.60 .1820-03 -.2000+04 .2240+03 -.4930+01 .4970+01 .1290+11 I 347.40 .2760-03 -.1600+04 .2130+03 -.7520+01 .3990+01 .1290+11 349.20 .3690-03 -.1230+04 .1970+03 -.1010+02 .3060+01 .1290+11 351.00 .4610-03 -.8940+03 .1760+03 -.1280+02 .2220+01 • 1290;H1 352.80 .5530-03 -.5980+03 .1510+03 -.1550+02 .1490+01 .1290+11 I 354.60 .6460-03 -.3510+03 .1210+03 -.1820+02 .8720+00 .1290+11 356.40 .7380-03 -.1630+03 .8550+02 -.2090+02 .4050+00 .1290+11 358.20 .8300-03 -.4310+02 .4530+02 -.2370+02 .1070+00 .1290+11 360.00 .9220-03 .0000+00 .0000+00 -.2660+02 .0000+00 .1290+11 I OUTPUT VERIFICATION I, THE MAXIMUM MOMENT IMBALANCE FOR ANY ELEMENT = .2760-05 IN-LBS THE MAX. LATERAL FORCE IMBALANCE FOR ANY ELEMENT = -.8490-06 LBS I I I I I I, I I I I I I I I I I I I I I I OUTPUT SUMMARY PILE-HEAD DEFLECTION = COMPUTED SLOPE AT PILE HEAD = MAXIMUM BENDING MOMENT = MAXIMUM SHEAR FORCE = NO. OF ITERATIONS = NO. OF ZERO DEFLECTION POINTS = .3620+00 IN .2160-15 -.6710+06 LBS-IN .1000+05 LBS 15 2 ~ I I~ ID ~ <:[ OL: 'DI , , .. , OL ill [Q UJ () to z UJ ~ SW SUNSET BOULEvARD RENTON S~OPPING CENTER S 3RD STREET RETAIL ~ S 3R~ PL.;::.~/~~~~::;::%-::;:-/ »-;;-/ /;=c /;::::;/~ /~/~;;/~~// //~/~ //// /~ // ~ l> -i / / / '/ / // . / / / // / / --i C () l\ ~ ///~~//~/ //~ SITE -///~/ /1 C ~>~/ 0~»~~/ McLENDON ~/~>% /~~l!ll ~ '0<, ~~/~/0/, I-iARDWARE /;~~/0~~// ~ ~ \'0 0;/ / /»~/.~ /0 STORE // / ////~ ~ ////// /// / // ///%% ~' '. / /. / / / / / / / / //~ / / / // / / / . / . // / //~J . // B 70 m -i l> r SCHOOL OFFICE E r --If E () 70 --If r J> '< m z c m - S. N NIIG~eO~~ooo OITAIL. MAP' ----':~::.:...;,:;:~.:.:....:.=...::..=:-=:..:==-::....:.=-....."Dt:VtLOPMENT PLANNING SCALE: 1".100'-0" C"Y ()F RUHON 1:: J AUG I 2 200~ Lie , [Q i E;;l , . q"EIVED l3J§II-________________________________________________________________________ .:.;,: ... :.::~v::.:.:.:::._.__I WILLIAM POLK ASSOCIATES ARCHITECTUREIPlANNINGIINTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 EMAIL WPA@WPOLK.COM REVISIONS NO DESCRIPTION DATE &ITE PLAN REVIEW 1Z18111104 lOB NUMBER DATE 03011.01 0S121/04 PROJECT DIRECTOR DESIGNED BY U.MP DRAlIN BY CHECKED BY &KH APPROVED SCALE 1" • 100'-0" PROJECT TITLE Mc::l..ENCON !=cA IN I E!=c AYENUE ~iOf;2E-4 SHEET TITLE NEIGI-I60!=cI-lOOO OEiAll.. MAP SHEET NUMRER If , I I I~ 'ID i~ ~ , () • J- <I) EXISTING SIGN -j <NEW CONTENT) , SIDEWALK, TF<AFFIC SIa.NAL5 AND 5TF<EET LIGI4TIIIk; EASEMENT PER REC. NO. 111012~22 \ )(/ \\ \ \ \ \ \ 4' LANDSCAPIIIk; EASEMENT PER !'<EC. NO. 141DS010%4 ~ , I \ \~\\\\ \ \ \ \\ \ \ \ \ \ \ , \ \;\ ~\ ~\ \ 4' LANDSCAPIIIk; EASEMENT PER !'