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Home My WebLink AboutLUA-04-028.• " .. ". ,,"-i ,. .. :: .... I ~,-, I SE 30--23-5 " " - • ~ ~ ~ ~ ~ ~ '" ---------... iI I' ~ ~ ~ , " \ I(J [J ~ ~ ~~ ~ ~ > ~ 5 ;; g ~ ~ m II!! ~: ES fm uU ~ r .~~ p~ r ~!5 {ri • a:; fi fair ~ ,-~ rn n i~~ PH i~!g ,~ ~ il; 11F -H H Hi ~~ r ~ i H :!;l .t, i " ~ ~ • ! r ; f OJ. t o ;:;:8 ~~ " .'. • ~f ~ •• ~ ~ ) '. ~ ., j"l!i; :=-' ~~ " §~g~,::fO?~ 'rti: ~~ " I ~i;~i~! 0 N -;;: m '., "" STORM DRAIN DETENTION/WATER QUALITY DETAILS HENTON CYCLE CENTEH, HENTON, WA 3900 LIND AV~: SW, RENTON, WA 9B055 OWNER/DEVELOPER: DAVE GROOM PH 425-228-3661 FAX 425-228-3661 () rn "" N » () () r'1 (/) (/) () » c=: I rn » (/) Z • RYKELS ENGINEERING GROUP, INC. ConsUting[ng"eer$-Civi.t.lUIlicipal,5ubdlvisions.landDe\OeI~enl 2830118Jd A .. sr, Kenl, rio. 96042 ~ 2S}-631-6598 Fa> 253-638-1982 REY1SIONS DAIt (~ ~ Q ~ ~!::! (B~ ~ ~ ~ . ~~ ~I (C~ ~~ ~ , ~ 'I (Dt:: --~ ~ ~~ (E" "--.: (I' 20'-0' (;i') 2-0' 'rL 12'-0' 140'·0' (3: "-4'{4: N' 5'-4" 15'·4' 3'-4:-, \l( 12'-0' 15'-4' (5' (6: O~I~T'" I 11 I (i' 12'-0" 4'-f;" '9 Q ElY i ' " j~ I 6 , I ' ~ l'a cit---------j'-------!_,I I l f -j --------·---CT----------~------------, ~B' ii' i i ~ '~ ! I EM. i i ,,'1 I I 101 " • & ~ , , ,I I ,- I I I I ,i i 9 ~ '1 I~ ~;--------j---------·----t-----------~-------------------~VC'~ iii ;, ,~' (1) I " .' , . i i --.-----.--~.--r-----r·-t-------~k~ i -, 1,6-, r====!f I (j r E: ~ '--, 12'-0' 15'-4" 12'-0' 15'-4' 12'-0' I S'-4' I 10'-0' I \..N' CD'--2-0' J,\ . (~:---2-0' (D 140'-0" (', ,~, ~E~,o,~,~, PLAN <D 12'-0' 8'-0' I 6'-0" I 12'-0" I 1'-0" I 6'-4" I 12'-0" I 6'-B" (, ,~ (-, ,S' 7\ ,~, ~ :~. II 662' 5. l'loth st. 5ulte B-I(?-, KENT, I'iASHIN6TON '1003:<' (0425) 656-0500 • FM (425) 656 .... 0501 romovdeGrcillteGts.c.om K"\"'"""'i IJiCMfT[CT ..,. 0 ..... CIIII ... W ..... z ('I ...J ~ 0 ...I c( (.) en t; l-I->-w Z :=i: (.) > i: m :I <en t/) < ...I a: ~ ~ c( > W::J-0 I-0 ~ II: II. Z 10 ~ II. c( W CO Z z ('t)W (.) a: c( ...I II. W l-ii; I RNl~ate .....,."""""', FLOOR PLAN I~A1.1 STATISTICAL INFORMATION ZONIN6, lOT"""""" LOT5IZE. LOT~ atlLDI/<i5, PAVlNErI SlDfJ'W.K;. LAI()5(;.AP1).15, PAQ)::It6, PARKI!t;.REaJlRED PARKII6 PRUv'lDEP, (2)I\AHDlGAP.4(.(.65IBlE (e)GCtPN:.T (23) 5TAA?ARD aJrL~N60AJ,t,: -, (,OfjTROC.TICtI, oc.aP~y, 5TORIE5-EUlDlN6tt:I6HT, ---f- IMI1:DII.t1I1OJ5TRIN-3&50 Lltv AYE. 3b,l2<1 SO. FT. (b4AC.RE5) 1,5<155Q,FT.(2r.t;) I1b25 SO. FT. (-4&.W 11.5:?'l5a.FT.(31~} 411000 -MIN, 511000 -MAX = 30 MIN -3tl HAX 335TN.L5 (434 I 1000) 15'l5SO FT. 5-N lWN-~oo.EO) 6-I(fTAIL I 26FT. o f'IW..f(;.T).(lRTH "" iJ~!~~'20e,LAN SITE6N:.K6I<OO{)INF~ATION BASED ~ BASE HAP C.RfA TED By tmTCIN DEtNS I I#:J()(. INC. . .xJB'QQI500 EASEMENT • Q2Ob302101 EXI5Tlt-I:;>PA\Il:DAC.CE3S EA5EMENT ROAD' <1.106302b'16 , 1<12Qtr302102 FLAG NOTES CD 1O'~f), 01J D.H'5TER oc.LQ5I)<f!'£E DETAIL Q) HI~OVE~ @ UlNCRfTE IV\lK SEE EXPANDED PLAN 5\t:ET AO.2 CD OOILDlN6 FOOTPRINT ® LANtY.:GAPEAAEA-5EEL-1 ® t-EH 5IDE~K PfR GIV1L EXl5TIN6 GWB CD EXI5T.W<.B4 6VTTER ® EXIST FIRE HYDRANT ® EXIST.TAAFFIG5IGNALR:llE @ TO PLAT WlTER DETHlTlON POND ® EXIST. 5WffT POLE LI6IfT 6625 5. Iqoth st. SVlte 6-105 KENT, ~INo.STON Q0032 (~25) 65b-05OO • FAX (-425) b5lK::SOI romovGiecrGhltec.t&.GOITI ~\R[~I \TOII-JoI.'I~~1 ~ W z ...J 3: 0 o (/) t; >W~ t'\>J: '" c( (/) c( a: ~ 3: z 00 101- CIOZ ('/)W W::::i I- Z W o 0:: "'" o -m .... -N ..J < I-!= ~ CD ::::J tn ..J < > o a: a. a. < z < ..J a. W l-e;; ~15oIl'fR.MN'PfICNI>L ~ RINI!!I\Ot'& """'''''''''''''' SITE PLAN """",,,",, GK!GICEPEfT',T$I. AO.1 WEST ELEVATION SCALE, 1/0"1'-0" SOUTH ELEVATION 5C.ALE, lIe'",~' EAST ELEVATION SCALE,I!e"I'-D' r:il~V"""'Ifd,""-ATS \'1\ H-I ~ DUMPSTER ENCLOSURE 5GAlf, 1/"-= 1'-0" tb·cat:..~ABHI bxb-r.14xW1AWl'1f'1l ~~ ~ 5GN-E, ve":I'-o" _ '.J,,-'O,/, /-"':..',..., S C~.! · ... ~/·,~. ) , --I I ;:;~'".:-l./-:-. • ~ .. j'L· __ ~~t; :;2"-'~ I: ...... ' :# ' ,,:-:,;. ,.,.t. ·,i· :,...:..'3 FLAG NOTES CD FINI~D 6RADf CD PAINTEO GAP FLA~IH6 (1) PIPE HlNDOI'I 0VERHAN6 PANn:D o t£fALROOFIH6 o 01JP1LASTER ® OOOR-5EESGf£D..tE G) TEMPERED 5AFETY 6lAZIltS LOCATION (]) AU.t-mtM 5TGl<EFRCM GlAZING o TEXTWfDGl1J " . 'y ~~~~:---= "'.~ .':'1 __ . b62~ 5. Iqoth st. ::ulte 6-IO!i KENT, HASHIN6TON qOO!';! (425) ~ • FAX (425) 656-<1501 I"omovdec::rc.hrte"t&.G-Om K~\~~I W z ..J ~ ~ (.) CI) C!J >-w ~ ">:I: ...., < CI) < a: ~ ~ W::::i:i I-0 0 Z 10 ~ W ~ ffi (.) a: 'It o ..... o -..... (II ... c( l-I-Si m ::::I tn ... c( > o a: II.. II.. c( Z c( ... II.. W I-en ~. I:: I ::;:Pf1"':'~ """'''''"'''''', ELEVATIONS GM!CXI!PDT',T.P. A4.1 ----------~ ~~~ ------------~ ~ 0"'" .... '" ~ 5""".' Sf.0I:. ~'N"CIl( C ~TOOM DO.,,, ~'N~CU ......:........ E.TRUOEC ""lit • 5Tt'OI~ D •• ,N C"C"B'~N ~~.0(~COOCl![It'll""R!~1[)O'"' , , I ENONEWCONCS/W AISOIJ'TIiP/LEXTENDtD RENTON CYCLE CENTER, RENTON, WA A PORTION OF THE SW/4 OF SEC. 3D, TWP 23N, RGE 5E, W.M. HISTINGSllo,lH CONEtT ROO' ANt roonNG DRAINS ~I!tCRY TO ElISnNG ORI.lN~(;t SYSTEIO '11/0 'IIATER aU~UTY CONTROLS USE 6" PVC 0 5·1 oem VO/6'CUANOOTU "llfl(NDS T'I'PIC.lL ':"~\]{s /~:'::~.'~'" "/ ""0 riNISHtDrLOQR1BOQ PRELIMINARY SITE IMPROVEMENT PLAN ~ ::l .'t Sccle1"·40· CONTOUR INTERV .... L \ fEET BENCH MARK ~,~ • PROJECT VICINITY MAP (NOT TOSC4LE) LEGAL DESCRIPTION LOT 1 or CITY or RENTON SHORT PLAT lUA-97-159-SI-IPL. ACCORDING TO THE SHORT PLAT RECORDED UNDER ,(ING COUNTY RECORDING NUMBER 9B052190U, RECORDS or KING COONTY, WASI1INGTIl>! SITUATE IN THE CITY Of RENTON, COUNTY OF KING, STATE or WASHINGTON SITE DATA SITE ZQNINC. 11.3 DUPLO/Il£S'O[NTl"L LOT AREA, 084 AC 36.729 SF APPROXIMATE PROPOSED USE: PARCEL NO.: SITE ADDRESS: SHEET INDEX PREUMINARY SITE IMPROVMENT PLA.N S10RM ORAIN DETENTION SYSTEM DETAILS ~ P1 P2 ~I ~ l~ -I a a.:-c,;, 6 ~~ ~ ~~ ~U 0::: ~& LU :u .... LLJU ~ ~~ = :~ ~.§ti ----1 051 ~ !~ ~ ]~ I z ;:S 0... Z ::..l ..: ""-::;;; == ""~ ~ ~~.b :> Z"'~ o i2..:~ 0::: Z:=~ ;::l... ~ r.. ::;;; o::z~ _ OM • E-' ~ f!5Z~ t: ~ E2~ C/)J,J..f u :=2 >--[flO 0::: ~~~ < U>!:' Z >--<t~ _ UQ~ ::§ Z ~~ -:l O...l~ ~~5~ 0... ~~~ ~ A. RY!':ELS O£SlcNEOBY 2/2/2fJJ.4 , 1»4-101 ~. 9m P-l 2 0' I I ii , ,------- Use Averye TEMPLATE 5160e Lanphere Properties Llc 12505 SW Broadway St Beaverton, OR 97005 Pacific Exchange Company 1000 SW Broadway #1950 Portland, OR 97205 4060 Lind Llc PO Box 13534 Mill Creek, W A 98082 Arensberg Investments 3401 Lind Ave SW Renton, WA 98055 Badford Property Investor Inc 500 N 39th St Seattle, W A 98103 Public Storage Pickup & Delivery Inc PO Box 25025 Glendale, CA 91221 Triple Crown Properties ILL C 7701 Forsyth Blvd #900 Saint Louis, MO 63105 Jam Free Printing @AVERY® Eastgate Theatre Inc [ 919 SW Taylor St #900 Portland, OR 97205 Pacific Gulf Properties Inc 3600 Lind Ave SW Renton, W A 98055 Farwest Steel Corporation PO Box 889 Eugene, OR 97440 Badford Property Investor Inc 500 N 39th St Seattle, W A 98103 Jwc &KLlc 9400 8th Ave S Seattle, WA 98108 Adventure '95 Limited Partnership 299 SW 27th St Renton, W A 98055 . ( \ \~ @ AVERY® 5160e ""'\ , / [ Leigh & Eileen Henke Bill Baker 19104 SE 440th St Enumclaw, W A 98022 Powell-renton No. 1 Llc 737 Market St Kirkland, W A 98033 Puget Sound Blood Center 921 Terry Ave Seattle, WA 98104 David Sabey 101 Elliott Ave W #330 Seattle, WA 98119 Institutional Alliance Fun Amb 755 Page Mill Rd Palo Alto, CA 94304 East Valley Petula Llc 801 Grand Ave Des Moines, IA 50392 Kirkeby Trust Properties 14900 Interurban Ave S #210 Seattle, W A 98168 www.avery.com 1-800-GO-AVERY (462-8379) Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, W A 98055 BILL OF SALE I Proj Name: Project File #: • 11111111111 I . 0121000893 CITY OF RENTON 8S 20.00 PAGE001 OF 002 01/21/2005 11:47 KING COUNTY, lolA Property Tax Parcel Number: Street Intersection: ~'"'-Address: 3HSO W Reference Number(s) of Documents assigned or released: Additional reference numbers are on page __ . A.eSf>.J Grantor(s): 1. 'DtuI; i:L G-r-06 W\ Grantee(s): 1. City of Renton, a Municipal Corporation 2. The Grantor, as named above, for, and in consideration of mutual benefits, hereby grants, bargains, sells and delivers to the Grantee, as named above, the following described personal property: WATER SYSTEM: Length Size ~ L.F. of " Water Main L.F. of " Water Main L.F. of " Water Main each of " Gate Valves each of " Gate Valves each of Fire Hydrant Assemblies SANITARY SEWER SYSTEM: Length Size ~ L.F. of " Sewer Main L.F. of " Sewer Main L.F. of " Sewer Main each of " Diameter Manholes each of " Diameter Manholes each of " Lift Stations STORM DRAINAGE SYSTEM: Length Size ~ L.F. of " StonnMain L.F. of ~ " StonnMain L,F.of " StonnMain each of " Stonn Inlet/Outlet each of " Stonn Catch Basin each of " Manhole STREET IMPROVMENTS: (Including Curb, Gutter, Sidewalk, Asphalt Pavement) Curb, Gutter, Sidewalk Z2..D L.F. Asphalt Pavement: SYor L. F. of Width STREET LIGHTING: # of Poles f.aJ' -CJc7 ( f' By this conveyance, Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person or persons, whomsoever, lawfully claiming or to claim the same. This conveyance shall bind the heirs, executors, administrators and assigns forever. O:\Forms\PBPW\BILLSALE2.DOabh Page 1 IN Wl!.:J'HWU'OF. ";d Omnto, "'" '''''''' th;, ;",trum.,.~ to be "",utoo th;, _ day of __ ,20_" JI ~ ~t~ GI'(y:,f0,.. INDIVIDUAL FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON) SS --~"'"""'.'''~.,\, COUNTY OF KING ) ~ d' ' /' ,:-~~ R. AI.I2 ~ I,' I certify that I know or have satisfactory evidence that 11M }II OtDQ(() ,.f~~.···ssioiV ",+"", '" --:-___ ..,..,-_.,---__ -,-:---:-______ signed this instrument and '" r\ •• ' ~'\ 12''';''. ~ " acknowledged it to be hislher/their free and v~olunta_ry act for the uses and purposes '" ;;:' • ...~ !.O'. \J , : " : Cf NOTA}:jIy '5J~ t1\ I mlelln' otued inrthL~e inLstru'A:zJen a f1 ~ :0 _._ m::xJ~ I : A en: ~ " <p'. UBLIC .: " _~~~~~'::fL.:L..~.::::::::!~=::::::::=:::l'___----__ _I , /I.'. .' ~ Notary Public in and for the State of Washington 'i, ~A"~:19-0(Q""'a~': Notary (print) ~~JrI4nYJ 1::UeXand.e/ 'h -<'~a ....... r..~ ,-~ ",-;:-1,~l1Sr\\~V".;."::'" My appointment expires: -5 -/1 -~" " ,~,'P<. __ ' :,:.::'. Dated: 1_ -I 3 -0 s: Notary Seal must be within box Notary Seal must be within box O:\Fonns\PBPW\BILLSALE2.DDabh REPRESENTATIVE FORM OF ACKNOWLEDGMENT ST ATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that ________ _ _ ---:---:----:--:--:---:-:-__ --:-__ ---:---:-___ signed this instrument, on oath stated that he/she/they was/were authorized to execute the instrument and acknowledged it as the and ___ --:-_,--__ of • to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. Notary Public in and for the State of Washington Notary (Print) _____________ _ My appointment expires: ___ --,-________ _ Dated: CORPORATE FORM OF ACKNOWLEDGMENT STATEOFWASHINGTON )SS COUNTY OF KING ) On this ___ day of _____ .,J, 20 __ , before me personally appeared ______________________________ tomeknownto be of the corporation that executed the within instrument, and acknowledge the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation, Notary Public in and for the State of Washington Notary (Print) ______________ _ My appointment expires: _____________ _ Dated: Page 2 e \. Kathy Keoiker~Wheeler. Mayor February 2,2005 .. ' CITv.PF RENTON. PIanningIB1Il'dinglPublicWotks Department . Gregg Zimmerman p.E.,AdDlinistrator CITY CLERK C1"!y OF RENToN FEB 07 20'05 ". RECEIVED . SUBJECT: ... ADDRESS CHANGE AT CYCLE CENTER CITY CLERK'S OFFICE . . . . TO WHOM ITMAY CONCE!W: PleaSe ·note th~ followfug address change dti~'tofield mvestigatiori: . OLD . . 3850Lllid AveSW ·3950 Lifld' Ave 8W Sincerely, 9::~~d' .. " ".:. DevelopmeritSemces Repf~eritative. '. Development Services Divjsi6n. '. . .Telephone: 42543(}~7,276. #l:utilltr :':'i, .. :,,- PARCEL NUMBER 1253,600060' ------10-5-5-S-ou-th:-G~ra-dy-W.-aY--.,-R-'-e-nt-on,-Vl-as-h-in-g-to-n-9-8-05-5-'-------~ * This paper contains 50"10 recyded material, 30% post consumer AHEAD OF THE CURVE CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 5th day of May, 2004, I deposited in the mails of the United States, a sealed envelope containing Final Notification documents. This information was sent to: Pacific Exchange Company Owner Tor-Jan Rondhove Contact Dave Groom Applicant ~~ II. ( f S d ) """"'"'·'N···~ ... Q • .;L~."~". Signature 0 en, er : ... ",. • ~:::;;;:;:::~---l"S,L:....c....:';-{,.L-..........:::=:5e_-------4-~~~ -0'. ~ ~ ~OT4-9L ~.~ "1\ ~ STATE OF WASHINGTON r",~ '~ . -._ 0: ~ SS ~ \ ,oUellc' .: ! COUNTY OF KING ) "~·· •• e.!lft ..... O~ .; " • .... ",-07 •• "~' : , O~ ••••••••. ~' __ - I certify that I know or have satisfactory evidence that Patrick Roduin ",\WAS"'~~ .... "" signed this instrument and acknowledged it to be his/her/their free and voluntary act fo~"'n~e uses and purposes mentioned in the instrument. Dated: )/~/oy --~---"'--- Notary (Print): __ ~I\IlJ,""AAlRI~M!"""",KJl~M"",C-AII:tEffI;l=l=-_____________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 enter Cycle LUA-04-028, SA-A, ECF template -affidavit of service by mailing ENVIRONMENTAL DETERMINA nON ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Center Cycle PROJECT NUMBER: LUA'()4-028, SA-A, ECF LOCATION: 3850 Lind Avenue SW DESCRIPTION: The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. 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 either the environmentald etermination [RCW 43.21.C075(3), WAC 197-11-680] and/or the land use decision must be filed In writing on or before 5:00 PM May 3, 2004. If no appeals are filed by this date, both actions will become final. Appeals must be filed in writing together with the required 575.00 application fee with: Hearing Examiner, Cityof Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-110. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. IH IH IL th St S1! 27th Sl. 1M S1! 29th St Cht CA IL --I~ 167 34th St S1! 34th Sl. 8W 34th Sf' 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 include the project NUMBER when calling for proper file identification. CERTIFICATION . , " ........ "",'\ ~ .......... ""N ~'" ,,,,~<»v. ......... O~~", ;,g> ~~ •• :,\SSIOI\t ~":~ "~ .Jr '<:i.' •• ~"-:.tJ()" '\~ .~ t l(jo ~OTA~L~'" "1\ ~ ;: r l1\~ ~ ~ . ....__ 0: ~ '-• ~ ;I ~ ~ ~ lJSL\C : : .:"'\'. ::so: , '7:.,. •• 6. .-~ -v' C I, ~'" '29-01 •. ' ~ .: I, '" '--10 hm J) [l;f') ,hereby certify that 3 copies ~'t.~·w;:s~~~ ... :-- above document were posted by me in ....3 conspicuous places on or ne~b}',,~~~~"''''''' the described property on __ L ...... l_·/<-7--<--·_O_'-I ____________ _ Signed: ~~-bL'~70:----.~>9r>~~~~ ATTEST: Subscribed and sworn before me, a Notary Public, in and for Washington residi~ ~ , on the dJ;f' -14 day of _~--".-,:--j---»~"",,",,<..>L.._ MARILYN KAMCHEFF MY APPOINTMENT EXPIRES 6-29-07 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the 16th day of April, 2004, I deposited in the mails of the United States, a sealed envelope containing ERC Determination documents. This information was sent to: Tor-Jan Ronhovde Contact Pacific Exchange Company Owner Dave Groom Applicant .......... """",'\\ . 1:7 ' .....z nlt~ -----.:---... ",,~ KAMe "" (Signature of Sende,rl ~ :~~.~S\ON·~~~~;'" ~ : •• _~~' ""IA·. ~ I. _ ~ .. ~. ~ •• ...,,~ ll. STATE OF WASHINGTON ! ~ il ~OTARy ~\ \ ) ss ~: -.-: ~ COUNTY OF KING ) ~ .... PUBL\V ..: ~ j l, cP.. • • ,,0 ... I.'" ;1 .". " "f): •••• 6'-29-0 ••• ~(3 : I certify that I know or have satisfactory evidence that Stacy Tucker '·· •• t OF·W~S~~ ... ",-,:- signed this instrument and acknowledged it to be his/her/their free and voluntary act for th~'use~8"'i'tl purposes mentioned in the instrument. Dated: 5'/uloy ~ ----~~~~~~~~~~~~~~~~~---------o Washington Notary (print): ___ --i'dMARfIfMl'~LYNIIfffljKA~Mn_C"HEIJITFF'I1'"I"""i>tn==---------- My appointment expires: M¥APPB!NfMtNTERPIPLt'(1;~'\~li--O-=l- Cycle template -affidavit of service by mailing CITY. OF RENTON .. CURRENT PLANNING DIVISION AFFIDAVITOF SERVICE BY MAILING On the 16th day of April, 2004, I deposited in the mails of the United States, a sealed envelope containing ERG Determination documents. This information was sent to: Agencies See Attached ~ ~ ............ ,"',,'\\ . ----.. 'iN f<A.1.f."'" (Signature of Sender): .: ~v. ........ CL " ·':"'7~'=----==-=.,c--J'---=£'::"':=:z.c.,a..L_--------'-----:~4'o::., ~~~ •. :,,\SSION ~:.: ~ "~ .. '" •• ~"". "".()" "<' " STATE OF WASHINGTON ) ~ :'0 o.\QTAb ~\ "1\ ~ : :0" '7Y!tl~ ~ ) SS ~ : _._ rn: ~ " . P .I COUNTY OF KING ) .,.., <P '. lJBL\C • .. .A·. :~: ", ")'..>1 ••••• 8.29.01 .... ~0.f I certify that I know or have satisfactory evidence that Stacy Tucker , •• t Q~""""'~~~~ .... .: signed this instrument and acknowledged it to be his/her/their free and voluntary act f~tltt\~~~"d purposes mentioned in the instrument Dated:_=-5"...L..I.=u!oQ.....L..J.<';..4.¥ __ Notary (Print):. __ --1nIMAR\MItJI'L: ln1 VNmKAM'I!1I:II'T'l'CH'l:/REFFir;;:;;-==-__________ _ My appointment expires: MrAPPUlNIMENrEXPIRES 6-29·07 Center Cycle LUA-04-028, SA-A, 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 Box47015 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 14235 Ambaum Blvd. SW -Front A * Burien, WA 98166 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, WA 98104-3855 Olym~a, 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, WA 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 Eric Swennson 700 Fifth Avenue, Suite 4900 Seattle, WA 98104-5004 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 N'~';:\ . ClJRRENT . NIN 'Dlvi~i~~' '. AFf7IDAVIT·OFSERVICE BY MAILING On the 19th day of March, 2004, I deposited in the mails of the United States, a sealed envelope containing Notice of Application documents. This information was sent to: Agencies See Attached """"""" _ ........... -.eN I(A • ..:' •••• ~-~\,; .... :.~CL '" : .. :~ss,o,..,~ .. :~ '" : "~,"' "+..0'. ~ " : ':0 .. \OTAb ~ ... "" ~ : :0" 'Ty i1\~ ~ ~ : ........ CIJ: ~ I certify that I know or have satisfactory evidence that Patrick Roduin ~ cP. \ ,oUeL\C .1 i signed this instrument and acknowledged it to be his/her/their free and voluntar\ ~.~?&.the W'e.s."~cf purposes mentioned in the instrument. \, ~ o···?'