<EC. NO. 140S11!10%4 j \ , \ 51DEWALK TF<AFFIC 51 5 AND ~ 5MET LlGl4TING E.A5£'1ENq' PER \ '---.... REC. NO. 1110120422 I2'W 5U.!NCo GATE \ \ \ ,\ \ ' FENCE 13' I ~ I GATE EXI5TlIIk; FIRE .--.. - I4YDRANT EXI5TING OUTDOOI'< c:.AF<DEN 5I4OF EXISTIIIk; SALES AREA M OCCUPANCY ADDITION -e.m SF. (OPEN LUMeEI'< STOF<AGEI -, D\.II'1P5TEI'< \LOCATI~ 1'--% \\ \ i, \ \ \ EXISTING . \ \. ,!\ '\ \\ @ \"EIGI4T \\\ ~ I I' . . E>~'-0" 12'-0" '\ \ \\ \\ \!i1 i \ '\ \ \\ \\ 34IW--~~ .t~----.------_I' -.i,-------~ , , F<OLL IIIk; ~EXISTING FIRE i-IYDRANT GATE F<OLLIIIk; GATE LANDSCAPING EASEMENT PER !'<EC. NO. 140&010%4 SIDEWALK, TF<AFFIC SIGNALS AND SMET LIGi-lTIIIk; EASEMENT PEl'< REC. NO. 111012~22 !;' EASEMENT FOP< UNDEF<GI'<OUND ELECTF<IC SYSTEM PEl'< !'<EC. NO. 11102W4el I EXIJTING FENfE ' I , r E'XISTlIIk; FIRE I i-lYDRANT 381W ROLLING GATE "'''I'''TI'~ FENCE ~--t!>' EASEMENT FOP< UNDE~ ELECTF<IC SYSTEM PEl'< !'<EC. NO. 11102W481 /--1 i;Il?EIJJ~J<, TF<AFFIC SIGNALS AND STF<EET LlGI4TING EASEMENT PEl'< REC. NO. 1110120422 EXISTING F i-IYDF<ANT eulLDINGI DATA, EXISTING 6UILDING AREA, NEW METAL 6UILDING ADDITION: TOTAL eulLDINGI AREA, REQUIREP PAF<:KING: 101,084 SF. 8,223 SF. 11;,301 SF. 11&,301 SF.! &0" = 231 STALLS PAF<:KING PISOVIDEQ; STANDARD: I1ANDICAP, TOTAL, LANDSCAPE PATA: INTEI'iNAL PAF<:KIN:::! AREA: 1:>21 STALLS 12 STALLS ;33 STALLS INTEI'iNAL LANDSCAPE REQUIRED &%: 1%,280 SF. ~,814 SF. 1,613 SF. 14,133 SF. INTEI'iNAL LANDSCAPE AREA: PERIMETER LANDSCAFE AREA: TOTAL LANDSCAPE AREA, N EB elTI F'L.,AN SCALE: I". ;e>' -0" DEVELOPMENT PLANNING C! IV r,F nENTON AUG 1 2 2004 RECEIVED WILLIAM POLK ASSOCIATES ARCHITECTUREIPLANNINGIiNTERIORS 1120 POST ALLEY, SEATTLE, WASHINGTON TELEPHONE 206.622.8443 FAX 206,622.6031 EMAIL WPA@WPOLK.COM REVISIONS NO DESCRIPTION SITE PLAN !'<EVIEW JOB NlntBER DATE 12'312'11.01 12'5!21/04 PROJECT DIRECTOR DESIGNED BY ll.MF DRAlIN BY &Ki-I APPROVED SCALE I" = ;0'-12''' PROJECT TITLE CBECKlID BY Mcl..ENOON ~AINIE~ AVENUE eiO~E-4 SHEET TITLE eliE ~I..AN SHEET NUMBER DATE TREE 4 SHRUB: Plant Selection LIst I-IEIGI-IT ---- 18" -31&" Vine Maple EXISTING SIGN ~'1 (NEW CONTENT) \ \ \ \ I / \ \ \ \ , \ \ \ \ \ \ \ EXISTINc> FII<E ---'\ H"YDR.t>NT / / / ! / / / , I / / 1~~~+1~~1t777/ / / r'-'I( \ " '\ \ \ , ' "\ \ \ \ \ \ \ \ \ ~~_\~"~~--'\\\r'\\~~\ ~ --\\\\\\\ \\\\\\\ \ \ \ \ \ \ Q; -' i '" , '\\ \\\ \\ .\~. \\ \ \ \ \ ~ \ ,. \ ~ \ -~-~-~_\\~-' ~y\ \\\\ \\~\ \\\ \ \ • ~I / / I 1/1 / / I I Ii I / 1-,ff76r / FENCE -f::t:I. ! I III 111;1 1/ /1,_ '/" / I ! .I , ! 'Q • \ \\\'~\~'~~\~\ \\'\T\-' ~ GATE \ \ \ \ \2:!~\ \ \ \ \ \ ------- 'P...."'---EXISTINc> FII<E \ HYDRANT GATE u I I ADDITION (OPEN LUMEER EXI5TINc> FII<E - EXISTING OUTDOOR GARDEN Sf.IOp EXISTING F HYDRANT L ~ EXISTINc> FII<E I H"YDR.t>NT -- N LI"\VELOPMENT PLANNING C[Yt CITY OF RENTON ! AUG 1 2 2004 RECEIVED ""'" KOBAYASHI inc. z o Q z ill -1 o r "'t B ill OL () t-- fj) ill =:J Z ill > <1: OL ill Z <j[ Q[ STATE 0, WASHINGTON REGISTERED LANDSCAPE ARCHITECT .... !I • ..,. KOICHI KO ASHI CERTIFtCATE NO. 260 lell Queen Anne N. '2i2li2l Seattle, 1lJA. <:l81i2lS F>l. 2010 2810 %44 Fax2i2l1O 2810 %410 E ·Ma ii, kkeurel<.a "hi! Ic~on.com "'"' EXISTING TREES. 5I-li'!U65 LA0J SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. EX. SANITARY SEII£R MH RIM = 27.05' IE = 18.5S' EXISTING 16" WA TERUNE ---~=---0---(- iDN>Rllll I I 7- UTILITY PLAN SCALE: 1" 50' EX. BUNO C(J<NEcnON I[ = 20.15' AVE -( ___ ---~~;;Q~i=-;s~s~-~-7-'_~~i~~A~AR~-:-~ill~A: ~ -. 7- SAI'IITARY CLEANOUT IE = t2J.O' "RIFY LOWION & [L[VAnON) [x. [w[ I CB RIM = 24.50' !E = 18.64' INSTAll. f1.lIR f AIIAt COlER PER 01Y (f II£lIR)(s ST!IIlIRlS EX. [WE I CB RIM .=: 24.25' IE :: 22.50' EX [WE I CB RIM = 2430' IE -19.60' INST/U fL lIR f AIIAt COlER PER 01Y CF JIOOtI(S STNtlIalS EX. TYPE I CH RIM = 25.10' EX rWE I CB RIM = 2510' MCLENDON'S HARDWARE L-__ EXJS1H; FIlE WE rEX, BUNO CONNECTION IE :: 20.45' I EX. SANITARY IliH (PUMPING srADON) RIM = 25.58' IE :: 1 \ \ BOTTOM 16~,-6' ____ ) \ \'--~) \~-- o----ss--7--ss--7--5S--7--SS--7-- ----WA ----WA --~ST;;'~8' ;~lI~IN~-WA-- EX. TW[ I C8 RIM'" 25.0' RDIO\E ElIS1ItG !ll'ot d< l£1ER 11_ VIiLT a INST/U r OJ. SPOa. a 9.fE\(, RDIO\E LD (II YIiLT. Illl/GRJ.IEL a PAVE CMR IT. 1000 / ../' Ex. TYPE I CB RIM = 12.50' IE (5) = 20.67' £ (II) = 'JfJ.TI ~ 50 0 =------ \ t>-=~:_ \ ./A/FEX CBI c:f;.S\ ~ f~ i i 25 50 100 THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PUR OSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555. --.---------. -------,-------"------_ .. ---------------------,------.. DEVELOPMENT PLANNING CITY OF RENTON AUG 1 2 2004 RECEIVED 41 -----co eNGINeeRING 250 ,HH AVE. S.. SUITE 200 EDIotONDS. WASHINGTON 98020 PHONE (425) 778-8500 fAX (425) 778-5536 DESIGN: RDJ DRAWN: DMT CHECK: GAG JOB NO: 04013.20 DATE: 02/24/04 w a::: « (f) ~ £:) a:::W Z «> <3:: :::I:« -I (f) a::: « 0.