~:9 .. ·:~rJ-._: '" '/:"WAS~\ .. .. /l ~~ ..c:-~ -(, '"'\\\'",,, ......... .. Dated: '-"_ ;..) I ~1 . Sate of Washington SS COUNTY OF KING Notary (Print): __ -:MA~R~ILYN~~K~AIII.IM .... CHUl.EFF..u;.... ______________ _ My appointment expires: MY APPOINTMENT EXPIRES 6-29-07 Center Cycle LUA-04-028, SA-A, 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 Box47015 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. clo 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' 14235 Ambaum Blvd, SW -Front A . Burien, WA 98166 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, WA 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, WA 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 Eric Swennson 700 Fifth Avenue, Suite 4900 Seattle, WA 98104-5004 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 DATE: March 19, 2004 LAND USE NUMBER: LUA04-028, SA-A, ECF PROJECT NAME: Canter Cycle PROJECT DESCRIPTION: The applicant Is proposing toe onstruct anew 7 ,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on.slte parking stalls and associated landscaping and other alta Improvements. Access to the site Is proposed from Lind Avenue SW and via a 3D-foot wide easement Intersecting with Lind Avenue SW. which Is located northeast of the site. Project construction is planned to commence In spring of 2004 and be substantially completed by the end of the same year. PROJECT LOCATION: 3850 Lind Ave SW OPTIONAL DETERMINATION OF NON-5IGNIFICANCE-MITIGATED (DNS-M): /l$lhe Lead Agency. Ihe City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as permlHed under the RCW 43.21C.110, the City of Renton Is ustng 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 ONs..M are tntegrated into a single comment period. There wUl be no comment p eriocl follOwing the issuance 0 f t he Threshold 0 etennination 0 f N on-Significance- Mitigated (ONS-M). A 14-day appeal period wiD follow Ihelssuance of Ihe DN5-M. PERMIT APPLICATION DATE: NOTICE OF COMPLETE APPUCATlON: Men:h 4, 2004 Men:h 19, 2004 APPLICANTIPROJECT CONTACT PERSON: Tor.Jan Ronhond. tel: (425) 650-0500 email: torfan@ronhondearchltects.com Pennlts1Revlew Requested: Environmental (SEPA) Review, Site Plan Approval Other Permits which may be required: Buildtng Permits. Fire Pannits Requested Studies: Location where appllcatton may be reviewed: CONSISTENCY OVERVIEW: l Land Us.: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: N/A PlannlngIBulldlng/Publlc Works Department, Development Services Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Medium Industrial (1M) N/A The project wiD be subject to the City's SEPA Ordinance, Zoning Code, Critical Areas Regulations, PubJ1c Wor1ts Standards, Unitonn Bundlng Code, Unltonn Fire Code and other applk:able codes and regutations as appropriate. P,;,po~ad·Mltlgatlon Measures: 1. The applicant will be required to pay the appropriate Fire Mitigation Fee based on SO.52 per square foot of new I construction. , 2. The applicant will be required to pay the appropriate Traffic MItigation Fee based on $75 per net new average daily trip .ssoclated wlih Ihe project. 3. Temporary Erosion end Sedimentation Control Measures shall be Installed and maintained to the satisfaction of the representative of the Development SeNlces Division for the duration of the project. 4. The applicant will be required to follow the recommendations contained with the Geotechnical Engineering Study prepared for this proJect with regard to the disturbance, preparation and construction of the site. Comments on the above application must be submitted In writing to Jason E. Jordan, Senior Planner, Development Services Division. 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on April 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 will be notified of any decision on this project. CONTACT PERSON: Jason E. Jordan Tel: (425) 430-7219 ! I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALUNG FOR PROPER FILE IDENTIFICATION I. I, os-w'nlNkJlWl/l IL S1I 23rd stl --.-1 ___ _ If you would like to be made a party of record to receive further information on this proposed project, complete this fonn and retum to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055. File No.lName: LUA04-028, SA-A, ECF I Center Cycle NAME: __________________________________________ __ ADDRESS: ____________________________________________ _ TELEPHONE NO.: ________________ _ CERTIFICATION I, Oer-ek.. . "J" 0 'f'c-& '" , hereb~certify that 3 copies of the above document were posted by me in conspicuous places on or nearby the described property on __ 4-'---...... /-1'_----==0:.-'1-+-.-__________ _ ... ",,"""\\ Sl-gned-....... KAA.f '" -tr--....... ~-'""~~=--+--Ll~.L .:--;;.~ ........ C.y~ •• ,ATTEST: Subscribe~~efue me, a Notary Public, in and for 1" ~ .. ·;f"S\ON E.t~ •• ~ ~ashington residing~ ,on the 6:-.1 day of : :!,,_.-~ ~'. I. -"~7'='=-""3...4=--~,.}"a...~'.:J'" : ~ :l ",OlAR" ~\ ~ ~ -:0 (.I): ~ -~ ! ..... .: ~ ~. PUS\.\V .: ~ : I. .n· . 0: ~").'" ~ •• '1.;;;,: '" ",~."" •. ~·29·~ •. ··~"_: ff'~ ....... J.,,\ ...... _- -'" OF Wp..,S"'" ...... - \\\,\"" ..... " ... ... MARILYN KAMCHEFF ~ APPOINTMENT EXPIRES 6-29-07 , e CITY OF RENTON PLANNING / BUILDING / PUBLIC WORKS MEMORANDUM Date: May 6, 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: Center Cycle LUA (file) Number: LUA-04-028, SA-A, ECF Cross-References: AKA's: Project Manager: Jason Jordan Acceptance Date: March 19, 2004 Applicant: Dave Groom Owner: Pacific Exchange Company Contact: Tor-Jan Ronhovde PID Number: 125360-0060 ERC Decision Date: April 13, 2004 ERC Appeal Date: May 3,2004 Administrative Approval: April 13, 2004 Appeal Period Ends: May 3,2004 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 proposing to construct a new 7,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same year. Location: 3850 LIND AVE SW Comments: STATE 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 Notice of Environmental Determination was published on Monday, 4/19/04 The full' amount of the fee charged fl of $75.75 at the nrte of $15. said foregoing publication is the sum for the first publication and NI A per Lily Nguyen Legal Advertising'Representative, King County Journal :::;Z;bed and sworn to me this 19th day of Ap"I, 2004. ~ \\\\\\\111/1/1111 ""\\\r: \-\ER IIII//. ~ ~ \>-.>.......... 'l. ~ <v "';''l-pires •••• ~ ~ Tom A. Meagher. . ~ ~~",o~ " .... 0 ~ Notary Public for the State of Washington, Residing in Red~tffi[Wa~gJ;Ol(, , . .\ ~ ~ Ad Number: 841209 P.O. Number: ~ 2 ~ ~ ~ /~ .:::; gj ~ :: Cost of publishing this notice includes an affidavit surcharg~ ~ \~ ~~~ ,",,~.:;g § .. ~ •••• "k~..t, •• ··~""$ 'l -. "".-~--~ ~ •••••••••• «' " 'll/ SrATE 0 ,,~ 1'1 \\\ 11111/1111\\\\\\ . NOTICE OF ENVIRONMENTAL- DETERMINATION ENVIRONMENTAL REVIEW l ' .'': :;' COMMITrEE' , RENTON,WASHINGTON I-The Environmental . Review 1 !Committee . has issued a \ 'Determination of Non·Significance- IMitigated for the following project; \ Iunder the authority of the Rent9n Municipal Code. . ! ,CENTER CYCLE . I . \ LUA"04-028, SA-A & ECF The. applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation .. The new I building will ultimately contain a retail bicycle ,store with associated equipment and repair. It will be located at 3850 Lind I AvenueSW. Appeals of either the environmental Idetermination [RCW 43.21.C075(3), ;WAC 197-11-6801 and/or the land use, decision must be filed, inwriting on l 'or before 5:00 PM May 3, 2004. If no iappeals are, filed by this date, both, lactions will become final. Appeals; tmust 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. l' Published in the King County Journal April 19, 2004. #841209 I e e Kathy Keolker-Wheeler, Mayor May 5,2004 Tor-Jan Ronhovde The Ronhovde Architects . 6625 S 190thStreet#B-105 Kent, W A 98032 SUBJECT: Center Cycle LUA-04-028, SA-A & ECF Dear Mr. Ronhovde CITY filF RENTON . PlanningIBuil~g/PublicWorks Department Gregg Zimmerman P.E., Administrator .. This> letter is to inform you that the appeal period has ended for the Environmental Review Conimittee's(ERC)Oetermination of Non":Significance -Mitigat~d and Administrative Site Plan Review for the above-referenced project .., . No appeals were filed on th~ ERC Deterr:nitlation,?ndAdministrat!:ve $ite Plan Review .... The applicant must comply with all ERG Mitigation. Measures· arid Site Plan· C~nditi6ns of Approval. If you havea'ny questions, please feel free to contact me·at (425) 430-7219 . ...• . ~e Environmental Review Committee, £j£t Jason E..ordan Project Manager ',", '. .. . cc: Pacific Exchange Company fOwner Dave. Groom / Applicant ~ ------------.-lO-5-5-So-u-th-G--ra-dy-w--ay--~R-e-n-to-n-,W-a-s-hi-n-gt-on--9-80~5-5------------Fl~ ~1r()~ ® This paper contains 50% recyded material, 30% post consumer AHEAD OF THE CURVE REPORT & DECISION REPORT DATE: Project Name: Owner: Applicant: Contact: File Number: Project Manager: Project Description: Project Location: Exist. Bldg. Area SF: Site Area: Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION April 13, 2004 Center Cycle Pacific Exchange Company C/O Powell Development Company PO Box 97070 Kirkland, WA 98083 Dave Groom Center Cycle 20th SW ih Street #G Renton, WA 98055 Tor-Jan Ronhovde The Ronhovde Architects 6625 South 190th Street #B-1 05 Kent, W A 98032 LUA-04-028, SA-A & ECF Jason E. Jordan The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. (Please see additional project description on the next page). 3850 Lind Avenue SW N/A 0.84-acres (36,729 square feet) 14th st Sf 34th Sl. IL I ~L ~ 7 '/:/ --i , , "" ~ ~/ C Y / / IL ;:; 39th SL 5 P-==-==j r-;~I-j p'roposed New Bldg. Area SF: 7,595 square feet Total Building Area SF: 7,595 square feet 167 IH , I ;-IM-- site&erc.doc REPORT & DECISION REPORT DATE: Project Name: Owner: Applicant: Contact: File Number: Project Manager: Project Description: Project Location: Exist. Bldg. Area SF: Site Area: Project Location Map City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL REVIEW & ADMINISTRATIVE LAND USE ACTION I :L April 13, 2004 Center Cycle Pacific Exchange Company C/O Powell Development Company PO Box 97070 Kirkland, WA 98083 Dave Groom Center Cycle 20th SW 7th Street #G Renton, WA 98055 Tor-Jan Ronhovde The Ronhovde Architects 6625 South 190th Street #B-1 05 Kent, W A 98032 LUA-04-028, SA-A & ECF Jason E. Jordan The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. (Please see additional project description on the next page). 3850 Lind Avenue SW N/A 0.84-acres (36,729 square feet) Proposed New Bldg. Area SF: 7,595 square feet Total Building Area SF: 7,595 square feet _. --_ ... _.- i I_._ul' 1---.~ i 14th st SlY 34th SL site&erc.doc City of Renton PIBIPW Department Ad.ratiVe Conditional Use, Administrative Site P/epproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 2 of 13 II PART ONE: PROJECT DESCRIPTION/BACKGROUND The site is located at the SE corner of Lind Avenue SW and SW 39th Street. The site is currently vacant with the exception of a 30-foot wide paved access easement, which is located along the northern boundary of the subject site. Access to the site is proposed from two ingress/egress entrances from Lind Avenue SW. The main entrance to the site is proposed via the 30-foot wide access easement located along the northern boundary of the site. Secondary access is proposed directly from Lind Avenue SW, near the subject site's southwestern property corner. The applicant has proposed to include 33 parking spaces that would serve the proposed commercial use within the site. The project requires environmental SEPA review and administrative site plan review. Upon completion, the project would generate a total building lot coverage of less than 22%. The applicant anticipates project construction to commence in spring of 2004 and be substantially completed by the end of the same year. T TWO: ENVIRONMENTAL REVIEW 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. A. Environmental Impacts The Proposal was circulated and reviewed by various City Departments and Divisions to determine whether the applicant has adequately identified and addressed environmental impacts anticipated to occur in conjunction with the proposed development. Staff reviewers have identified that the proposal is likely to have the following probable impacts: (1) Earth Impacts: The subject site is relatively flat, with minimal slope from the north to south, with a total relief of less than 5 feet. Overall, the site slopes at less than three percent. Currently, the property is vacant and contains low grass and weeds, with an assortment of blackberry vines and Scotch broom. The applicant submitted a geotechnical report with the application, prepared by Geotech Consultants, Inc. dated February 2004. According to the report, the upper five to six feet of soil is fill consisting of slightly silty, gravelly sand that. was brought to the property from an off-site source. The report notes, that based on the observed difficulty of excavation throughout this fill, it appears to be medium-dense and to have been compacted in lifts when it was placed throughout the site. Underlying the fill was 12 to 18-inch think layer of silt and organic silt that appeared to have been the original topsoil before the fill was placed on site. The surface organics were removed before laying the fill over the topsoil. Beneath the topsoil, the geologist encountered three to four feet of loose silt, underlain by loose to medium-dense, silty sand. The geologist notes that the soils beneath the topsoil are typically of the sediments that have been deposited in the Kent/Renton Valley by flooding and meandering of rivers and streams following the recession of the glaciers over 10,000 years ago. The report states that based on the observed conditions, the commercial building can be supported on conventional foundations. However, in order to reduce the potential for excessive post- construction differential settlement for the building, the geotechnicial engineer recommends the following mitigation measures: site&erC.doc • Keep the foundation subgrade elevations as close to the existing ground surface as possible, in order to maximize the thickness of compacted fill between the footings and the soft, organic silt and loose alluvium. City of Renton PIBIPW Department Ad.ative Conditional Use, Administrative Site PI.proval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 3 of 13 • Ensure that the fill within two feet of the bottoms of all foundations is compacted to a minimum of 95% of the maximum modified proctor (ASTM Test 0-1557) dry density. • Utilize only continuous footings, even to support interior columns and walls. • Reinforce the continuous footings sufficiently so that they could theoretically span a minimum distance of ten feet without support. • The floor slab should be underlain by at least 12-inches of structural fill compacted to a minimum 95% relative compaction. Floor slabs should also be reinforced with rebar to limit cracking if differential settlement does occur. Staff recommends the applicant comply with the above-mentioned conditions in order to mitigate potential construction impacts to the proposed structure. Potential erosion impacts that could occur during project construction would be adequately mitigated by City Code requirements and SEPA mitigation measures. In order to limit impacts to neighboring properties, staff recommends that the applicant be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed in accordance with the 2001 Department of Ecology Manual (DOE) and a Construction Mitigation Plan prior to issuance of Construction Permits. Mitigation Measures: 1. Keep the foundation subgrade elevations as close to the existing ground surface as possible, in order to maximize the thickness of compacted fill between the footings and the soft, organic silt and loose alluvium. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 2. Ensure that the fill within two feet of the bottoms of all foundations is compacted to a minimum of 95% of the maximum modified proctor (ASTM Test 0-1557) dry density. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 3. Utilize only continuous footings, even to support interior columns and walls. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 4. Reinforce the continuous footings sufficiently so that they could theoretically span a minimum distance of. ten feet without support. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 5. The floor slab should be underlain by at least 12-inches of structural fill compacted to a minimum 95% relative compaction. Floor slabs should also be reinforced with rebar to limit cracking if differential settlement does occur. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 6. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed in accordance with the 2001 Department of Ecology Manual (DOE) and a Construction Mitigation Plan prior to issuance of Construction Permits. Policy Nexus: SEPA Environmental Regulations; 2001 DOE Erosion Control Manual (2) Water Impacts: The applicant has submitted a Drainage Report prepared by Rykels Engineering Group, Inc., dated February 2004 with the land use application. The report indicates that on-site surface. water currently sheet flows across the property to Lind Avenue SW. The report notes that there are no streams, ponds or other significant hydrologic features identified on the site. From Lind Avenue SW, the flow is dispersed into a 54-inch storm drain that ultimately drains to Springbrook Creek. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site pepproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 4 of 13 The applicant proposes to discharge the stormwater runoff generated from this development to a detention facility that was constructed as a result of the previous commercial short plat. The detention facility has been designed in accordance with the 1990 King County Surface Water Design Manual for detention and water quality. From the detention facility, stormwater will be piped to the 54-inch storm drain that is located within Lind Avenue SW. According to the drainage report, no evidence was found that would support the overtopping of the existing system, which would indicate there is a problem with the proposed stormwater design. However, prior to the issuance of construction permits for the installation of the stormwater system, staff will verify the proposed drainage facility is appropriately designed to accommodate stormwater runoff generated from the proposed development. Mitigation Measures: None. Nexus: N/A (3) Transportation Impacts: According to the traffic analysis conducted by staff the proposal is consistent with current City transportation policy and planned in a matter that is safe and efficient with existing traffic patterns in this area of the City. Staff determined that the proposal would likely create 84.15 additional daily trips to the City's road system. As the site has direct access to Lind Avenue SW and provides adequate egress and ingress with ample parking, staff does not expect queuing issues within the public right-of-way to result. Nevertheless, the proposal would result in an increase in traffic trips to the City's street system. Therefore, staff recommends that the applicant be required to pay the appropriate traffic mitigation fee. The Traffic Mitigation Fee is calculated at a rate of $75.00 per net new average daily trip associated with the project. The fee for this proposal is estimated at $6,311.25 (84.5 daily trips x $75.00 = $6,311.25). Staff recoml]lends that this fee be payable prior to the issuance of building permits. Mitigation Measures: The applicant shall pay the appropriate Traffic Mitigation Fee based on a rate of $75.00 for each new average weekday trip attributable to the project prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations: Transportation Mitigation Fee Resolution No. 3100, Ordinance 4527 (4) Fire I Emergency Services Impacts: The proposal would create 7,595 square feet of new commercial building area, which would potentially impact the City's Fire Emergency Services. Therefore, staff recommends that the applicant be required to pay a Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area. The fee is estimated at $3,949.40 ($0.52 x 7,595 new building area = $3,949.40) and is payable prior to issuance of the 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 prior to the issuance of building permits. Policy Nexus: SEPA Environmental Regulations; Fire Mitigation Fee Resolution No. 2913, Ordinance 4527 B. Recommendation Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: site&erc.doc City of Renton PIBIPW Department Ad.ative Conditional Use, Administrative Site P/epproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 5 of 13 DETERMINA TION OF NON-SIGNIFICANCE Issue DNS with 14 day Appeal Period. DETERMINA TION OF XX NON -SIGNIFICANCE -MIT/GA TED Issue DNS-M with 14 day Appeal XX Period. C. Mitigation Measures 1. Keep the foundation subgrade elevations as close to the existing ground surface as possible, in order to maximize the thickness of compacted fill between the footings and the soft, organic silt and loose alluvium. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 2. Ensure that the fill within two feet of the bottoms of all foundations is compacted to a minimum of 95% of the maximum modified proctor (ASTM Test 0-1557) dry density. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 3. Utilize only continuous footings, even to support interior columns and walls. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 4. Reinforce the continuous footings sufficiently so that they could theoretically span a minimum distance of ten feet without support. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 5. The floor slab should be underlain by at least 12-inches of structural fill compacted to a minimum 95% relative compaction. Floor slabs should also be reinforced with rebar to limit cracking if differential settlement does occur. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 6. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed in accordance with the 2001 Department of Ecology Manual (DOE) and a Construction Mitigation Plan prior to issuance of Construction Permits. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on a rate of $75.00 for each new average weekday trip attributable to the project prior to the issuance of building permits. 8. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area prior to the issuance of building permits. II PART THREE: ADMINISTRATIVE LAND USE ACTION -REPORT & DECISION This decision on the administrative land use action is made concurrently with the environmental determination. A. Type of Land Use Action XX Site Plan Review Shoreline Substantial Development Permit Conditional Use Bindin Site Plan ----~~~~~~~~~--~~---------Special Permit for Grade & Fill Administrative Code Determination B. Exhibits The following exhibits were entered into the record: Exhibit No.1: Project (yellow) file containing: application, proof of posting and publication,~ environmental review and other documentation pertinent to this request. Exhibit No.2: Drawing No. AO.1, Site Plan (Received March 4, 2004) Exhibit No.3: Drawing No. A1-1, Floor Plan (Received March 4, 2004) Exhibit No.4: Drawing No. A4-1, Elevations (Received March 4, 2004) site&erc.doc City of Renton PIBIPW Department Adneative Conditional Use, Administrative Site PI.proval & Environmental Review Committee Staff Report . CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 6 of 13 Exhibit No.5: Drawing No. L-1, Landscape Plan (Received March 4,2004) Exhibit No.6: Drawing No. P1-2, Utilities Plans (Received March 4,2004) Exhibit No.7: Drawing No.1 Neighborhood Detail Map (March 4, 2004) Exhibit No.7: Page H3W of the City of Renton Zoning Map Book C. Consistency with Site Plan Criteria In reviewing the proposal with respect to the Site Plan Approval Criteria set forth in Section 4-9-200 of the Site Plan Ordinance, the following issues have been identified by City Departmental Reviewers and Divisional Reviewers: 1. Conformance with the comprehensive plan, its elements and policies; Comprehensive Plan, Its Elements and Policies The subject site is designated Employment Area Valley (EAV) on the City's Comprehensive Plan Land Use Map. The EA V designation is intended to provide for a mix of employment-based uses, including commercial, office and industrial development to support the economic development of the City. The proposed retail use is consistent with the following EAV policies: • Policy LU-212.1: Develop the Renton Valley and the Black River Valley "areas as a place for a range and variety of commercial, office and industrial uses. • Policy LU-212.8: Recognize viable existing and new industrial uses in the Valley, while promoting the gradual transition of uses on sites with good access and visibility to more intensive commercial and office use. As proposed, the site layout and the proposed use generally complies with the policies and the intent of the Comprehensive Plan. 2. Conformance with existing land use regulations; The site is located within the Medium Industrial (1M) zoning designation. The purpose of the 1M zone is to provide for medium-intensity industrial activities involving manufacturing, processing, and assembly and warehousing. Other uses are permitted provided they are compatible with the surrounding industrial/commercial uses. The 1M zone allows prinCipal retail uses to occur when located within the Employment Area Valley Comprehensive Plan land use designation, which this project site is. In this case, the applicant has proposed to construct a 7,595 square foot commercial building that would be utilized as a retail bicycle store. In general, the proposal appears to be consistent with the range of uses permitted in the 1M zoning designation, provided that it is located within the Employment Area Valley land use designation area. Density -There is no minimum or maximum density requirement within the 1M zone, as residential uses are not permitted. As the project does not contain a residential component, the development is not subject to density. Lot Coverage -The 1M zone does not limit the amount of building coverage permitted within this zone. Nevertheless, the proposed building would generate a building lot coverage of 21 % (7,595 building footprint / 36,729 lot area = 21%). Setbacks -The 1M zone requires a minimum front yard street setback of 15 feet. The 1M zone also requires a minimum setback of 50 feet if abutting or adjacent to a residentially zoned property. In this case, the property is not adjacent to property designated residential on the City's Zoning Map; therefore, the project is only subject to a 15-foot front yard setback from Lind Avenue SW. As proposed, the project complies with the required 1M zoning setbacks prescribed by City code. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site pepproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 7 of 13 Landscaping -The applicant has proposed a 15-foot wide site-obscuring landscape buffer along the western property (Lind Avenue SW) boundary and a 10-foot wide landscape buffer along the eastern property boundary (30-foot access easement), which exceeds the landscaping requirements prescribed by City code for this area of the City. The landscaping proposed along Lind Avenue SW would consist of six deciduous shade trees (Norway Maple, Little Leaf or Red Oak), four large evergreen flowering shrubs (Forest Flame Pieris, Photinia or Portuguese Laurel), along with vari~d ground cover. The landscaping proposed along the 30-foot access easement would consist of three deciduous shade trees, 13 Conifer trees and varied ground cover. The applicant has also proposed to install a small landscaping strip along the southern property boundary that would consist of evergreen shrubs and various ground cover. As proposed, staff anticipates the landscape palette to provide sufficient landscaping and does not recommend any additional plantings. Height -The 1M zone does not limit the building height. Nevertheless, the applicant has proposed to construct a one-story building that would be approximately 23 feet in height above finished grade. Pedestrian Access - A pedestrian connection is required to be provided from the public entrance of the building to the street frontages. The site plan includes adequate pedestrian access from the Lind Avenue SW and the northern now of parking stalls to the building entrance. However, staff is recommending that the applicant provide a pedestrian connection from the southern row of parking stalls to the building entrance as a condition of site plan approval (see discussion below). Parking/Circulation -The parking regulations require a minimum of four parking stalls per 1,000 square feet up to a maximum of five parking stalls per 1,000 square feet of retail sales area. The 7,595 square feet retail building requires a minimum of 31 parking stalls (7.59 x 4 = 31) to a maximum of 38 parking stalls (7.59 x 5 = 38). As a result of the required ratios, the applicant has proposed to provide 33 parking stalls, which 23 are designed to be standard stalls (9' x 20'), eight compact stalls (8.5' x 16') and two ADA accessible stalls. The parking would be accessed from Lind Avenue SW from both the 30-foot wide access easement located in the northwest corner of the site and via a new a new 24-foot wide drive aisle off of Lind Avenue SW located near the southwestern corner of the site. The parking stalls are proposed to be located adjacent to the southern property boundary, south of the proposed building. The parking regulations specify standard stall dimensions of 9 feet by 20 feet and compact stall dimensions of 8Y2 feet by 16 feet. Compact spaces are not allowed to exceed 30% of the required spaces and must be marked. An aisle width of 24 feet is required for 90 degree parking stalls, 20 feet is required for 60 degree parking stalls and 12 feet is required for 45 degree parking stalls. Stall lengths may also be reduced by 2 feet provided there is sufficient area to safely allow the overhang of a vehicle without protruding into required landscape areas. As proposed, the project would comply with the required number of on-site spaces for the established uses of the property. In addition, the project would comply with the minimum stall and aisle dimensions and amount of ADA and compact parking stalls requirements specified by the Parking Regulations. 3. Mitigation of impacts to surrounding properties and uses; The subject site is currently vacant; however, upon project completion the site would be utilized as a commercial/retail bicycle sales and service facility. In an effort to minimize the impact of the proposed commercial project on the surrounding neighborhood, the applicant has proposed to limit the size of the proposed building to a maximum of 7,595 square feet, while also limiting the height to one-story (approximately 23 feet). The applicant has designed a unified development to serve the surrounding area, while incorporating ample on-site parking, extensive perimeter landscaping and an articulated building design. The proposed building has been designed to include horizontal site&erc.doc City of Renton PIBIRW Department Ad.rative Conditional Use, Administrative Site pepproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 8 of 13 siding, a storefront entryway with large glass display windows, and a steep pitched entry roof with varied modulation. Additionally, the applicant has proposed to incorporate a five to 15-foot wide landscaping strip around the entire perimeter of the property. The landscaping includes several varieties of shrubs and trees as well as fencing material. Lastly, the development has been designed to maintain a minimum of a 15-foot building setback from all property lines. 4. Mitigation of impacts of the proposed site plan to the site; The project has been designed to be a cohesive, well-planned development, while providing ample on-site parking near the building entrance and good pedestrian access and circulation throughout the site. The site layout has the commercial structure organized such that the building has good visibility from Lind Avenue SW, via being located near the northwestern corner of the site (adjacent to Lind Avenue SW and the 3D-foot private access easement). The building placement allows for ample (33 parking stalls) on-site parking to the south of the proposed building. This, in combination with the proposed perimeter landscape strip, provides an exceptionally large separation, buffering the neighboring properties to the east and south. The 7,595 square foot retail building has been generally designed as a rectangular shaped building; however, the applicant has "stair-stepped" the western facade of the building with large 90-degree angle articulations. In this articulated portion of the building (fronting Lind Avenue SW), the applicant has proposed to incorporate a cohesive landscape plan, which acts to soften the hard edges of the building fayade. This building is situated approximately 15 feet from the western property boundary (Lind Avenue SW). In addition, the building is situated such that customers can easily access (drive and/or walk/ride) the retail store without interrupting normal vehicular traffic flow on Lind Avenue SW or within the site. Staff does not expect the proposal to adversely impact the site, as the applicant has a well designed building placement, is limiting the total building lot coverage to less than 22% and is also limiting the buildings to one-story (approximately 23 feet in height). The project has been designed to be an organized development to serve the surrounding area, while incorporating on-site parking, extensive landscaping and modern building construction. In addition, the proposed building has been designed to have horizontal siding, a storefront entryway with large glass display windows, and a steep pitched entry-roof with varied modulation. There are no known significant natural features within the project site, which would be impacted by the development. All construction activities would be required to utilize best management practices and adhere to the mitigation measures contained within the environmental SEPA review portion of this report, which would reduce potential construction impacts to the site. 5. Conservation of area-wide property values; The proposal would allow for the development of an existing commercial/industrial area of the City. The applicant has proposed to construct a 7,595 square foot retail building, which would ultimately be utilized as a retail sales and serve bicycle shop. The project has been designed to be a cohesive development to serve the surrounding area, while incorporating ample on-site parking, extensive landscaping and modern building construction. Specifically, the buildings have been designed to be one-story in height and approximately 23 feet above grade. As such, staff expects the project to conserve or potentially enhance area-wide property values in this vicinity of the City. 6. Safety and efficiency of vehicle and pedestrian circulation; The applicant has proposed to serve the site via two ingress/egress driveways from Lind Avenue SW. Specifically, the site has been designed to incorporate the use of a 3D-foot wide access easement, which connects to Lind Avenue SW is located adjacent to the site's northern property site&erc.doc City of Renton PIBIPW Department Ad4ative Conditional Use, Administrative Site PI.proval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 9 of 13 boundary. The easement was created as a result of the commercial short plat that was conducted on the property in the early 90's (LUA 97-159). The applicant is also proposing to construct a 24- foot wide curb cut near the southwest corner of the site, which would provide direct access to Lind Avenue SW. It should be noted that each driveway is proposed to be a full-movement ingress/egress onto Lind Avenue SW. Entering the site, the applicant has provided a minimum of 24-foot wide drive aisles, which allow vehicles to maneuver throughout the site to their desired parking stall. The applicant has also designed the traffic flow and parking stall locations in such a manner that would minimize any potential dangerous situations with customers exiting their vehicles. This has been accomplished by providing ample parking near the building entrance. In addition, the applicant has situated the building to be directly adjacent to Lind Avenue SW so that pedestrians walking and/or riding along that public right-of-way have direct access to the building without having to enter into the parking areas. The applicant has not noted a delivery stall for the proposed retail building. Therefore, in order to ensure that a delivery truck parking space is provided for the retail use (which staff expects to have daily/weekly deliveries), staff recommends as a condition of site plan approval that the applicant designate one of the parking stalls be for delivery use only. A pedestrian connection from the southern strip of parking to the building entrance is not shown on the site plan. Therefore, in order to ensure safe pedestrian passage from the southern row of parking to the proposed retail store, staff recommends that a striped pedestrian connection be installed. This condition would ensure safe pedestrian maneuverability between the proposed southern parking area and the building entrance. 