-. ~ ~ Z W 0 Z >--~ £:) « z I-z a::: 0 W I--I -.J to Z - U "¢ W I- :::i: "¢ a::: => SHEET: C1.1 \ !!!! ,.., .1. giY' ;;;;;;; I~ ~ ~ U CITY OWNED AND .. AINTAINED I I PRIVATELY OWNED AND .. AlNTAINED i WAXIMUM PIPE LENGTH FROM PROPERTY UNE TO DOCVA loIUST NOT EXCEED 50 FEET (%l @ I @.r 4 CONCRETE BOUARDS I· @ -=-1' 5 FT. WAX. I >-~ I 4: <=> Z w :::> z I 0 -'" .J >-I l- I-Z '" w w x ll-I w 0 III ~ 4: Il-W I ~ 0 I @@ @ 1. II 11 1-!lAIN UNE TEE (IIJ x FL) WITH CONCRm BLOCKING (WATER WAIN LOCATED IN USEI<IENT ON PRlVATE PROPERTY SHAlL NOT BE WORE THAll 50 rEET TO BUILDING) @ 2-BRANCH VALVE (rL x loIJ) WITH VAl.VE BOX AND COVER 3-CLASS 52 DUCTILE IRON PIPE (4 INCH loIINlloIUM) Al.L PIPE AND FlTllNGS SHAlL BE RESTRAINED WITH SHACKLE RODS AND CONCRm THRUST BLOCKS PER NrPA AND .llYN/A STANDARDS. 4-POST-INDICATOR VAl.VE (MJ) WITH TAMPER SWITCH 5-2-90' BENDS (rL x rL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6-18" LONG SPOOl (n. x PE) V ::l ... ~ co z § ::> II> I~ Ilil I~ ig I 7-FLANGE COU!'UNG ADAPTOR 8-APPROVED OOCVA ON !lAIN UNE IN HORIZONTAl. POSmON ONLY. (PER LATEST O£PT. or HEAl.TH APPROVED UST or IlACKn.OW PREVENTiON DEVICES) BOTTOII or DOCVA SHAl.L BE A MINIMUM OF 24 INCH ABOVE rLOOR LEVEL AND NOT HIGHER THAN 3 rEET loIAXlloIUM. INSTAl.l 3 COHCRETE PADS OR ADJUSTABLE PIPE SUPPORT COlUIiNS UNDER DOCVA 9-O.S a: Y VALVES TO BE RESIUENT SEATED WITH TAMPER SWITCHES. ADD WIRING IN ACCORDANcE WITH L a: I 10-METERED 3/. INCH BY-PASS DCVA -BY-PASS METER SHAlL BE A 3/. INCH "SENSUS-ECHo SR POSmYE DISPLACEMENT WETER EQUIPPED ~ A REloIOTE READ SENSOR PlATE MOUNTED ON THE OUTSIDE or THE BUILDING WAlL 11-SWING TYPE GRAVITY CHECK VAl.VE. FLANGE ~ BALl DRIP IN VAULT 12-."x ." x 6" BUU. ELBOW. THREADED 13-UL USTED ARE DEPT. CONNECTlON. UL USTED BREAK AWAY CAPS. LOCATE WITHIN 50 rEET loIAXlMUM or A PUBUC ARE HYDRANT. AfTER AELD INSTAJ..lATION. !lAIN DOCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTloIEHT or HEAl.TH CERTiAED BACKrLOW ASSEWBLY TESTER. TEST REPORT MUST BE SUBWITTED TO CITY or RENTON WATER UTILITY ENGINEERING DEPARTloIEHT PRIOR TO ACTIVAnoN or NEW UNE. INSTAl.L BRASS PLUGS AT Al.L TEST COCKS. SW 1/4, SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BUILDING WAL/ 1« 11''\ • ~ It: I I ~ '" z iX .. .. ... '" G: 0 ... PERIMETERS OF MINIMUloI CLEARANCES TO BE PAINTED ON FLOOR IN WHITE ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK l.ETTERS TO SAY: "00 NOT BLOCK ACCESS" t -- 24 INCH MINIMUW -vi 36 INCH MAXlloIU.::MCL="-~Il"",.!'...-...J!!; FINISH FLOOR LEVEL ELEVATION VIEW or DOCVA PETECTOR NOTES: DDCVA MUST BE INSTALLED I .. MEDIATELY ArTER PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. ROO.. IN WHICH DDCV A IS LOCATED SHAll: A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTE ... B. HAVE A HEATING SYSTEM (40' F MIN. TEloIP.) NO HEAT TAPE C. NOT BE USED FOR STORAGE AROUND THE DOCVA D. HAVE ClEARLY DEUNEATED ACCESS WAYS TO DOCVA AND PlVs. A RIGHT -OF -ENTRY AGREEwENT MUST BE GRANTED TO THE CITY OF RENTON FOR INSPECTION or THE DOCV A AND loIETER. SEPARATE fiRE SPRINKLER PLANS INCLUDING INSTAl.LATION or DDCVA MUST BE SUBMITTED TO RENTON fiRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL A SEPARATE FIRE SPRINKLER PERloIlST IS REQUIRED. ~1 ~D~EIT~CT~O~R~D~OU~B~~~CH~E~C~K~V~AL~~~A~SS~E~MB~L~Y--------------------------------- '\.V SCALE: NTS THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP CALL BEFORE YOU DIG 1-800-424-5555, ' - c: _ • C) ENGINEERING 250 4TH AVE. S., SUITE 200 ED .. ONDS. WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 , ... -' -' ~ « := ~ z ~ m 0 => m (I) r= => w 0.. (I) c:: -l-I-fr' 0 ~ ~ (f) c:: c:: w w w 0 a. a. C!; ""<t-o w ri I-""<t-« ~ '-0 N r--0 0 ~ fr' « :2 DESIGN: RDJ DRAWN: DMT CHECK: GAG JOB NO: 04013.20 DATE: 02/24/04 w a::: ....J 4: - 3: (f) <:( CI I-- a::: w W 4: > 0 ::r: 4: (f) a::: 4: a::: ~ 3: z w 0 0 z I---~ CI 4: Z U z a::: 0 w w .-I----..J <.0 Z U ~ w W '" ~ ~ a::: 0 " z "' SHEET: C1.2 ---- ~-------- ~-~----------------------------------------------------------------------------------------------------------------~ iU) , lL ill (}I' X , I- IQ) I:J r I III I~ ~ S~ !L ~ - i <f I i ® I EA6T EL.EYATION SCALE, 1"=20'-0" WEeT EL.EYATION SCALE: 1":20'-0" i I c PROf'06ED METAL BUlLDNC; ADDITICN (OF\!N Llt1eER aTORA<lEI , F"r"" D f I Ii i I II I I I I ! i III i ! : III " I I I ! j I I J ! II I I I I j I II I I ----/ --, / "-oPeN ../ ---/ ----OF\!N / ---/ X X / --, ./ ~', ./ '''-/ ---- / ----/ ---- SCALE: \"=20'-0" ~ I " / "" OPEN. /'" , / ,,( / " / " / " ~ ! r ! I EXI&TING NORTI-l EL.EYATION SCALE, \"=20'-0" '" / "" / " OF\!N / " OF\!N / ~-/' -',-/' X X / "-. ./ , ./ , / ~ ./ "-./ ", i cp , I I ~ II T I ~ I ,------, I T~ ! ! cp I ! eNTRANCI!-' V£&TIeUI.E n A 0) i ~ ! ! I r I I .., , c PROf'06ED METAL eu!l.ON:> ADD!TIGN (OF\!N l.lM!lEFt 5TORA<lEI 0) I ® I --------i-tJ-r-----,------------------i EXI&TING eoUTI-l EL.EYATION SCALE, 1"=20'-0" $ I I ~ I I i I ~5ED METAL euILDNC; ADDITICN (OF\!N UI'IIlER &TORA<lEJ ® i I DEVELOPMENT PLANNING C'lY OF RENTON AUG 1 2 2004 RECEiVED WILLIAM POLK ASSOCIATES ARCHITECTURE/PLANNING/INTERIORS 1120 POST ALLEY, SEATIlE, WASHINGTON TELEPHONE 206,622.8443 FAX 206.622.6031 EMAIL WPA@WPOLK.COM 138' r-----, ~EGISTERED • CHI . WillIAM 1.4. STAlE OF WASHINGTON REVISIONS NO DESCRIPTION SITE PLAN ~YIEW JOB NUIIBER DATE 03011.0\ 05121104 PROJECT DIRECTOR I.I..MP DRA1!N BY SKH APPROVED SCALE \" = 20'-0" PROJECT 'I'lTLE DESIGNED BY CHECKED BY Mcl..ENOON t=(A IN I lEt=( AyENUE eTOt=(IE-4 SHEET TITLE eu I 1..0 ING 1E1..1E'IATIONe SHEET NUMBER AL2 DAn TREE 4 SI-IRUB: Plant Selection List -TP __ L_A_N_T_N_A_M_E _____________ -+ _____ ~_E_IG~_T __ _ ~-LONDON PLANE TREE 40'-:;0' ,...