7. Provision of adequate light and air; Staff does not anticipate the blockage of light and/or air to the subject site or to the surrounding properties. In fact, the building layout has been designed to provide adequate vehicular maneuverability by providing large open spaces within the site, which also promotes air and light circulation. In additon, the applicant has proposed to limit the building to one-story and approximately 23 feet in height. As the building is proposed to be limited in height, staff does not expect the structures to cast significant shadows or block normal air flow within the site or on neighboring properties. The building has been designed to include large store front windows, which will also allow adequate light and air to circulate throughout the proposed buildings. At this time, the applicant has not proposed to include any exterior parking/security lights throughout the parking areas within the site. Therefore, staff recommends that the applicant be required to demonstrate the site has adequate exterior lighting, or install lighting to provide a safe environment. In the event any exterior lighting is installed, staff anticipates the proposed building and landscaping areas to provide an adequate buffer to the neighboring residents. However, as part of the building permit review process, the applicant will be required to demonstrate that no building and/or parking/security lighting will spill into the street or neighboring properties as a result of this proposal. 8. Mitigation of noise, odors and other harmful or unhealthy conditions; The proposal is not expected to create any harmful or unhealthy conditions. Moreover, the subject site is currently vacant and would be utilized as a retail/commercial bicycle sales and service use upon project completion. In addition, the applicant has proposed to provide a five to 15-foot wide perimeter landscaping strip along each property boundary, which will help to minimize any visual and noise impacts associated with the commercial use. As proposed, staff does not expect the commercial uses to create significant noise and odor impacts above existing conditions within this industrial/commercial area of the City. Lastly, noise, dust and odor, which may result from the temporary construction of the site, would be mitigated by the applicant's construction mitigation plan and all project related conditions. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site pepproval & Environmental Review Committee Staff Report . CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 10 of 13 Upon project completion, the applicant has proposed to locate a fully enclosed dumpster area near the southeast corner of the building. Specifically, the application has proposed an SO square foot dumpster area, near the side of the building and parking area. The dumpster area would include a six-foot high fence with a gate for service and access. As proposed, staff does not expect to the dumpster to create any harmful or unhealthy conditions. 9. Availability of public services and facilities to accommodate the proposed use; and The subject site is adequately served by public services and facilities. The proposal would not require the extension of services or further improvements, provided all conditions of approval are met, advisory notes are adhered to and all fees paid. 10. Prevention of neighborhood deterioration and blight. As noted above, the subject site is currently vacant and would ultimately be utilized as a retail bicycle sales and service shop. Staff expects the development of the site, including a new building, ample on-site parking and cohesive landscaping to be a benefit to the community and the existing neighborhood. Therefore, no deterioration or blight is expected to occur as a result of this proposal. xx Co ies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. D. Findings, Conclusions & Decision Having reviewed the written record in the matter, the City now enters the following: 1) Request: The Applicant has requested Environmental (SEPA) Review and Administrative Site Plan Approval for the Center Cycle Project No. LUA-04-02S, SA-A & ECF. 2) Environmental Review: The applicant's file containing the application, State Environmental Policy Act (SEPA) documentation, the comments from various City departments, the public notices requesting citizen comment, and other pertinent documents was entered as Exhibit No.1. 3) Site Plan Review: The applicant's site plan application complies with the requirements for information necessary for site plan review. The applicant's site plan and other project drawings are entered as Exhibits No.2 through 6. 4) Comprehensive Plan: The subject proposal is consistent with the Comprehensive Plan designation of Employment Area Valley (EAV), provided all advisory notes and conditions of approval are complied with. 5) Zoning: The Site Plan as presented, complies with the zoning requirements and development standards of the Medium Industrial (1M) Zoning designation, provided all advisory notes and conditions of approval are complied with. 6) Existing Land Use: Land uses surrounding the subject site include: North: Industrial warehousing, zoned Medium Industrial (1M); East: Industrial/commercial, zoned Medium Industrial (1M); South: Industrial/commercial, zoned Medium Industrial (1M); West: Industrial warehousing, zoned Light Industrial (IL). E. Conclusions 1) The subject proposal complies with the policies and codes of the City of Renton, provided all advisory notes and conditions of approval are complied with. 2) The proposal complies with the Comprehensive Plan designation of Employment Area Commercial (EAV); and the Zoning designation of Medium Industrial (1M), provided all advisory notes and conditions of approval are complied with. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site P/epproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 11 of 13 3) Environmental (SEPA) review was conducted on the site in conjunction with._ the Administrative Site Plan Review Permit application. F. Decision The Site Plan Review for the Center Cycle, File No. LUA-04-028, SA-A & ECF, is approved subject to the following conditions: 1. The applicant shall be required to designate one of the on-site parking stalls to be for delivery only. The stall shall be clearly marked and/or signed prior to the issuance of a certificate of occupancy. 2. The applicant shall be required to install a striped pedestrian connection from the southern row of parking to the building entrance. The pedestrian connection shall be completed prior to the issuance of a certificate of occupancy. 3. The applicant shall be required to demonstrate the site has adequate exterior lighting, or install lighting to provide a safe environment for customers utilizing the on-site parking area. This condition shall be completed prior to issuance of a certificate of occupancy and be subject to the review and approval of the Development Services Division. EFFECTIVE DATE OF DECISION ON LAND USE ACTION: SIGNATURES: Neil Watts, Development Services Director TRANSM/7TED this 16th day of April, 2004 to the owner, applicant and contact: Pacific Exchange Company (owner) C/O Powell Development Company PO 8ox97070 Kirkland, WA 98083 Dave Groom (Applicant) Center Cycle 20th SW th Street #6 Renton, WA 98055 Tro-Jan Ronhovde (Contact) The Ronhovde Architects 6625 South 190th Street # 8-105 Kent, W A 98032 TRANSM/7TED this 16th day of April, 2004 to the following: Jennifer Henning, DevelopmenVPlanning Larry Meckling, Building Official Stan Engler, Fire Prevention Kayren Kittrick, Public Works Division Lawrence J. Warren, City Attorney South County Journal Date Environmental Determination and Land Use Decision Appeal Process Appeals of either the environmental determination [RCW 43.21.C075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM May 3, 2004. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site P/epproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 12 of 13 If no appeals are filed by this date, both actions will become final. 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. 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. 3. Commercial, multi-family, new single-family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m. No work shall be permitted on Sundays. 4. All landscaping shall be irrigated by an approved irrigation system prior to final occupancy permits. Fire Prevention 1. The preliminary fire flow is 3,500 gpm for the building. One hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structures. 2. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Building 1. Building, Electrical, plumbing and Mechanical permits will be required. Plan Review -WATER 1. The Water System Development Charges are based on a rate of $0.213 x the total square feet of the building site. Estimated fees based on the entire site plan is $7,823.28 (36,729 sq.feet x $0.213). Payment of fees will be required prior to issuance of building permit. 2. Preliminary fire flow required by the fire department is 3,500 gpm. Four hydrants are required to serve this site. 3. Applicant must show the location of all existing hydrants to be counted for this project. One hydrant shall be within 150 feet and three additional shall be within 300 feet of the structure. 4.· EXisting hydrants to be counted, as fire protection shall be retrofitted with a quick disconnect Storz fitting if not already installed. Note on plan if required. 5. A water main extension is not required to serve the site. 6. Landscape irrigation systems will require a separate permit for the irrigation meter and approved backflow device is required to be installed. A plumbing permit will be required. Plan Review -SANITARY SEWER 1. The Sewer System Development Charges are based on a rate of $0.126 x the total square feet of the building site. Estimated fees based on the entire site plan is $4,627.85 (36,729 sq. feet x $0.126). Payment of fees will be required prior to issuance of building permit. 2. A sanitary sewer extension is not required to serve the site. 3. If final finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. Please note on the construction plans. Plan Review -SURFACE WATER 1. The Surface Water System Development Charges are based on a rate of $0.249 x the total square feet of the new impervious surface area of the site. Estimated fees based on the entire site plan is $7,316.37 (29,383 sq. feet x $0.249). Payment of fees will be required prior to issuance of building permit. 2. A drainage report has been submitted and reviewed. The drainage report complies with the requirements for detention and water quality design per the 1990 KCSWM. Applicant proposes to discharge surface water into existing facility built just east of the site as part of the Powell Short Plat. 3. An erosion control plan will be required. site&erc.doc City of Renton PIBIPW Department Ad.rative Conditional Use, Administrative Site P/epproval & Environmental Review Committee Staff Report CENTER CYCLE LUA-04-028,SA-A, ECF REPORT AND DECISION OF APRIL 13,2004 Page 13 of 13 Plan Review -TRANSPORTATION 1. Sidewalk will be required to be extended along Lind Ave SW. fronting the site. This has been shown on the plans. Plan Review -GENERAL 1 . Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 2. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 3. Rockeries or walls to be constructed greater than 4 feet in height will require a separate building permit and the following note shall be added to the civil plans: "Rockeries greater than 4 feet in height will require a separate building permit. A licensed engineer with geo- technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project." 4. All plans shall conform to the Renton Drafting Standards. 5. 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. 6. Separate permits for a side sewer, domestic water meter, landscape irrigation meter and any backflow devices will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 7. Applicant shall be responsible for securing all necessary easements for utilities and/or street improvements. site&erc.doc ~O/8~/~ lVHIWanS lV"O~ddV NVld 311S NO.l9NIHSVM 'NO.lN3t1 MS 31\ V aNn osse 310A~ t:l3J.N30 - ------------ ~~~ ------ ~ _$IJI(['uOI<l c:J 14.··"",,~' • , ..... ·,.""" ..... _t • 'IQItIooDII ....... ....;u _UTIIt,C(OQjllt a,lQItIoop ... e'fOeI,., c::: ~::::1~~1f ..... ~TD': .... r "'" , , RENTON CYCLE CENTER, RENTON, WA A PORTION OF THE SW/4 OF SEC. 30, TWP 23N, RGE 5E, W,M. 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Umits _ Book Pages Boundary I RM-N I Residential MulU-Family Neighborhood Center ~ Commercial Office- KROlL I RH-C I Residential Multi-Family Suburban Center ~ Convenience Commercial IRH-T I Residential Multi-Family Traditional I "H-U I Residential Multi-Family Urban Center" • May include Overlay Districts. See Appendix maps. For additional regulations in Overlay Districts, please see RMC 4-3. PAGE PAGE# INDEX SECTtTOWNIRANGE PROPERTY S+ES FEE REVIEW #2004- ~ DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP ~ ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 APPLICANT: Thg' ~~"~VL ~ ~£~' °:::C;IVED FROM JOB ADDRESS: ~ Lt-.n,O '5 won (date) NATURE OF woRIC=jis~ ~&kL& '0 (d.s~ GREEN--# ----- o SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED NEED MORE INFORMATION: CK SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED 0 SQUARE FOOTAGE o NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE o o o LEGAL DESCRIPTION VICINITY MAP OTHER o VESTED 0 NOT VESTED o This fee review supersedes and cancels fee review # ____ clated __ ----:::=---:-___ ' o PARENT PID# (subject to changeL o King Co. Tax Acct# (new) SUBJECTPROPERTYPID# \253(00 -ooto 0 It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SOC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building PermitfConstructionPermit application. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER Latecomer Agreement (pvt)WASTEWATER Latecomer A2I"eement (pvt)OTHER Special Assessment District/W ATER Special Assessment District/W ASTEW ATER Joint Use Agreement (METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS I SYSTEM DEVELOPMENT CHARGE -WATER HOFUNITS/ SDC FEE o Pd Prevo o Partially Pd (Ltd Exemption) . ~ Never Pd SQ. FfG. Single family residential $1,525/unit x Mobile home dwelling unit $1220iunit in park Apartment, Condo $915/unit not in CD or COR zones x Commercial/Industrial, $O.213/sq. ft. of property (not less than $1525.00) X 3<p "=12~t '7-\ ~2,3. 2'K Boeing, by Special Agreement/Footprint of Bldg pins 15 ft perimeter (2,800 GPM threshold) , I SYSTEM DEVELOPMENT CHARGE -WASTEW 1§l:.R o Pd Prev. 0 Partially Pd (Ltd Exemption) • Never Pd Single family residential dwelling unit $900/unit x Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x CommerciallIndustrial, $O.126/sq. ft. of property (not less than $900.00) X ~~(o 112-CJ '-\: \ (o:J,"+, ~<:; REDEVELOPMENT CREDIT: (New -Old Flow)/New Flow X Above Fees , J SYSTEM DEVELOPMENT CHARGE -SURFACEWATER o Pd Prevo 0 Partially,Pd (Ltd'Exemption) 'fi Never Pd Sin~le family residential and mobile home dwelling'urtit $715/unit x All other properties $0.249/sq ft of new impervious area of property x ;<.q, S& ~ 7--) -3 \ lp ;31-(not less than $715.00) ./ I PRELIMINARY TOTAL $ 1~~~T,S0 1 , ~gnatufe 0 eviewing Authority DATE *If s~ect property is within an LID, it is developer's responsibility to check with the Finance Dept. for paid/un-paid status. , **The square footage figures used are taken from the King County Assessor's map and are approximate only. EFFECTIVE January 1, 2004 '< ID SIJ 11 11 ID < .., ID >l ;:I 0 'j - I\) 0 0 "'" ENVIRONMENTAL DETERMINATION ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: Center Cycle PROJECT NUMBER: LUA-04-028, SA-A, ECF LOCATION: 3850 Lind Avenue SW DESCRIPTION: The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. l"he new building will ultimately contain a retail bicycle store with associated equipment and repair. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals 0 f either t he environmental determination [RCW 43.21.C075(3), WAC 1 97-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM May 3, 2004. If no appeals are filed by this date, both actions will become final. 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. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. i th 1st l------ .J 1L li'-- !64th St 1L ~ 1H <tl -0 -,5 ...:I: SW 27th SV ~ ii il II RC il il ~Oth st. ! :1 I. '---l~ II '1 I. SW 34th st. 1L SW 27th st. \ I. i! 1M jl 1,---"-- Ii SW 29Jh st. CA 167 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 include the project NUMBER when calling for proper file identification. CITY. RENTON Kathy Keolker-Wheeler, Mayor PlanningIBuildingIPUblic Works Department Gregg zimmerman P.E., Administrator April 16, 2004 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504~ 7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on April 13, 2004: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED PROJECT NAME: Center Cycle PROJECT NUMBER: LUA-04-028, SA-A, ECF LOCATION: 3850 Lind Avenue SW DESCRIPTION: The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. . . . . Appeals of either the environmental determination [RCW43.21.C075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00~PM May 3,2004. If no appeals are filed by this date, both actions will become final. 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 MuniGipal Code Section 4-8-110. 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) 430-1219 ~~committee, 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~n~c1~QS~Ur~e _______________________________________ ~R' 'EN' TON" 1055 South Grady Way -Renton, Washington 98055 * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE n.<;,,, .. ,,-.·Wheeier, Mayor April 16, 2004 Tor-Jan Ronhovde The Ronhovde Architects 6625 South 190th Street #B-1 05 Kent; WA 98032 SUBJECT: Center Cycle Project No. LUA-04-028, SA-A, ECF Dear Mr. Ronhovde: CITY. RENTON PlanningIBuildinglPublic Works Department Gregg Zimmerman P.E., Administrator This letter is written on behalf of the Environmental Review Committee (ERC) and the Development Services Director and is to advise you that they have completed their review of the subject project. The ERC, on April 13, 2004, issued a threshold Determination of Non-Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. The Development Services Director, on April 13, 2004, approved .the Site Plan with conditions. Please refer to the staff report and decision enclosed. Appeals of either the environmental determination [RCW 43.21.C075(3), WAC 197-11-680] andforthe land use decision must be' filed in writing on or before 5:00 PM May 3,2004. If no appeals are filed· by this date, "both actions will become final. Appeals must be filed in writing together with the required $75.09applicatiOr'l fee with: Hearing Examiner, City of Renton, 1055 South GradyWay, Renton, WA98055 . .A.ppeals to the.Examiner are 9qvernedby City of Renton Municipal Code Section 4~8-110.Additional information regarding the appeal process maybe obtained from the Renton City Clerk's Office, (425) 430-651d: . . 