~ .... __ t_~~~---ll+ HORNBEAM 20' PINE 10'-1:;' ------- FLOWERING PEAR 20'-2:;' 20'-;2:;' STREET TREE • --... _ ... ---------- r=-~__t~JUillNJllo;P~E;;R;-----------·-----~1~8~" ---;3;-:b:-;':-' ------------. ----... -----.-------- ==_}~:~::~: r~V~~IVU~~RN~'-~U1M~' __ .. _______________ +...:.V..::.in~e_M:_-a='-p=__I._~~_==__ _____ ~ _____________ .-_--=--=-.. _ .. _- ~ ____ ~ _______ -.L.. ___ ~ ______ ~ .... __ _ EXI5TN:; 516N (NEW CONTENT) \ \ \ \ -- EXI5TN:; FIRE HTDRANT ~/ / I I. / / / 1 .. 1 1.1 .. / / I --+--H--!i;1-Li J--t / I /.. 7 I .. .. 1;/--1 -T--!-++-hJ..--;~.--I-/-I-k-A //11/ I /11/·· / I t_, ,? ~ '.'\ \'\ '\ \ \. \ \. \ \ \\ \ \ '. '\~1' .\ \ \. \ '\' \\. \'\ '\'\ '\\\\'\ \\ \\\\\,\\\\'-.' '\ \\\\\\\\\\\\,\.\ \\ \ \ \ \ \ \ \ .\ \ \ \ \ \ \ ,\ \ \. \ \ \ . , \ \ \ . \ \ , \ \ \-\ \ \. " \ \ Jj:- \ \ \ \ ;29'·0" -144" EXI5TN:; EXIT -12" b'STRIP CCNCRETE FOR ANCHQRN:; LlNBER STAND ADDITICN (OPEN LLNBER cF EXI5TN:; FIRE -I EXI5TN:; CWPOOR 6ARDEN5HOF LOAD IN:> - AREA OFFICE ~E I EXI5TIN:> F ..-rDRANT L ,EXI5TN:; FIRE I I1'T'DRANT I I ~ -- KOBA YASH/ ASSOCIATES inc. ~ I ill (l () t-- <S) ill -::::J Z ill Z > <[ () 0 (l Z ill ill - Z -1 - 0 <[ L (l F ... • I j PARfIf(R 1/ O'IAR(£ 1- 1811 Queen krle ill '200 Seattle, WA ~I~ PH. 206 286 ~44 Fax206 2Elb ~4t> E-Mall/l<keurel<.aehalC\jon.com EXISTING TREE5 4 5I<RUBS LA0'] .. ~--------------------------------------~----------------------------------------------------------------------------------------------------------.~ - '<I) LL ill [J[ X .... <I) -' . -1--11 I I I , , 1 1 ~!"ETA!. BUILPNi AOOITIC>< (OPEN LtJ16ER STORAGE) ~ I EA6T EL.EvATION 1 1 SCALE, 1":212"-12''' .9 I WE6T EL.EVATION ® I , ! I ! I I @ ® ~ /'ETA!. eoJIlDNi ADDITIC>< (OPEN LtI"EER 5TCRA6EJ G) i I ® .'!-------I [i i! II I II II! [ I! II1I III! I I I I I i I J I I I II I I I I i I I I I I ! I /" / OPEN / '-C'f=EN / ",/ '(/ ./ ./ X /" / '-/ , / , P~O!=O~O eauTI-I EL.EvATION SCALE, 1":212"-12''' I cr I ® I ! • OPEN / ~ / )< / . / ' 2 ./ cp I I / EXIT . ..J cr , , ~ I I , -:--.-.~~ I ®~ I I I AJ<?> ! , ~ ! , , o ! ______ ~~~~~~~~~~~~~~~~~~~~E .. ~·~~~E--a .. ~~~~'~·~nb_ ____ _ ENTI<AIa.J _T1fllLE -EXI6TING N~TI-I EL.EvATION ( ..J \ \,. ® I n ~-' II£'TIBIU (3) I I ! 