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.' . For the Environmental Review Committee, Jason E. Jordan Senior Planner cc: Dave Groom fApplicant Pacific Exchange Company fOwner Enclosure -------------1-05-5-S-o-u-th-G-r-a-dy--w-~---R-e-n-to-n-,W--as-h-in-g-to-n-9-8-0-55-------------~ * This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE -CITY OF RENTON e DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): APPLICANT: PROJECT NAME: DESCRIPTION OF PROPOSAL: LOCATION OF PROPOSAL: LEAD AGENCY: LUA-04-028, SA-A & ECF Dave Groom Center Cycle The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. 3850 Lind Avenue SW 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 either the environmental determination [RCW 43.21.C075(3), WAC 197-11-680] and/or the land use decision must be filed in writing on or before 5:00 PM May 3, 2004. If no appeals are filed by this date, both actions will become final. 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. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6510. PUBLICATION DATE: April 19, 2004 DATE OF DECISION: April 13, 2004 SIGNATURES: Dennis Culp, Administra or ~~ DATE Renton Fire Department CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MITIGATION MEASURES APPLICATION NO(S): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: DESCRIPTION OF PROPOSAL: LEAD AGENCY: MITIGATION MEASURES: LUA-04-028, SA-A, ECF Center Cycle Dave Groom 3850 Lind Ave SW The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. The City of Renton Department of Planning/Building/Public Works Development Planning Section 1. Keep the foundation s ubgrade elevations as close tot he existing ground surface asp ossible, in order to maximize the thickness of compacted fill between the footings and the soft, organic silt and loose alluvium. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 2. Ensure that the fill within two feet of the bottoms of all foundations is compacted to a minimum of 95% of the maximum modified proctor (ASTM Test 0-1557) dry density. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 3. Utilize only continuous footings, even to support interior columns and walls. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 4. Reinforce the continuous footings sufficiently so that they could theoretically span a minimum distance of ten feet without support. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 5. The floor slab should be underlain by at least 12-inches of structural fill compacted to a minimum 95% relative compaction. Floor slabs should also be reinforced with rebar to limit cracking if differential settlement does occur. This condition shall be subject to the review and approval of the Development Services Division prior to building permit issuance. 6. The applicant shall be 'required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed in accordance with the 2001 Department of Ecology Manual (DOE) and a Construction Mitigation Plan prior to issuance of Construction Permits. 7. The applicant shall pay the appropriate Traffic Mitigation Fee based on a rate of $75.00 for each new average weekday trip attributable to the project prior to the issuance of building permits. 8. The applicant shall pay the appropriate Fire Mitigation Fee based on a rate of $0.52 per square foot of new commercial building area prior to the issuance of building permits. CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE-MITIGATED ADVISORY NOTES & CONDITIONS APPLICATION NO(S): PROJECT NAME: APPLICANT: LOCATION OF PROPOSAL: DESCRIPTION OF PROPOSAL: LEAD AGENCY: LUA-04-028, SA-A, ECF Center Cycle Dave Groom 3850 Lind Ave SW The applicant is proposing to construct a 7,595 square foot single-story commercial building within the Medium Industrial (1M) zoning designation. The new building will ultimately contain a retail bicycle store with associated equipment and repair. The City of Renton Department of Planning/Building/Public Works Development Planning Section 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 1st and March 31st of each year. The Development Services Division's approval of this work is required prior to final inspection and approval of the permit. 3. Commercial, multi-family, new single-family and other nonresidential construction activities shall be restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight o'clock (8:00) p.m; No work shall be permitted on Sundays. 4. All landscaping shall be irrigated by an approved irrigation system prior to final occupancy permits. Fire Prevention 1. The preliminary fire flow is 3,500 gpm for the building. One hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structures. 2. Provide a list of the flammable, combustible liquids and any hazardous chemical to be used or stored on site. Building 1. Building, Electrical, plumbing and Mechanical permits will be required. Plan Review -WATER 1. The Water System Development Charges are based on a rate of $0.213 x the total square feet of the building site. Estimated fees based on the entire site plan is $7,823.28 (36,729 sqJeet x $0.213). Payment of fees will be required prior to issuance of building permit. 2. Preliminary fire flow required by the fire department is 3,500 gpm. Four hydrants are required to serve this site. 3. Applicant must show the location of a"xisting hydrants to be counted for this prot. One hydrant shall be within 150 feet and three additional shall be within 300 feet of the structure. 4. Existing hydrants to be counted, as fire protection shall be retrofitted with a quick disconnect Storz fitting if not already installed. Note on plan if required. 5. A water main extension is not required to serve the site. 6. Landscape irrigation systems will require a separate permit for the irrigation meter and approved backflow device is required to be installed. A plumbing permit will be required. Plan Review -SANITARY SEWER 1. The Sewer System Development Charges are based on a rate of $0.126 x the total square feet of the building site. Estimated fees based on the entire site plan is $4,627.85 (36,729 sq. feet x $0.126). Payment of fees will be required prior to issuance of building permit. 2. A sanitary sewer extension is not required to serve the site. 3. If final finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. Please note on the construction plans. Plan Review -SURFACE WATER 1. The Surface Water System Development Charges are based on a rate of $0.249 x the total square feet of the new impervious surface area of the site. Estimated fees based on the entire site plan is $7,316.37 (29,383 sq. feet x $0.249). Payment of fees will be required prior to issuance of building permit. . 2. A drainage report has been submitted and reviewed. The drainage report complies with the requirements for detention and water quality design per the 1990 KCSWM. Applicant proposes to discharge surface water into existing facility built just east of the site as part of the Powell Short Plat. 3. An erosion control plan will be required. Plan Review -TRANSPORTATION 1. Sidewalk will berequired to be extended along Lind Ave SW. fronting the site. This has been shown on the plans. Plan Review -GENERAL 1. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall b.e submitted for approval prior to any permit being issued. 2. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the Development Services Division. 3. Rockeries 0 r walls to be constructed greater than 4 feet in h eight will require a separate building permit and the following note shall be added to the civil plans: "Rockeries greater than 4 feet in height will require a separate building permit. A licensed engineer with geo- technical expertise must De retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project." 4. All plans shall conform to the Renton Drafting Standards. 5. 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. 6. Separate permits for a side sewer, domestic water meter, landscape irrigation meter and any backflow devices will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 7. Applicant shall be responsible for securing all necessary easements for utilities and/or street improvements. Conditions 1. The applicant shall be required to designate one-of the on-site parking stalls to be for delivery only. The stall shall be clearly marked and/or signed prior to the issuance of a certificate of occupancy. 2. The applicant shall be required to install a striped pedestrian connection f rom the southern row 0 f parking tot he building entrance. The pedestrian connection shall be completed prior to the issuance of a certificate of occupancy. 3. The applicant shall be required to demonstrate the site has adequate exterior lighting, or install lighting to provide a safe environment for customers utilizing the on-site parking area. This condition shall be completed prior to issuance of a certificate of occupancy and be subject to the review and approval of the Development Services Division. • NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M) DATE: March 19, 2004 LAND USE NUMBER: LUA04-028, SA-A. ECF PROJECT NAME: Center Cycle PROJECT DESCRIPTION: The applicant is proposing to construct anew 7 ,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same year. PROJECT LOCATION: 3850 Lind Ave SW OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED (DNS-M): As the Lead Agency. the City of Renton has determined that significant environmental impacts are unlikely tor esult from the proposed project. Therefore, as permitted under the RCW 43.21C.110, 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 0 f t he Threshold 0 etermination 0 f N on-Significance- Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 4, 2004 NOTICE OF COMPLETE APPLICATION: March 19, 2004 APPLlC.;NT/PROJECT CONTACT PERSON: Tor-Jan Ronhonde tel: (425) 650-0500 email: torjan@ronhondearchitects.com Permits/Review Requested: Other Permits which may be required: Requested Studies: Location: where application may be reviewed: ' CONSISTENCY OVERVIEW: Land Use: Environmental Documents that Evaluate the Proposed Project: Development Regulations Used For Project Mitigation: Environmental (SEPA) Review, Site Plan Approval Building Permits, Fire Permits N/A Planning/Building/Public Works Department, Development Services D.ivision, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA 98055 Medium Industrial (1M) N/A The project will be subject to the City's SEPA Ordinance, Zoning Code, Critical Areas Regulations, Public Works Standards, Uniform Building Code, Uniform Fire Code and other applicable codes and regulations as appropriate. Prop,9sed Mitigation Measures: • 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. 3. Temporary Erosion and Sedimentation Control Measures shall be installed and maintained to the satisfaction of the representative of the Development Services Division for the duration of the project. 4. The applicant will be required to follow the recommendations contained with the Geotechnical Engineering Study prepared for this project with regard to the disturbance, preparation and construction of the site. Comments on the above application must be submitted in writing to Jason E Jordan, Senior Planner, Development Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on April 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 Tel: (425) 430-7219 I PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I ~ ~ !i: "V "" / 1L !1 39th 5t. 8B 1M 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: LUA04-028, SA-A, ECF I Center Cycle NAME: __________________________________________________ _ ADDRESS: ______________________________________________ _ TELEPHONE NO.: ______________ _ CI:rV • RENTON ... "n.K"r-Wheeler, Mayor ' P~glBuilding/PublicWorks Department Gregg ZimmermanP.E., Administrator March 19, 2004 Tor-Jan Ronhonde ' '6625 S 1901h Street 8-.105 , Kent, WA 98032. Subject Center Cycle . LUA-04.,.028, SA-A; ECF . ,. Dear Mr. Ronhoride: The Development Planning Section oftheCityof Rent6nhas determined that the subject application is complete according to submittal requirements and, ther~fbn~; is . accepted for review.' . . . '. .' ' .. It IS tentatively scheduledfofGcmsiderationby th~r=nvimrimehtaiReview. Committee on: April 13, 2004. Priortothat review; you wiHbe notifiedifanyadditional information is . required to continue. proc~ss.ing·yourappli~ati9n.;:· '........ .. Please contaCt me' at (425) 430~ 7219 if Y9U have any questions, Sincerely; ·.·.t7!f~ .. ' . Jason E. Jordan '. .'. .., . . Senior Planner. .' . . . . '. cc: Pacific Exchange Company fOwner. Dave Groom fApplicant ' .... --.,----:---.....,10-S-S-S-ou-t-h-G-ra-d-y-W,~a-y--R-e-n~to-n--'", W,-as-h-in-g..:..to-n-9-g-0S-CS-'-------~ ®. This paper contains 50% recycled material, 30% post consumer AHEAD OF THE CURVE City of Renton Department of Planning / Building / Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:~~~\O\I\ SVG6. APPLICATION NO: LUA-04-028, SA-A, ECF APPLICANT: Dave Groom PROJECT MANAGER: Jason Jordan PROJECT TITLE: Center C cle PLAN REVIEW: Jason Jordan MAR 19 2004 SITE AREA: 36,729 s uare feet LOCATION: 3850 Lind Ave SW SUMMARY OF PROPOSAL: The applicant is proposing to construct a new 7,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the· same 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 Transportation Environmental Health Public SeNices Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-REi.A TED COMMENTS C. CODE-RELATED COMMENTS !/ o·/l t:)t-I/ r e c:.. ~ M {Iv1 -t::..-I/l C;{ 'C) /'( -;;; l/t S I ' ~ ;_.( ~ I<~fbfr-" 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'"!~tion ~ nee ed to properly assess this proposal. . / .. I G~ //3/ /v y Signature of Director or Authorized Representative Dat€II"!'/ Routing.doc , Rev. 10193 e 6 City of Renton Department of Planning / Bui/ding/ Public wWs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET t"\ REVIEWING DEPARTMENT: ~grk$ COMMENTS DUE: APRIL 2, 2004 0 s:o ;;;-. 3:', APPLICATION NO: LUA-04-028, SA-A, ECF DATE CIRCULATED: MARCH 19,2004 c-< :0 Zn -i -.; ('0;1' APPLICANT: Dave Groom PROJECT MANAGER: Jason\Jordan -<-,>' r:.::> !:!!!II PROJECT TITLE: Center Cycle PLAN REVIEW: Jason Jordan !B~ N 0 SITE AREA: 36,729 square feet BUILDING AREA (gross): 7595 square feet B~ ~ LOCATION: 3850 Lind Ave SW I WORK ORDER NO: 77231 i» SU~MARY OF PROPOSAL: The ~pplicant is proposi~g to construct a neY"7,595 squart; foot, single st?ry.commercial building. The applicant has also proposed to provide 33 on-Site parking stalls and associated landscaping and other site Improvements. Access to' the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same 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 UghtlG/are Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Natural Resources Historic/Cultural Preservation Airport Environment to,OOOFeet , , 14,000 Feet ~ ;<::J B_ POLICY-RELA TED COMMENTS ~~4:Jk~ C. CODE-RELA TED COMMENTS We have reviewed this application with particular ttention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed t per/y assess this proposal. Date Rev. 10193 ''7JJ ,,'1 ."") :':' "M . , ..... ''''>t rn 0 City of Renton Department of Planning / Building! Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Ec.OYloM..{c. Dv../. COMMENTS DUE: APRIL 2, 2004 APPLICATION NO: LUA-04-028, SA-A, ECF DATE CIRCULATED: MARCH 19,2004 APPLICANT: Dave Groom PROJECT MANAGER: Jason Jordan I ~. J;r,;:\I\;""?,.,,, -"')Ir.":., \~ PROJECT TITLE: Center Cycle PLAN REVIEW; Jason Jordan I '~:':;" ,i":: :<UN'tf 7 '. V()'13 SITE AREA: 36,729 square feet BUILDING AREA (gross}: 7595 ~uare feJ ?OD~ "; 7 'n,. LOCATION: 3850 Lind Ave SW WORK ORDER NO: 77231 I ... ,'-' uVVV SUMMARY OF PROPOSAL: The applicant is proposing to construct a new 7,595 square foot, single story colm",';"', . lJilC:\inO>rfr~ J applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Ac~ <v _ the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same 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. POL/CY-RELA TED COMMENTS C. CODE-RELA TED COMMENTS Element of the Environment Housing Aesthetics Light/Glare Recreation Utilities Transportation Public Services HistoriclCultural Preservation Airport Environment 10,000 Feet 14,000 Feet Probable Probable Minor Major Impacts Impacts ElJi~ 64/~ .Groa~ More Infonnation Necessary L-______________ ~r- 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 Routing.doc Date Rev. 10193 CITY OF RENTON ECONOMIC DEVELOPMENT NEIGHBORHOODS, AND STRATEGIC PLANNING MEMORANDUM DATE: TO: FROM: STAFF CONTACT: SUBJECT: March 31, 2004 JasonJW«V RebeccaLmd Don Erickson Center Cycle Retail Development, SE Comer of Lind Ave SW and SW 39th Street; LUA-04-028, SA-A, ECF Staff reviewed and commented on this proposed 36,729 square foot retail development at the comer of Lind Avenue SW and SW 39th Street on October 17,2003 (see attached memorandum). At that time we recommended supporting it since it appeared to be consistent with relevant Employment Area -Valley land use policies. Even though site plan review is not required for this site because of its size it is unfortunate that building elevations were never submitted for such a highly visible building. The included environmental checklist does note that the exterior building material is anticipated to be painted or colored concrete masonry. metal siding. stucco and glass: Recommendation: Continue to support this proposed retail use. Attachment cc: Don Erickson Document2\cor DATE: TO: FROM: .. -·STAFF-eONTAeT:------· . SUBJECI': CITY OF RENTON MEMORANDUM October 17, 2003 Center Cycle Retail Development, SE Comer of Lind Ave SW and SW 39th Street; PRE 03-111 The applicant is proposing to develop a retail use on a 36,729 square foot vacant site that abuts Lind Avenue SE to the west, near its intersection with SW 39th Street in the Valley Area. The site. is designated Employment Area -Valley on the Comprehensive Plan Land Use Map and zoned Medium Industrial (1M) Zone. Retail uses are allowed outright under this land use designation. Analysis: "' . The subject proposal appears to be consistent with the attached Employment Area -Valley land use policies,_ Unfortunately, because of the size of the subject proposal site plan review. is not required. The applicant, however, has hired an architect and it is assumed de~ed plans for landscaping and signage will be developed. Recommendation: Support this proposed use. Attachment cc: Don Erickson H:\EDNSP\lnterdepartmentaJ\Development Review\Preapps\COlDJIleIlts\EA-V\Center Cycle Retaildoc'.d. Relevant Comprehensive Plan Land Use Policies Employment Area -VaIley Policy LU-212.3 Development standards should promote an increased intensity and quality of development. Policy LU-212A Non-employment-based uses, such as residential, are prohibited in the Renton Valley. rQlj~y L.U-2U~.commercial_uses.may_be located.in .. proximity_to.existing .. industrial.uses-when. ____ ~ __ reasonable buffering between the uses Can be accomplished and when adequate accommodation of deliveries and loading to industrial areas can be maintained. Policy LU-212.19 Street Trees and landscaping should be required for new development within the Valley to provide an attractive streetscape in areas subjected to a transition of land uses. Policy LU-212.24 Site plan review should be required for all new projects in the Renton Valley and Black River areas pursuant to thresholds established in the Gty's development regulations. H:\EDNSP\lnterdepartmental\Development Review\Preapps\Comments\EA-V\3850 Triangle Adult Use.doc\d .. ' City of Renton Department of Planning / Bui/ding! Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET ~ " r= ,.--.. REVIEW}NP DEPARTMENT: ~\ t'e..-APRIL ~\~Qvw. ll? ~ i~ :'ii ib In'~ COMMENTS DUE: 'I < ." I~" DATE CIRCULATED: MARC~§;)~004 APPLICATION NO: LUA-04-028, SA-A, ECF ~ APPLICANT: Dave Groom PROJECT MANAGER: Jaso~ UoJJ~n MAR I ~ ZUU4 PROJECT TITLE: Center Cycle PLAN REVIEW: Jason Jorda I _ _ •• __ ..... t SITE AREA: 36,729 square feet BUILDING AREA Jgross): 759 y I , \1.' :1C~~ I,~~_ ~ square feeEl l;::Ti\.R i "':'::'ll LOCATION: 3850 Lind Ave SW I WORK ORDER NO: 77231 SUMMARY OF PROPOSAL: The applicant is proposing to construct a new 7,595 square foot, single story commercial building. The· applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same 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 UghVG/are 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 f~ (/(.,.f~ AJof~/ B. POUCY-RELA TED COMMENTS AJ J c. We have revie ed this application i particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where a ditional information eeded to properly assess this proposal. Rev. 10193 Date 7 DATE: TO: FROM: SUBJECT: CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM March 22,2004 Jason Jordan, Senior Planner , /JO Jim Gray, Assistant Fire Marshal J,;r-- Center Cycle, 3850 Lind Ave. SW MITIGATION ITEMS; 1. A fire mitigation fee of $3,949.40 is required based on $.52 per square foot of the building square footage .. FIRE CODE REQUIREMENTS: 1. The preliminary fire flow is 3500 GPM, one hydrant is required within 150 feet of the structure and three additional hydrants are required within 300 feet of the structure. 2. Provide a list of any flammable, combustible liquids or hazardous chemical to be used or stored on site. Please feel free to contact me if you have any questions. City of Re.n Department of Planning / Building / Public as ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'P ~9'v\ ~ ke .. ~ APPLICATION NO: LUA-04-028, SA-A, ECF APPLICANT: Dave Groom PROJECT TITLE: Center Cycle SITE AREA: 36,729 square feet LOCATION: 3850 Lind Ave SW COMMENTS DUE: APRIL 2, 2004 DATE CIRCULATED: MARCH 19,2004 _ 1"1 ~'!OF PROJECT MANAGER: Jason Jordan ry ~ C i:~E~orv PLAN REVIEW: 'Ul.M-A....... ~JW M.d/J • v t: D BUILDING AREA (gross): 7595 squjlf~fee;' ~ ~ 2004 WORK ORDER NO: 77231 "v'I,.f)JNGlJllIl~JA. """''' SUMMARY OF PROPOSAL: The applicant is proposing to construct a new 7,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same 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 HousillfL 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-RELA TED COMMENTS C. CODE-RELA TED 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 infonnation is needed to properly assess this proposal. Signature of Director or A Date. Routing.doc Rev. 10193 City of Renton Deparlment of Planning / Bui/ding/ Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET APPLICATION NO: LUA-04-028, SA-A, ECF APPLICANT: Dave Groom PROJECT TITLE: Center Cycle SITE AREA: 36,729 square feet LOCATION: 3850 Lind Ave SW COMMENTS DUE: APRIL 2, 2004 DATE CIRCULATED: MARCH 19,2004 DEVELOPMENT SEevJCES PROJECT MANAGER: Jason Jordan 1;1 rv OF RENTON PLAN REVIEW: Jason Jordan MAR 1 9 2004 BUILDING AREA (gross): 7595 square feet "","_-. ._ .. WORK ORDER NO: 77231 ~~J;:I Vl:U SU MMARY OF PROPOSAL: The applicant)s proposing, to construct a new 7,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same year. A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Element of the Probable Probable More Environment Minor Major Information Impacts Impacts Necessary Earth Housing Air Aesthetics Water UghtlGlare 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 infonnation is needed to properly assess this proposal. Date Rev. 10193 DATE: TO: FROM: SUBJECT: CITY OF RENTON MEMORANDUM April 1,2004 Jason Jordan ~n lilian X7216 CENTER CYCLE LUA 04-028 3850 Lind Ave SW I have reviewed the application for Center Cycle located at 3850 Lind Ave SW and have the following comments: EXISTING CONDITIONS WATER SEWER STORM STREETS There is an existing 16-inch water main in Lind Ave SW and a·1 O-inch water main in the access easement road along the north east end of the site. Available derated fire flow in the area is approximately 5,500 -9,000 gpm. The proposed project is located· in the 196 water pressure zone and is outside an Aquifer Protection Zone. Pressure available is approximately 77 psi. There is an 8-inch sewer main in Lind Ave SW. There is an 8-inch sewer stub located at the south end of the property in Lind Ave. Drawing S-1997. There are existing storm drainage facilities in Lind Ave SW and in the access road. There is no sidewalk, fronting the site in Lind Ave SW. CODE REQUIREMENTS WATER 1. The Water System Development Charges are based on a rate of $0.213 x the total square feet of the building site. Estimated fees based on the entire site plan is $7,823.28 (36,729 sqJeet.x $0.213). Payment of fees will be required prior to issuance of building permit. 2. Preliminary fire flow required by the fire department is 3,500 gpm. Four hydrants are required to serve this site. 3. Applicant must show the location of all existing hydrants to be counted for this project. One hydrant shall be within 150 feet and three additional shall be within 300 feet of the structure. 4. Existing hydrants to be counted, as fire protection shall be retrofitted with a quick disconnect Storz fitting if not already installed. Note on plan if required. 5. A water main extension is not required to serve the site. Center Cycle 6. Landscape irrigation systems will require a separate permit for the irrigation meter and approved backflow device is required to be installed. A plumbing permit will be required. SANITARY SEWER 1. The Sewer System Development Charges are based on a rate of $0.126 x the total square feet of the building site. Estimated fees based on the entire site plan is $4,627.85 (36,729 sq. feet x $0.126). Payment of fees will be required prior to issuance of building permit. 2. A sanitary sewer extension is not required to serve the site. 3. If final finished floor elevation is below 25 feet, a "tideflex" _or similar backflow device will be required to be installed. Please note on the construction plans. SURFACE WATER 1. The Surface Water System Development Charges are based on a rate of $0.249 x the total square feet of the new impervious surface area of the site. Estimated fees based on the entire site plan is $7,316.37 (29,383 sq. feet x $0.249). Payment of fees will be required prior to issuance of building permit. 2. A drainage report has been submitted and reviewed. The drainage report complies with the requirements for detention and water quality design per the 1990 KCSWM. Applicant proposes to discharge surface water into existing facility built just east of the site as part of the Powell Short Plat. 3. An erosion control plan will be required. TRANSPORTATION 1. Sidewalk will be required to be extended along Lind Ave SW. fronting the site. This has been shown on the plans. MISCELLANEOUS 1. Construction plan indicating haul route and hours, construction hours and a traffic control plan shall be submitted for approval prior to any permit being issued. 2. Haul hours shall be restricted to 8:30 a.m. to 3:30 p.m. unless approved in advance by the .Development Services Division. 3. Rockeries or walls to be constructed greater than 4 feet in height will require a separate building permit and the following note shall be added to the civil plans: "Rockeries greater than 4 feet in height will require a separate building permit. A licensed engineer with geo-technical expertise must be retained for proposed rockeries greater than four feet in height. The engineer must monitor rockery construction and verify in writing that the rockery was constructed in general accordance with ARC standards and with his/her supplemental recommendations, in a professional manner and of competent and suitable material. Written verification by the engineer must be provided to the City of Renton public works inspector prior to approval of an occupancy permit or plat approval for the project." 2 Center Cycle PLAN REVIEW -GENERAL 1. All plans shall conform to the Renton Drafting Standards 2. 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. 3. Separate permits for a side sewer, domestic water meter, landscape irrigation meter and any backflow devices will be required. When plans are complete three copies of the drawings, two copies of the drainage report, a construction estimate and application fee shall be submitted at the sixth floor counter. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system.' 4. Applicant shall be responsible for securing all necessary easements for utilities and/or street improvements. RECOMMENDED CONDITIONS 1. Estimated traffic mitigation fees (ITE manual) based on the entire preliminary site plan will be $6,311.25. This is based on a rate of anticipated daily trips of 84.15 x $75.00. See attached Mitigation Fee Report. Payment of fees will be required prior to issuance of building permit. 2. Staff recommends a SEPA condition requiring this project to design and comply with Department of Ecology's Erosion and Sediment Control Requirements, outlined in Volume II of the 2001 Stormwater Management Manual. cc: Kayren Kittrick 3 PROPERTY SEeCES FEE REVIEW #2004 -_---=-'2-_.Ll ~ DEVELOPMENT APPLICATION REVIEW SHEET 0 PLAN REVIEW ROUTING SLIP ~ ENVIRONMENTAL CHECKLIST REVIEW SHEET 0 APPLICANT: ill'§ ~~"i;VL ~ ~£~' O~C;IVED FROM JOB ADDRESS: ~ LJ-.n. b WO# ________ (date) NATURE OF woRIC=)Ii$-"k ~V1!iiL& '0 (c(L~ GREEN # ____ _ o SPECIAL ASSESSMENTS AND CONNECTION FEES APPLIED NEED MORE INFORMATION: ()l SPECIAL ASSESSMENTS AND CONNECTION FEES ESTIMATED 0 SQUARE FOOTAGE o NOT APPROVED FOR APPLICATION OF FEES 0 FRONT FOOTAGE o o o LEGAL DESCRIPTION VICINITY MAP OTHER o VESTED 0 NOT VESTED o This fee review supersedes and cancels fee review # ____ dated __ --::=---=-__ _ o PARENT pm# (subject to changeL SUBJECT PROPERTY pm# \ 2-':) -3(0 0 -ooto 0 0 King Co. Tax Acct# (new) It is the intent of this development fee analysis to put the developer/owner on notice, that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction pennit is issued to install the on-site and off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SOC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building PennitlConstructionPennit application. The following quoted fees do NOT include inspection fees, side sewer pennits, r/w pennit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement (pvt) WATER Latecomer Agreement (pvt)WASTEWATER Latecomer A,,-eement (pvt)OTHER Special Assessment District/W ATER Special Assessment District/W ASTEW ATER Joint Use A,,-eement (METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION F1JTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE -WATER # OF UNITS/ SDC FEE o Pd Prevo o Partially Pd (Ltd Exemption) .~ Never Pd SQ. FTG. Single family residential $1,525/unit x Mobile home dwelling unit $1220/unit in park Apartment, Condo $915/unit not in CD or COR zones x CommerciallInduStrial, $0.213/sq. ft. of property (not less than $1525.00) X 3<'P :f 2..C-( '7-\ ~2-3, 2~ Boeing, by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold) , J SYSTEM DEVELOPMENT CHARGE -WASTEW 1§l:.R o Pd Prev. 0 . Partially Pd (Ltd Exemption) : Never Pd Single family residential dwelling unit $900/unit x Mobile home dwelling unit $720/unit x Apartment, Condo $540/unit not in CD or COR zones x Commercial/Industrial, $O.126/sq. ft. of property (not less than $900.00) X -SfsJ )12C) 4 \ (0:;;,--=1-g-~ REDEVELOPMENT CREDIT: (New -Old Flow)lNew Flow X Above Fees J SYSTEM DEVELOPMENT CHARGE -SURFACEW ATER o Pd Prevo D Partially Pd (Ltd Exemption) fj Never Pd Single family residential and mobile home dwelling'urtit $715/unit x All other properties $0.249/sq ft of new impervious area of property x ;2.q ,3& '3 1-) -3 i l.p i 31-(not less than $715.00) ! I PRELIMINARY TOTAL $ I '1 ~~ 7-.S0 .' --J .. , ~gnatu{e 0 eviewing Authority DATE *If s~ect property is within an LID, it is developer's responsibility to check with the Finance Dept. for paid/un-paid status. .**The square footage figures used are taken from the King County Assessor's map and are approximate only. EFFECTIVE January 1, 2004 '< (J) III 11 11 (J) <: .... (J) '" ;J 0 N 0 0 lO> City of Renton Department of Planning / Building/ Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 51A.v"~9~ 0~ COMMENTS DUE: APRIL'2, 2004 ----------------------=-----~---T----------------~--~~Brn~~~~ces APPLICATION NO: LUA-04-028, SA-A, ECF DATE CIRCULATED: MARCH 19,2004 CITY OF RENTON APPLICANT: Dave Groom PROJECT MANAGER: Jason Jordan PROJECT TITLE: Center C cle PLAN REVIEW: Jason Jordan SITE AREA: 36,729 s uare feet BUILDING AREA gross): 7595 s LOCATION: 3850 Lind Ave SW I WORK ORDER NO: 77231 SU MMARY OF PROPOSAL: The applicant is proposing to construct a new 7,595 square foot, single story commercial building. The applicant has also proposed to provide 33 on-site parking stalls and associated landscaping and other site improvements. Access to the site is proposed from Lind Avenue SW and via a 30-foot wide easement intersecting with Lind Avenue SW, which is located northeast of the site. Project construction is planned to commence in spring of 2004 and be substantially completed by the end of the same 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 UghtiGlare 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 Feel . , 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 Date Routing.doc Rev, 10193 Project Name c.~~. <1 C:.L.E; . Project A~dress 3BSQ L\~£> fw<.. S u..r Contact Person ~!>...u=~~~~~(..:..:OD~\I-A.,~ ____ _ Address _____________ _ Phone Number ._. ___________ _ Permit Number LDA --0 ~ -D;l'6 . Proje~t Description l) Sq~ .5DvMe., ~+ . ~~ck ."'" S~(A~ ~~ SfWr? land Use Type: Method of Calculation: . 0 Residential ~E Trip Generation Manual d2f4:letail o Traffic Study· . o Non-retail o Other Calculation: . -:1 5 Q.S·.. . ",. l\l\, -~ ... 't (e·~ S·)· -? . ~ L\;. 'S .~~. . . ·,0·00 . . . . . ~~, \~ y-'\\> .IS,so --== lo, ~\" clS Transportation Mitigation Fee: i\. lo, ~\ \ ,d-.~ Calculated by: )(.-~c\t; Account Number: __________ _ Date of Payment __________ _ Date: d/S f~ THE RoNHoiJDE ARCHITECTS ~ 425 430 7231 42S.-a '7308 NO. 679 [;101 MHR-08-2004 1 :05 ~> OF' REtITOJ-J 425 430 7300 P.01/~2 LIST OF SURROUNDING PROPERTY OWNERS wrrH2N loo-FEET OF THE SUBJECT SITE City of Renton Development Services Division 1055 South Grady Way, Renton. WA 98055 Phone: 425-430-7200 Fax: 425-43O-n31 PROJECT E: ___________________________________________________ __ APPlICATI The followln Is a list of property owners wit..,in 300 feet of the subject site. The Development Services; Olvlslon will otify these Individuals of the proposed development. . NAME ADDRESS 7671 Onl0 From ----------~----~---.---------- 2 ......... Q:\WEB\P EVSERV\Forms\PlaJ:ming\owucrs. doc 08129/03 ASSESSOR'S PARCEL NUMBER / ( " .03(09/04 10:47 THE RONHOVDE ARCHITECTS ~ 425 430 7231 _' DF PEN :ON NO.679 ot,:: .• 'MAR-08-2004 1 :06 NAME (Attach additional sheets. if necessary) ADDRESS ASSESSOR'S PARCEL NUMBER ~!!!!~i..H~LI!!~~U:~~~;'=--. hereby certify that the above list(s) of adjacent property Title Company Records Ki County Assessors Records Date 3· t,o Y I CERTIFlCATION OF MAILING hereby certify that notlc&s of the proposed application were mailed to NOTAAY scnbed and swam befo(e me, a Notary Public. In and for1he State or Washington residing at'--~ __ r-_____ on the ' day of ,20 __ , 51 ned :: -,-. -~: .t.._, 2 roTH... P.~ • FEB-~-04 13:57 FROM-Paws I I construliIfn Company 425-822-8297 T-444 P.002/003 F-362 _"""Do ~ -0:l. ~ ~~L\-O~ City of Renton --.po'\.-6 ~~ LA"NO USE PERMIT<"\>OU.-O D '1 DEVELOPMENT PLANNING CITY OF RENTON MAR!O 4 2004 RECEIVED MASTER APPLICATION PROPERTY OWNER(S),.. NAME' PaciCiC, _ ~ ())1J1,~1I . MtJ ~~"1J DtJJIIJ~.,Mh1l tb. '- ADDRESS: P.o. (!x) V; '110,D CITY: J{,lnJtJcw;( ZI~<lDt? 'TELEPHONE NUMBER; .: (q.2~}g26-tjtf~ .. APPLICANT (if other than owner) . ..... -.' .. -.. NAME: -~~E---~-{og.;.(?)()r1 ." .. ' • .' 0" ' t . ~ . "' ,~~ , , , .. COMPANY (if applicable): ·C-'lc:.....<· e=: . ~ . ADDRESS: (~~~ 2-<3 S~ CITY: ~~~ ZIP:~'GS~ TELEQONE ~BER 4~ e..z..~--S ~to ( CONTACT PERSON . NAME: ~~ t.o\Vtt~be:: COMPANY (if applicable): ~e~t4-~\Jt>~ ~c:....~_ ADDRESS: (o~~ S->-fC;~~ ::>1-tS-,~s . CIlY:~ ZIP: . ~. .' '. ~ .. '. .. ' 9iao.~2-. " ,,' TELEPHONE NUMBER AND E-MAIL ADDRESS: 4~$"-~~ -.oS()~ lo()~~" ~Ou 14<:l.'-J~""R....c:...~ 1'I£c....~. c..()M PROJECT INFORMATION PROJECT OR. DEVELOPMENT NAME: C~~ C'-(GLG- PROJECT/ADDRESS(S)lLOCATION AND ZIP CODE: 385"'0 ~ }NO .NJES SW t2-a-:rn..j Wi\ cr b055 KING COUNTY ASSESSOR'S. ACCOUNT NUMBER(S): EXISTING LAND· USE{S): .. . ...... " .. .... ~ : STO PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): EXISTING ZONING: 1 M PROPOSED ZONING (If applicable): SQUARE FOOTAGE OF ROADWAYS TO BE DEDICATED FOR·SUBDIVISIONS OR PRIVATE STREETS SERVING THREE LOTS OR MORE (,If applicable): ~O~~ PROPOSED RESIDENTIAL DENSITY IN UNITS PER NET ACRE (if applicable): UO ~- " .". . ~ . ~. -' NUMBER OF PROPOSED LOTS (If applicable): f-JOD== NUMBER OF NEW DWELLING UNITS (,If applicable): O~-. • ,FEB-~-D4 13:5T T-444 P.DD3/DD3 F-362 FROM-Powa II Cons t rUin Company 425-822-829T PROJ T INFORMATION ntin r---~--------~~------------------~ .,.