2 cp i 6 ~ ® ® I I ~ !"ETA!. BUlLDOG ADDITIC>< (OPEN W"1'ER STOI<AGE) -------I-~~-------,------------------, ,--r--.,d-----, - ! ---::--I ---1 -1 --__ I '-1 E><I6TING eauTI-I EL.EvATION , --1 I 1 -1 --J i I , i i . i r i ® @ ® WILLIAM POLK ASSOCIATES ARCHITECTUREIPLANNINGIINTERRlORS 1120 POST ALLEY, SEATTlE, WASHIIINGTON TELEPHONE 206.622.8443 FAX 2OIa622.8031 EMAIL WPA@WPOLKCOM REVISIONS NO DESCRIPTION &ITE A..AN REVIEW lOB NlnWBER DATE 12'312'11.01 PROIECT DIRECTOR llMP DRAlIN BY 05121/12'4 DESIGNED BY CHECKED BY DATE SKH APPRomVEDO';----------- SCALE PROJEcr TITLE McL.ENDON ~AINIER AYENUE SiORE-4 SHEET TITLE eUII..DIN~ EL.EYATIONS SHEET NUJlBER A 1.2 }-- ill ~ I~l I l:r I~ t-\l) I I i I .-Ii 'W L .-<{ z !Il Ie) -.. z Ul o L EXISTING Sk:>N (NEil! CCWENT) SIDEUJALK, TRAFFIC &IGNAL& I>ND STf<EET LIC>HTING EASEHENT ~R f<EC. NO. 11"'I2~n \ / )( \ \ \ \ \ \ \ 4' L,/INDSCAPING EASEHENT ~R f<EC. NO. 140S1Z>~4 ~ \ EXISTING FIf<E HYDRANT u EXISTIN::; FIf<E ----, EXI&TING OI.ITDOOR GARDEN 5HOP ~\' \\ \\\\\\\ \\\ \\,\,_\\\-\.-\---\--IT-" ,-',' _\"C. ~\,----';--\~\\\' \--,\--,,--,,~.-"lj.c-\:--\:--\--'i"~'" , \\ \ \ \ \ \ \ \ \, "'\\\, "\ ,,\ '1.\ \ I l/J./-i-T / / .. ' I ' 1--1-1-1-.+*+-1--+-''''--7''-: ?iI, i / //1 ,1/1 / I 1/1 j 1/1 I, / / / ! I ! / / ! / / I~---'-j 1//1/1//1.1// \ \ \ I.' \ \ \ \ \ \ \ \,\, \,' \\\\\\\\\\\' \--'~~'. \. \, "\ ." \ -\' ,,\ .... --"-+--*L-''c-,,,,--,~c-' , \\ \ .. \ \, \ '\ \ \\ ~\~ \ \)L __ \ \\\\\,\ \\\\\\\\ Q . . ' I ... ~\~ \ \~,\~, ','.\ \ \ \~ h\~~ \ \ \1\ \\\\ \ \ \ \ \ \ \. \" \ \ \ \ \ , ~I . //1./1 1 r 1 EXIS TIN::; SALES Af<EA MOCCUPANCY V,/ / / /j / l;!l' / / / ! I / .. / //--1-1-1_// I / / / rrt/! 1;;,1// / / 1// /~/4W5WING--~hI/ V / / I / IG I /!. UATE SIDEWALK. TRAFFIC 5 5Tf<EET LIC>HTING EASEOMEIoN f<EC. NO. 11"'12~4n , , , \ \ \ \ \ ,\:R iI" \. EXISTING \ \.. \ \. '\ \ d \FENCE 8' , '. \ \ \ >W\ l.IEIUHT \, \\' \~ \\\ \ \ \ J'--__ E>9_'.~_"_~.___ -J ". __ ~2'~_~_"_~ \ \ ~ ~ \ \ \ 34\U--6 , , ROLLING \ \ ' EXI& 00 &1CoN -! ____ --~ !NEW 0::wENr J.-"""'-----, .-------.\~ \ ~-EXI5TING FIf<E HYDRANT UATE I2W ROLLING UATE 4' LAND&cAPING EA&EMENT PER f<EC. NO. 1~1~4 ~DlJ1F$TER \ LOCATION L EXIJTING A:NfE Il'H I I SIDEUJALK. TRAFFIC SI6NALS AND STf<EET LIC.HTING EA5E11ENT ~R f<EC. NO. 11"'12~4n • ~' EA5EMENT FOR ~ ELECTRIC &YSTEM PER REC. NO. llie>2W4Il1 EXISTING FIRE HYDRANT + ROLLING ulTE I' 4'W FIf<E &cAPE uATE w ANIC 641< '!£ ,~ E ( EXI5TING HYDRANT ESCAPE <::C I ~' EA5E11ENT FOR l.NDE~ ELECTRIC &YSTEM PER REC. NO. llie>2W41ll SIDEWALK, TRAFFIC SI6NALS I>ND S Tf<EET LIUHTING EA5EI1ENT PER f<EC. NO. 11"'12~422 " BUILQIN::; DATA EXISTIN::; BUILD IN::; AREA, NEW METAL BUILDING ADDITION, TOTAL BUILDING AREA, 11&,301 SF. REQUIRED PARKING, 11&,301 SF. / &00 : 231 STALLS PARKING PROVIDED: STA'.tDARD: I-IANDICAP: LANDSCAPE DATA, INTER-lAL PARKIN:::. AREA, &21 STALLS 12 STALLS &33 STALLS INTER-lAL LANDSCAPE REQUIRED :.