\' NUMB~(f) EXISTING DWELLING UNITS (if applicable): SQUARE FOOTAGE OF PROP855D RESIDENTIAL BUILDINGS (If applicable): 1 SQUARE FOOTAGE OF EXISTING RES~ BUILDINGS TO REMAIN (If applicable): SQUARE FOOTAGE OF PRO~ NON-RESIDENTIAL BUILDINGS Of applicable):'-, SQUARE FOOTAGE OF EXISTING NO~IDENTIAL BUILDINGS TO REMAIN (If applicable):-- NET FLOOR AREA OF NON-RESIDENTIAL BUILDINGS (if applicable): l 59 S NUMBER OF EMPLOYEES TO BErLOYED BY THE NEW PROJECT (if applicable): PROJECT VALUE: (}Do CXJD IS THE SITE LOCATED IN ANY TYPE OF ENVIRONMENTALLY CRITICAL AREA. PLEASe INCLUDE SQUARE FOOTAGE (rt applicable): a AQUIFER PROTECTION AREA ONE IJ AQUIFER PROTECTION AREA TWO o FLOOD HAZARD AREA sq. ft. a GEOLOGIC HAZARD sq. ft. a HABITAT CONSERVATION sq. it. a SHOREUNE STREAMS AND LAKES sq. It. o WETLANDS sq. It. LEGAL DESCRIPTION OF PROPERTY (Attach legal description on separate sheet with the following info'!l'ation included) SITUATE IN THE ~J QUARTER OF SECTION ?!ITOWNSHIP22 ~GE'5S:IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. TYPE OF APPLICATION & FEES - List all land use applications being applied for: , 1. ~km PLpq0 ~p~v~ \C)C:>O 3. 2. ~""'\~ . ~o 4. 1/~)Q Staff will calculate applicable fees and postage: $ t~I€.32 -:=.. \\. tat-\ AFFIDAVIT OF OWNERSHIP I, (Print Namels) POLiAc. ~~~ Co~ dec!31li! that ,I am (pleasad)et;k one)~e current D'o"VTJer of the property involved in this apprlCation or ----.-::!:th8 authorized re~o' act for a C2)rporatlon (please attach proof of authorization) and that the foregoing fJhtements and answers herein contained and the information herewith are In all re&PeClS true and C2)nect to the best of my knowledge and belief. (I V ~J tV 0/£ !.tJ,n ~ Y I certify that I know or have satisfactory evldence that -A fi..-j\ ) signed this instrument and acknowledged it to be hislh-el:""'=Ithe~ir -=-fre-e-and--=--vo-:"Iu-nu.-ry-aa-:f"""'or-:"the a v Allevi' uses and pw;IOSeS mentioned in the instrumenl (:~~~-~~~~~~~~ (/I OFFICIAL SEAL _ LDRI L PERKINS .. ; NOTARY PUBUC-OREGON COMMISSION NO. 371077 MY COMMISSION EXPIRES AUG. 7,2007 Q:\WEB\PW\I>EVSERWorms\PlanniDg\mast=rnpp.doc08I29/01 Notary Public In and forme State of" 'ashiliyhrn OV'~~Y\ 1_ • L~ \. Notary (Print) LO yo \ • <.. v <""t;..,.S My appointment expires: C\.u..~ ~ l ~ ?,c u 1-- , ; i", c:;:, c:;:, c::;, C"'ooI EXHmlTA LEGAL DESCRIPTION OF PROPERTY Lot6 of Burlington Northern. a Binding Site Plan. recorded as Recording No. 9206302696 in Volume 161 of Plats. pgs 8-11 being: That portion of Block 2 of the Plat of Burlington Nol1hem OriUia Industrial parle of Renton as recorded in Volume 108 of Plats, Pages 12 and 13, RcoordsofKing CoWlty, Washington, described as follows: Commencing at the Southeast comer of Lot 1 of said Block 2; thence South 1 ° 50' 09" West along the East tine of Lots 2 and 3 of said Block 2 8 distance of 1326.48 Feet; Thence South . 68°49'45" West 39.11 feet to the North margin of Southwest 4111 Street; Thence North 88°31'01" West along said North margin 105.67 feet; Thence North 1 °50"1290 East 210.00 feet; Thence North 88° 37'Or' West 166.67 feet; Thence South I °50'12" West 210.00 feet to the North margin of Southwest 41-Street; Thence North 88°37'07" West along said margin 16.66 feet to the true point of beginning; Thence North 1°50'12" East 210.00 feet; thence North , 88°37'07" West 166.67 feet; Thence South 1°50'12" West 210.00 feet to said North margin; Thence South 88°37'07" East 166.61 feet to the true point of beginning. ~ Site cOntains 35.000 square feet. co C":> . . c:;, Lot 1A now'itnown as Lot 1 of Short Plat No. LUA-97-1S9-SHPL Recording No • . ~ 9805219013 further described as: Beginning at the Southeast comer of Lot " Burlington Northern, a binding site pl~ according ~ to the City of Renton Binding Site Plan recorded under King Comty Recording No. c:;, 9206302696, in Volwne 161 ofPIals. Pages 6 through 11 inclusive; thence North OloSQ'09" East ~ along the East line of said Lot 7 a distance of 18.00 feet to 8 point on a curve~concave to the ~ Northeast, the center of which bears north 00054'36" East 120.00 feet diStant; thence in a Northwesterly direction along the arc of said curve passing through a ~ angle of 52°12'08" a distance of 109.33 feet; Thence North 36°S3"17" West 173.08 feettothc beginningofacurve, concave to the Southwest, having a radius of 120.00 feet; Tbeace along the are of said curve, . passing through a central angle of 36° 14"S6" a distance of16.92 feet to " point on the East oiargin of Lind Avenue and a curve, concave to the West, the center of which bears North 7~SO'53"West 806.74 feet distant; Thence in a Southerly direction along the are of said curve, passing through a cenbal angle of 01 °41'05" a distance of23.n feet; Thence continuing along said margin. South 11 °SO' 11" West t 78.07 feet to the beginnin8 of a curve, concave to the ~ the center of which bears South 80031'03" East 1958.0S feet distant; Thence along the are of said curve and margin. passing through.8 central angle of 01°19'30" a distance of 4S.28 feet to the Southwest comer of said Lot 7; thence along the South line of said Lot 7, South 8~S'2S" East 306.59 feet to the point of beginning. -.,ELOPMENT SERVICES DIVISION • WAIVER OF SUBMITTAL REQUIRE~NTS FOR LAND USE APPLICATIONS 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 2 AND 3 Map of View 2 AND 3 Photosimulations 2 AND 3 This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q:\WEB\PW\DEVSERv\Forms\Planning\waiver.xls e DEVELOPMENT SERVICES DIVISI. WAIVER OF SUBMITIAL REQUIREMENTS FOR LAND USE APPLICATIONS This requirement may be waived by: 1. Property Services Section 2. Public Works Plan Review Section 3. Building Section 4. Development Planning Section Q:\WEB\PW\DEVSERv\Forms\Planning\waiver.xls • CENTER"CYCLE PROJECT NARRATIVE February 19, 2004 This project general description is to construct a single story retail building of approx. 7800 SF on a vacant lot located at 3850 Lind Avenue SW. ' Site Area: 36, 729 SF Land Use Permits Required: SEPA, Site Plan Approval Zoning: 1M Medium Industrial Current Use: Undeveloped Special Site Features: None Soil Type Silty gravelly sand over silt and organic silt per soils report. Proposed Use: Retail Bicycle Shop wI Potential Spec. Retail Space. Propose Offsite Improvements: Sidewalk at SW Lind, all other offsite improvements are existing. Estimated Construction Cost: $600,000 --'-------------_ '. Fill Estimate:-~prox. 1000 Cu. Y ds. Site will be balanced wI no net import/export. Trees Removal: No Significant trees exist on site.' Land Dedications: None New Lots: None. Temp. Structures: None proposed. Watercourse Modifications: None proposed. ~\O~--o~ 5t::>o ~v'". ~~l~ DEVELOPMENT PLANNING CITY OF RENTON MAR 04 200It RECEIVED 6625 South 100th Street, Suite 8-105, Kent, WA 98032 PH. (425) 656-0500 FAX. (425) 656-0501 e· CENTER CYCLE CONSTRUCTION MITIGATION NARRATIVE February 19. 2004 Proposed Construction Dates: May 2004 thru October 2004 Hours of Operation: Begin work at 7:00 AM Finish at 5:00 PM Hauling Routes: 180th to Lind to site reverse for offsite Dust and erosions control to meet City of Renton regulations. No special construction hours proposed. Traffic control plan not proposed. No tree removal proposed. No significant trees exist. DEVELOPMENT PLANNING CITY OF, RENTON MAR 042004 RECEIVED 6625 South 190th Street, Suite 8-105, Kent. WA 98032 PH. (425) 656-0500 FAX. (425) 656-0501 ~~e/ :La:~~~~~-;~~~~~~~~~-~~~e MetroSciUl / King' frf.i.te :3501 E Valley St Seattle 98112 Mail :12505 SW Broadway St Beaverton Or 97005 Use :101 Com, Retail Store LgI :LOT 2 & POR 3 BURLINGTON NORTHERN Bedrm: Bth F3H:/ / Stories:1 BldgSF:134,762 # 2 *---------------------: ,MetroSciUl I King Owner :Eastgate Theatre Inc Site :3751 E Valley Rd Renton 98055 Mail :919 SW TaylorSt #900 Portland Or 97205 Use :147 Rec,Movie Theater ., LgI :LOT POR 3 BURLINGTON NORTHERN BSP Bedrm: Bth F3H: / / Stories:1 BldgSF:74,306 # 3 *--------------'-------: MetroSciUl / King Owner :Henke Leigh R/Eileen;+ Site :9300 SW 41st St Renton Mail :19104 SE 440th St Enumclaw Wa 98022 Use :309 Vacant, Commercial LgI :LOT 6 BURLINGTON NORTHERN -BSP Bedrm: , Bth F3H: / / Stories: BldgSF: # 4 *---------------------: MetroSciUl / King Owner :Pacific Exchange Company Site :3600 Lind Ave SW Renton 98055 Mail :1000 SW Broadway #1950 Portland Or 97205 Use :316 Vacant, Industrial LgI :LOT 7 BURLINGTON NORTHERN -BSP Bedrm: Bth F3H: / / Stories: BldgSF: # 5 *---------------------: MetroSciUl / King Owner :Pacific Gulf Properties Inc Site :3600 Lind Ave SW Renton 98055 Mail :3600 Lind Ave SW Renton Wa 98055 Use :195 Ind,Warehouse LgI :LOT 7 BURLINGTON NORTHERN -BSP Bedrm: Bth F31l:, / / Stories: 1 BldgSF: 122, 666 # 6 *---------------------: MetroSciUl / King Owner :Powell-renton No. 1 Llc Site :3400 Lind Ave SW Renton 98055 Mail :737 Market St Kirkland Wa 98033 Use :216 Ind,Service Bldg LgI :LOT 8 BURLINGTON NORTHERN -BSP Bedrm: Bth F3H: / / Stories:1 BldgSF:11,305 # 7 *---------------------: MetroSciUl / King Owner :4060 Lind Llc ' Site :4060 Lind Ave SW Renton 98055 Mail :PO Box 13534 Mill Creek Wa'98082 Use :195 Ind,Warehouse LgI :BLK 2 LOT 4-5 BURL N ORILLIA IND Bedrm: Bth F3H: / / Stories:1 BldgSF:133,922 # 8 *---------------------: MetroSciUl / King Owner :Farwest Steel Corporation Site :201 SW 34th St Renton 98055, Mail :PO Box 889 Eugene Or 97440 Use ' :195 Ind, Warehouse Lgl :BLK 2 & LOT 9 BURL N ORILLA IND PK Bedrm': Bth F3H: / / Stories: 1 BldgSF: 98,025 # 9 *---------------------: MetroSciUl / King Owner :Farwest Steel Corporation Site :201 SW 34th St Renton 98055 Mail :PO Box 889 Eugene Or 97440 Use :195 Ind,Warehouse Lgl :BLK 2 & LOT 9 BURL N ORILLA IND PK Bedrm: Bth F3H: / / Stories:1 BldgSF:2,104 DEVELOPMENT PLANNING CITY OF, RENTON ~~~~~~lIt---~~;~;~~-~~;~---~~---* Sale Date :08/09/2002 Sale Price . Asd.V :$11,522,100 Q:SW S:30 T:23N R:05E Ac:11.16 YB:1995 Ph: :-------------------------------* Parcel # :125360 0030 03 Sale Date :02/08/1996 Sale Price :$4,573,786 Full Asd.V :$10,642,800 Q:SW S:30 T:23N R:05E Ac:12.28 YB:1996 Ph: :-------------------------------* Parcel # :125360 0050 08 Sale Date :10/01/2003 Sale Price :$500,000 Asd.V :$350,000 Q:NW S:31 T:23N R:05E Ac: .80 YB: Ph: :-----------------------------~-* Parcel # :125360 0060 06 Sale Date:02/03/2000 Sale Price :$840,000 Asd.V :$220,300 Q:SW S:30 T:23N R:05E Ac: .84 YB:'. Ph: :---~---------------------------* Parcel # :125360 0062 04 Sale Date :11/21/2000 Sale Price:$58,3.44,000 Full .Asd.V :$5,313,000 Q:SW S:30 T:23NR:05E Ac:7.60 YB:2002 Ph: :-~-------------~---------------* Parcel # :1253600070 04 Sale Date :02/19/1998 Sale Price Asd.V :$1,306,000 Q:SW S:30 T:23N R:05E Ac:4.17 YB:1998 Ph: :-------------------------------* Parcel # :125380 0170 09 Sale Date :12/09/2002 Sale Price :$8,375,000 Asd;V :$4,773,800 Q:NW S:31 T:23N R:05E Ac:5.55 YB:1981 Ph: :-------------'------------------* Parcel # :125380 0211 00 Sale Date :03/29/1996 Sale Price :$1,104,457 Full Asd.V :$4,186,800 Q:SW S:30 T:23N R:05E Ac:5.60 YB:1996 Ph: :-------------------------------* Parcel # :125380 0211 00 Sale Date :03/29/1996 Sale Price :$1,104,457 Full Asd.V :$4,186,800 Q:SW . S:30 T:23N R:05E Ac:5.60 YB:1996 Ph: MAR 0 4 2004 RECEIVED Infonnotion compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. .' / -e i 2 co~le.s t.,\~1 a~ • ~wo~YI.d\",,~ py,~ Ou.,) '" e, s. ~~ 'I": ," " # 10 , *--------------------6 MetroScall / King Owner :Arensberg Investments ~ S'ite : 3401 Lind Ave SW Renton 98055 . Mail :3401 Lind Ave SW Renton Wa 98055 Use :195 Ind,Warehouse Lgi :BLK 5 LOT 1 BURLINGTON NOR IND PK Bedrm: Bth F3H: / / Stories:1 BldgSF:118,176 # 11 *------~--------------: MetroScall / King Owner :Badford Property Investor Inc Site :500 N 3~th St Seattle 98103 Mail :500 N 39th St Seattle Wa 98103 Use :106 Off,Office Building Lgi :BLK 5 LOT 2-3 & 7 & BURLINGTON NOR Bedrm: Bth F3H: / / Stories:2 BldgSF:59,224 # 12 *---------------------: MetroScall / King Owner :Badford Property Investo~ Inc Site :500 N 39th St Seattle 98103 Mail :500 N 39th St Seattle Wa 98103 Use :106 Off,Office Building Lgi :BLK 5 LOT 2-3 & 7 & BURLINGTON NOR Bedrm: Bth F3H: / / Stories:2 BldgSF:59,224 # 13 _,.-*---------------------: MetroScall / King Owner :Badford Property Investor Inc Site :500 N 39th St Seattle 98103 Mail :500 N 39th St Seattle Wa 98103 Use :106 Off,Office Building Lgi :BLK 5 LOT 2-3 & 7 & BURLINGTON NOR Bedrm: Bth F3H: / / Stories:2 BldgSF:59,224 # 14 *---------------------: MetroScall / King Owner :Badford Property Investor Inc Site :500 N 39th St Seattle 98103 Mail :500N 39th St Seattle Wa 98103 Use :106 Off,Office Building Lgi :BLK 5 LOT 2-.3 & 7 & BURLINGTON NOR Bedrm: BthVH:/ / Stories:2 BldgSF:95,800 # 15 *-----:...---------------: MetroScall./ King Owner :Puget Sound Blood Center Site :501 SW 39th St Renton 98055 Mail :921 Terry Ave Seattle Wa 98104 Use :106 Off,Office Building Lgi :BLK 5 LOT 4 BURLINGTON NOR IND PK Bedrm: Bth F3H: / / Stories:2 BldgSF:30,000 # 16 *---~-----------------: MetroScall / King Owner :Public Storage pickup/Delivery Inc Site :*no Site Address* Renton Mail :PO Box 25025 Glendale Ca 91221 Use :195 Ind,Warehouse Lgi :BLK 5 LOT 4 BURLINGTON NOR IND PK Bedrm: Bth F3H: / / Stories:1 BldgSF:69,473 # 17 *------------~--------: MetroScall / King Owner :Jwc/K Llc Site :3901 Raymond Ave SW Renton 98055 Mail :9400 8th Ave S Seattle Wa 98108 Use :195 Ind,warehouse Lgi :BLK 5 LOT 5 & BURLINGTON NOR IND Bedrm: Bth F3H: / / Stories:1 BldgSF:23,080 # 18 *---------------------: MetroScall / King Owner :Sabey David A Site :800 SW 39th St Renton 98055 Mail :101 Elliott Ave W #330 Seattle Wa 98119 Use :106 Off,Office Building Lgi :BLK 5 & LOT 7 BURLINGTON NOR IND Bedrm: Bth F3H: / / Stories:1 BldgSF:59,224 , 't " :-----~------~---------------* Parcel~ :125381 0010 02 Sale Date :12/~1/1984 Sale Price :$672,948 Asd.V :$4,768,100 Q:SW S:30 'T:23N R:05E Ac:5.15 YB:1986 Ph: :-------------------------------* Parcel # :125381 0020 00 Sale Date :07/10/1997 Sale Price :$32,165,745 Full Asd.V :$27,700,000 Q:SW S:30 T:23N R:05E Ac:17.99 YB:1986 Ph: :-------------------------------* Parcel # :125381 0020 00 Sale Date :07/10/1997 Sale Price :$32,165,745 Full Asd.V :$27,700,000 Q:SW S:30 T:23N R:05E Ac:17.99 YB:1986 Ph: :-------------------------------* Parcel # :125381 0020 00 Sale Date :07/10/1997 Sale Price :$32,165,745 Full Asd.V :$27,700,000 Q:SW S:30 T:23N R:05E Ac:17.99 YB:1986 Ph: :-------------------------------* Parcel # :125381 0020 00 Sale Date :07/10/1997 Sale Price :$32,165,745 Full Asd.V :$27,700,000 Q:SW S:30 T:23N R:05E Ac:17.99 YB:1987 Ph: :-------------------------------* Parcel # :125381 0040 06 Sale Date :05/20/1999 Sale Price :$1,000 Asd.V :$2,603,200 Q:SW S:30 T:23N R:05E Ac:l.92 YB:1986 Ph: :-----------~-------------------* Parcel # :125381 0042 04 Sale Date :10/17/1997 Sale Price :$711,000 Full Asd;V :$2,959,000 Q:SW S:30 T:23N R~05E Ac:3.12 YB:1998 Ph: :-----------------------------~-* Parcel # :125381 ~050 03 Sale Date :02/28/1996 Sale Price :$595,000 Full Asd.V :$1,474,700 Q:SE S:25 T:23N R:04E Ac:3.26 YB:1996 Ph: :--------------------------~----* Parcel # :125381 0055 08 Sale Date :12/30/1993 Sale Price :$13,966,210 Full Asd.V :$6,000,000 Q:SE S:25 T:23N R:04E Ac:4.71 YB:1986 Ph: Information compiledfrom various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. ~w!:r :Tr;;~~-;~~~-;~~;~~~i~~~ LM~troScan I King Site :701 SW 34th St Renton 98055 Mail :7701 Forsyth Blvd #900 Saint Louis Mo 63105 Use :195 Ind,Warehouse LgI :BLK 5 LOT 8 BURLINGTON IND PK Bedrm: Bth F3H: / / Stories:1 BldgSF:62,010 # 20 *---------------------: MetroScan I King Owner :Adventure '95 Limited Partnership Site :851 SW 34th St Renton 98055 Mail :299 SW 27th St Renton Wa 98055 Use :195 Ind,Warehouse LgI :BLK 8 LOT 4 BURLINGTON NOR IND PK Bedrm: Bth F3H: / / Stories:1 BldgSF:171,710 # 21 *---------------------: MetroScan I King Institutional Alliance Fun Site Address* Renton Owner :Amb Site : *no Mail :755 Use :104 LgI :STR Bedrm: Page Mill Rd Palo Alto Ca 94304 Com, Retail, Big Box 312305 TAXLOT 169 PCL C RENTON Bth F3H: / j Stories:1 BldgSF:390,466 # 22 *---------------------: MetroScan I King Owner :Amb Institutional Alliance Fun Site :1000 SW 43rd St Renton 98055 Mail :755 Page Mill Rd Palo Alto Ca 94304 Use :210 Ind,Industrial Park LgI :STR 362304 TAXLOT 1 POR NE 1/4 OF Bedrm: Bth F3H: / / Stories:1 BldgSF:68,400 # 23 *---------------------: MetroScan I King Owner :Amb Institutional Alliance Fun Site :1000 SW 43rd St Renton 98055 Mail :755 Page Mill Rd Palo Alto Ca 94304 Use :210 Ind,Industrial Park LgI :STR 362304 TAXLOT 1 POR NE 1/4 OF Bedrm: Bth F3J{: / / Stories:1 BldgSF:100,140 # 24 *---------------------: MetroScan. il King Owner :Amb Institutional Alliance Fun . Site :1000 SW 43rd St Renton 98055 Mail :755 Page Mill Rd Palo Alto Ca 94304 Use :210 Ind,Industrial Park LgI :STR 362304 TAXLOT 1 POR NE 1/4 OF Bedrm: Bth F3H: / / Stories:1 BldgSF:39,600 # 25 *---------------------: MetroScan I King Owner :Amb Institutional Alliance Fun Site :1000 SW 43rd St Renton 98055 Mail :755 Page Mill Rd Palo Alto Ca 94304 Use :210 Ind,Industrial Park LgI :STR 362304 TAXLOT 1 POR NE 1/4 OF Bedrm: Bth F3H:./ / Stories:1 BldgSF:84,703 # 26 *---------------------: MetroScan I King Owner :Amb Institutional Alliance Fun Site :*no Site Address * Renton Mail :755 Page Mill Rd Palo Alto Ca 94304 Use :195 Ind,Warehouse LgI :STR 362304 TAXLOT 113 PCL BRENTON Bedrm: Bth F3H: / / Stories:1 BldgSF:377,258 # 27 *---------------------: MetroScan I King Owner :East Valley Petula Llc Site :4201 E Valley Rd Renton Mail :801 Grand Ave Des Moines Ia 50392 Use LgI Bedrm: :195 Ind,Warehouse :LOT 6 KOLL BUSINESS CENTER-RENTON Bth F3H: / / Stories:1 BldgSF:17,556 :-----~-----------------------* Parcel~ :125381 0081 06 Sale Date :07/27/1995 Sale Price :$730,283 Full Asd.V :$2,938,100 Q:SW S:30 T:23N R:05E AC:4.79 YB:1996 Ph: :-------------------------------* Parcel # :125381 0270 07 Sale Date :07/22/1996 Sale Price Asd.V :$7,974,200 Q:SE S:25 T:23N R:04E Ac:6.72 YB:1996 Ph: :-------------------------------* Parcel # :312305 9169 09 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd.V :$11,715,100 Q:NW S:31 T:23N R:05E AC:14.93 YB:1979 Ph: :----~--------------------------* Parcel # :362304 9001 07 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd.v :$11,429,400 Q:NE S:36 T:23N R:04E AC:14.25 YB:1979 Ph: :----------------------~--------* Parcel # :362304 9001 07 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd.v :$11,429,400 Q:NE S:36 T:23N R:04E AC:14.25 YB.:1979 Ph:' :-------------------------------* Parcel # :362304 9001 07 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd.V :$11,429,400 Q:NE S:36 T:23N R:04E