%: 136JW SF. 6,814 SF. 1,613 SF. 14,133 SF. INTER-lAL LANDSCAPE AREA: PERIMETER LANDSCAPE AREA: TOTAL LANDSCAPE A1~A: n,3~ SF. WILLIAM POLK ASSOCIATES ARCHITECTUREJPLANNINGIlNTERIORS 1120 POST ALLEY, SEATTLE. WASHINGTON TELEPHONE 206.622.8443 FAA 206.622.8031 EMAIL WPA@WPOu<.COM REVISIONS NO DESCRIPTION SITE PLAN REVIEW JOB NUllBER DAn: 03011.01 05121/04 PROJECT DIRECTOR DESICNED BY liMP DRAWN BY CIIEaDl BY APPROVED SCALE PROJECT TITLE Mcl..ENOON ~AINIE~ AvENUE &TO~E-4 SHEET TITlE &ITE F'I..AN A~J DATE IIP---------------------------------~--&"~U------------------------------------------------------------------------------------------------~ G' w Ii1 L ::::J z ID G -, i<,! ;<:1: I ., ! r:: r- ~ rC\ Q ~ .1 ~; -' i '" , ~, '" , -' i l!l I -, '1' -I <I> ~ I ~i , , ~I I i 31'-4" y-------. =;~r GARDEN ---- I _. _ L __ _ 42'-6" 1-' , cp ~'-e>" cp ~'-e>" ~'-e>" 4 ~'-e>" ~---------.r ---'-'---'----~----'---'----~---'-'--=-, ELECTRICAL I -_. __ 1-L .--~-.- I - ~ ~ LIGHT~ = c =, 1 I II I III ~ ----I- - -- f-- f-- - j , , ,- I I _~. __ ~~. ___ . ___ ~__ _ __ D i &f)'-fJ" ll-MBER !;el'-f)" I I I I , , .., , -' : ~, .- ~ I l f'ROP05ED METAL BUILDI~ ADDITIO>I - e~23 SF. __ (OPEN LlN6ER STORA.:;,E) I I I I --------JJ_, SCALE, 1":3~'-0" WILLIAM POLK ASSOCIATES ARCHllEClUREIPLANNINGliNlERIORS 1120 POST ALLEY, SEATILE, WASHINGTON TELEPHONE 206.622.8443 FAX 206.622.8031 EMAIL WPA@WPOLKCOM REVISIONS NO DESCRIPTION SITE PLAN REVIEW JOB NlalBER DATE 03011.01 OS/21/04 PROJECT DIRECTOR DESIGNED BY UJ1F DRA1IN BY SKf-l APPROVED SCALE I" : 30' -0" PROJECT TJTLI': CHECIIID BY Mcl..ENOON 1=2 A IN I EIiiC AVENUE &T0I=2E-4 SHEET TITLE PI..OOFiC f=l..AN SHEET IillllBER A1.1 DATE , , I I , i i~ : :~ i i <( ! I" , I , i to lit-, <J) , '~. , ' : I ,<( 'It. ill • ~~ Z,'" iG~ l iZ .. "<[I 'I'I:: : I-W ,-.:::f,r- !~ ~ !W::r :-----1 -_I IILi ill ~- ! : I ' : SW SUNSET RENTON CENTER \10 ~ .. ~ .~ fo ...• }/: ~ .i , ~. .~ :¥.~ ;'M- ."l<:; .. S 3RD PLACE· / / // / / / /// ;B .. /// S TE ~ / . . . // /' . / . / / / / . /ST(JRE / / I , '. "."" .. . , (§) t ., . .. r . . · ' '.1>' .,;--· . . ~ --It " , ~'i 'If '. ··c· , n· ) l\ ..... . . ' j '" ' • ~, . N WILLIAM r~::T T,T '-' .i...Jl·~ ASSOCIATES ARCHIlEClUREIP 1120 POST AllEY lANNING/INTERIORS TELEPHONE 206.~~~E, WASHINGTON . 3 FAX 206.P' 'lO31 EMAIL WPA@WPOLK.COM REVIS! ONS NO DESCRIPTION &1 TE PLAN REviEW JO B NUlIBER DATE 0 3011.01 OS/21/04 ROlECT p DESIGNED BY U.t1 P IN BY DRA CHECIED BY 51<14 APPROVED SCALE PROJECT Tl'l'LE Mc1..ENOON ~AINIE~ AvENUE &iO~E-4 SHEET TJ1'LE NEIG~ OETAI ..... SIIEET NUllBER colOV' DATE