AC:14.25 YB:1979 Ph: :-------------------------------* Parcel # :362304 9001 07 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd~V :$11,429,400 Q:NE S:36 T:23N R:04E AC:14.25 YB:1979 Ph: :-------------------------------* Parcel # :362304 9113 02 Sale Date :06/04/2002 Sale Price :$40,309,000 Asd.V :$13,839,800 Q:NE S:36 T:23N R:04E Ac:14.06 YB:1979 Ph: :-------------------------------* Parcel # Sale Date Sale Price : 392680 0060 :10/08/2003 Asd.V :$2,002,400 Q:NW S:31 T:23N R:05E Ac:3.21 YB:1980 Ph: 05 Information compiled from various sources. Real Estate Solutions makes no representations or warranties as to the accuracy or completeness of information contained in this report. ~w!!; :Ea:~-;~~~~;-~~~~~~-~~~-~ MetroScan / King &ite :4201 E Valley Rd Renton Mail :801 Grand Ave Des Moines Ia 50392 Use :195 Ind,Warehouse Lgl :LOT 6 KOLL BUSINESS CENTER~RENTON Bedrm: Bth F3H: / / Stories:1 BldgSF:8,578 # 29 *---------------------: MetroScan / King Owner Site Mail Use Lgl Bedrm: # 30 Owner Site Mail Use Lgl Bedrm: # 31 Owner Site Mail Use Lgl Bedrm: # 32 Owner Site Mail Use Lgl Bedrm: :East Valley Petula Llc :4201 E Valley Rd Renton :801 Grand Ave Des Moines Ia 50392 :195 Ind,Warehouse :LOT 6 KOLL BUSINESS CENTER-RENTON Bth F3H: / / Stories:1 BldgSF:21,050 *---------------------: MetroScan / King :Kirkeby Trust Properties :445 SW 41st St Renton 98055 :14900 Interurban Ave S #210 Seattle Wa 98168 :106 Off,Office Building :LOT 7 KOLL BUSINESS CENTER-RENTON Bth F3H: / j ~tories:1 BldgSF:29,045 *---------------------: MetroScan / King :Kirkeby Trust Properties :445 SW 41st St Renton 98055 :14900 Interurban Ave S #210 Seattle Wa 98168 :106 Off,Office Building :LOT 7 KOLL BUSINESS CENTER-RENTON Bth F3H: / / Stories:1 BldgSF:29,045 *---------------------: MetroScan / King :Kirkeby Trust Properties :4150 Lind Ave SW Renton 98055 :14900 Interurban Ave S #210 Seattle Wa 98168 :106 Off,Office Building :LOT 8 KOLL BUSINESS CENTER-RENTON Bth J1:.3H.:. / / Stories: 1 BldgSF: 55,375 ~~~~~~4It---~;;;~;~-~~~~---~~---* Sale Date :10/08/2003 Sale Price Asd.V ;$2,002,400 Q:NW S:31 T:23N R:05E Ac:3.21 YB:1980 Ph: :-------------------------------* Parcel # :392680 0060 05 Sale Date :10/08/2003 Sale Price Asd.V :$2,002,400 Q:NW S:31 T:23N R:05E' Ac:3.21 YB:1980 Ph: :-------------------------~-----* Parcel # :392680 0070 03 Sale Date :12/10/1990 Sale Price Asd.V :$4,304,800 Q:NW S:31 T:23N R:05E Ac:4.59 YB:1987 Ph:. :-------------------------------* Parcel # :392680 0070 03 Sale Date :12/10/1990 Sale Price Asd.V :$4,304,800 Q:NW S:31 T:23N R:05E Ac:4.59 YB:1987 Ph: :----------------------~--------* Parcel # Sale Date Sale Price : 3926.80 0080 :12/10/1990 Asd.V :$4,021,900 Q:NW S:31 T:23N R:05E Ac:4.35 YB:1988 Ph: 01 Inforl1Ultion compiledfrom various sources. Real Estate Solutions I1Ulkes no representations or warranties as to the accuracy or completeness of information contained in this report. ENVIRONMENTAL CHECKLIST A) BACKGROUND: 1) N arne of Property Owner: Center Cycle Retail Building 2) N arne of Applicant: David Groom 3) Address and Phone Number of Applicant and Contact Person: 220 SW 7th Street #G Renton, WA 98055 425-228-3661 Name of Agent Preparing Checklist (Project Contact Person): J Tor-Jan Ronhovde, Architect The Ronhovde Architects, LLC 6625 S 190th Street, #B-105 Kent, WA 98032 Ph.425-656-0500 Fax 425-656-0501 4) Date Checklist Prepared: February 2004 5) Agency Requesting Checklist: City of Renton .6) Proposed Timing or Schedule (Include phasing if applicable): Construction to begin upon obtaining the necessary permits with completion within 1 year. 7) Do you have any plans for future additions, expansions, or further activity . . related to or connected with this proposal? If yes, explain .. ' No 8) List any environmental information that has been prepared, or will be prepared directly related to this proposal. Soils Report, Phase 1 Environmental Review DEVELOPMENT PLANNING CITY OF RENTON MAR 042004 RECEIVED 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 current pending applications. 10) List any government approvals or permits that will be needed for your proposal, if known. Building permit, grade and fill, utility extensions. 11) Give a brief description of your proposal, including the proposed uses and the size of the project and site. Construct a single level retail building approx. 7595 SF on a 36,729 SF site. 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 the proposal occurs over a range of area, provide the range or boundaries of the site(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. 3850 Lind Ave SW, Renton, WA B) ENVIRONMENTAL ELEMENTS: 1) Earth: A) General description of the site (circle one): ~ rolling, hilly, steep slopes, mountainous, other: B). . What is the steepest slope on the site (approximate percent slope)? Not more than 3-4% occurring over a small portion of the site. Approx. 95% of the site is flat. C) What are the types of soils 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 predominant soil is loose soft silty sand and peat overlain by medium dense to dense silty sand with gravel, cobble and occasional boulders. No farmland. D) Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No 2 E) Describe the purpose, type and approximate quantities of any fIlling and grading proposed. Indicate source of fill. The site has been previously filled and rough graded per a previous short plat. Import or export of fill material is not anticipated. Removed topsoils will be balanced in the landscaping. F) Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. An engineered soils erosion and sedimentation plan will be submitted with the construction plans. G) About what portion of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approx. 80%. H) the earth. Proposed measures to reduce or control erosion, or other impacts to See item "G" above. 2) Air: A) What types of emissions to the air would result from the proposal (ie: dust, automobile, odors, industrial, wood smoke) during construction and when the project is completed? If any, generally describe. Dust and equipment exhaust during construction and auto and truck exhaust after completion. Quantities are unknown. B) Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe. No. C) Proposed measures to reduce or control emissions or other impacts to air, if any: None. 3) Water: No. 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. 3 • 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. Not applicable. 3) Estimate the amount of fiU and dredge material that would be placed in or removed from surface waters or wetlands and indicate the area of the site that would be affected.. Indicate the source of fill material. Not applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Not applicable. No ./ 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. /\ 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. Stonn water will be detained and treated per an engineered stonn system that is existing in the development that was approved for a previous development Quantities are unknown at this time. No. B)' Ground: I) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. 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, such as the number of such systems, 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. Not applicable. C) Water Runoff (including storm water): 4 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. Stonn water runoff from impervious surfaces (roofs and paving areas) will be collected, detained and treated in an engineered stonn system on site and approved as part of a previous development. No. 2) Could waste materials enter the ground or surface waters? If so, generally describe. D) Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None in addition to those previously described. 4) Plants: A) Check or circle types of vegetation found on the site: Deciduous tree: alder, maple, aspen, other. Evergreen tree: fir, cedar, pine, other. Shrubs: ~: Pasture: Crop or grain: Wet soils plants: cattail, buttercup, bullrush, skunk cabbage, other: Water plants: water lily, eelgrass, milfoil, other. Other types of vegetation. B) What kind and amount of vegetation will be removed or altered? The site has been previously filled and graded. There are only minor amounts of existing grasses. All will be removed as part of this proposal. None. C) List threatened or endangered species known to be on or near the site: D) Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on site, if any. Any new landscaping will make extensive use of native plant materials. 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, ~ongbird~, other: Mammals: deer, elk, beaver, other: Fish: bass, salmon, trout, herring, shellfish, other: 5 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? 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. Natural gas or electric for heating and cooling, electric lighting. B) Would the 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 impacts, if any: The completed projects will exceed the requirements of the current Washington State Energy Code. 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. No. 1) Describe special emergency services that might be required. None known. 2) Proposed measures to reduce or control environmental health hazards, if any: None. B) Noise: 6 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Traffic from adjacent roads will be noticeable but will not affect the operation of this proposal. 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? Short-term construction noise, long-term vehicle noise generated by the users of the project. 3) Proposed measures to reduce or control noise impact, if any: None, the adjacent roadway generates more noise than is anticipated to be generated by the completed project. 8) Land and Shoreline Use: A) What is the current use of the site and adjacent properties? The site is currently vacant. The west property is commercial Fred Meyer Retail Development, the east property is commercial K-Mart Development, the north property is commercial motorcycle retail development, the south property is railroad right of way with retail development to the south of that. B) Has the site been used for agriculture? If so, describe: No. C) . Describe any structures on the site: Not applicable. D) Will any structures be demolished? Not applicable. E) What is the current zoning of the site? 1M Medium Industrial F) What is the current comprehensive plan designation of the site. Valley Comprehensive land Use Area. G) If applicable, what is the current shoreline master program designation of the site? Not applicable. H) Has any part of the site been classifies.as an "environmentally sensitive" area? If so, specify: 7 No. I) Approximately how many people would reside or work in the completed project? No residents. 1 worker per thousand SF of building. J) Approximately how many people would the completed project displace? None. K) Proposed measures to avoid or reduce displacement impacts, if any: Not applicable. L) Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The project will comply with all current zoning requirements, no variances or special conditions approvals are anticipated. 9) Housing: A) Approximately how many units would be provided, if any? None. B) Approximately how many units, if any, would be eliminated? . Indicate whether high, middle, or low-income housing. Not applicable. 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? The buildings are not anticipated to exceed 26 feet (one story). The exterior building material is anticipated to be painted or colored concrete masonry, metal siding, stucco and glass. B) What views in the immediate vicinity would be altered or obstructed? None. C) Proposed measures to reduce or control aesthetic impacts, if any: 8 None. This project will enhance the existing aesthetics. 11) Light and Glare: A) What type of light or glare will the proposal produce? What time of day would it mainly occur? The project will require parking lot and building lighting during nonnal retail business hours. B) Could light or glare from the finished project be a safety hazard or interfere views? No. C) What existing off-site sources of light or glare may affect your proposal? None. D) Proposed measures to reduce or control light and glare impacts, if any: The project will use shielded light source luminaires for parking lot lighting and building lighting 12) Recreation: A) What designa~ed 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 near the site? If so, generally describe: No. 9 B) Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. C) Proposed measures to reduce or control impacts, if any: Not applicable. 14) Transportation: A) Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans if any. Access is from south Lind and the existing paved easement to the north and east. B) Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The site is served by public transit, the nearest transit stop is within 100 yards of the site. C) How many parking spaces would the completed project have? How any would the project eliminate? 33 spaces are proposed on the site. None .are existing at this time. 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 improvements are required. 2 new curb cuts w2ill be installed. E) Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe: No. Inactive rail spur to the south. F) How many vehicular trips per day would be generated by the completed project? If known, indicate when the peak volumes would occur. 45 net new average daily trips are associated with this project. G) Proposed measures to reduce or control transportation impacts, if any: None. 15) Public Services: 10 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 impact on public services, if any: None anticipated. 16) Utilities: A) Circle utilities currently available at the site: jelectricitY!, /Ilatural gasj, ~ refus9 ~ervic9' ~elephon9' ~anitary sewe~, 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: Natural Gas: PSE Sanitary Sewer: City of Renton Water: City of Renton Electricity: PSE Telephone: Qwest Refuse: City of Renton c. Signature: I, the undersigned, state that to the best of my knowledge the above infonnation is true and complete. It is understood that the lead agency may withdraw any declaration of non- significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. ·Proponent (Agent for Owner) Signature~ ~ Name Printed: PlZUtItJ ~AJHOvtlcF Date: 2/2-7 10 1: ~ 7 II GEOTECH 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 CONSULTANTS. INC. . dO. Center Cycle 20 Southwest 7th Street, Suite G Renton, Washington 98055 Attention: David Groom Subject: Transmittal Letter -Geotechnical Engineering Study Proposed New Center Cycle Building 39xx Lind Avenue Southwest Renton, Washington Dear Mr. Groom: February 3, 2004 JN 04008 We are pleased to present this geotechnical engineering report for your new Center Cycle building to be constructed in Renton. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design criteria for foundations, retaining walls, and pavements. This work was . authorized by your.acceptance of our proposal, P-6284, dated January 7, 2004. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. Respectfully submitted, GEOTECH CONSULTANTS, INC. Marc R. McGinnis, P.E. Principal cc: The Ronhovde Architects -Torjan Ronhovde MRM: esn DEVelOPMENT PLANNING CITY OF RENTON MAR 042004 RECEIVED GEOTECH CONSULTANTS, INC. GEOTECHNICAL ENGINEERING STUDY Proposed New Center Cycle Building 39xx Lind Avenue Southwest Renton, Washington This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed new Center Cycle building to be constructed in Renton. We were provided with an undated copy of the Proposed Site Plan developed by The Ronhovde Architects. Based on this plan, and discussions with Torjan Ronhovde, we anticipate that a one-story retail structure will be constructed on the north portion of the site. This building will be used for sales and repair of bicycles. Currently, concrete masonry unit (CMU) construction is being contemplated for the exterior building walls. Although no final grading information was provided on the site plan, we understand that the slab-on-grade floor will be near the existing site grade. Therefore, no cuts or fills in excess of a few feet are anticipated. The southern half of the property will be covered with paved parking, which will be accessed both from Lind Avenue Southwest and from the paved access road near the southeastern corner. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The irregularly shaped lot is situated on the southeastern corner of the intersection of Lind Avenue Southwest and Southwest 39th Street. Lind Avenue Southwest abuts the western property line, and a paved access road for the adjacent cinemas to the east extends along the angled eastern property line. Immediately south of the site is a railroad spur that appears to have been unused for a long time. At the time of our field work, there was water standing in a depressed portion of this railroad spur, off the southeastern corner of the site. This depression appears to have been intentionally created to allow railroad cars to off-load at the low doors along the north wall of the adjacent warehouse building. Currently undeveloped, the subject lot is covered with low grass and weeds, with Scotch broom and blackberry vines in the northern tip of the site. The ground surface is relatively flat, and only slightly above Lind Avenue Southwest and the adjacent paved access road. We observed shallow standing water at isolated locations on the property, following recent rains. The development around "the site is strictly industrial and commercial in nature. Tilt-up warehouse and office buildings occupy most of the site vicinity. Immediately to the north is a newer office park, with a storm detention pond in its southeastern corner, to the east of the subject site. Several . hundred feet to the east is a new multi-screen movie theater. GEOTECH CONSULTANTS. INC. Center Cycle February 3, 2004 SUBSURFACE IN 04008 Page 2 The subsurface conditions were explored by excavating five test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The test pits were excavated on January 16, 2004 with a rubber-tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soil encountered. "Grab" samples of selected subsurface soil were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 through 5. Soil Conditions The test pits all encountered generally similar subsurface conditions. The upper 5 to 6 feet of soil is fill consisting of slightly silty, gravelly sand that was brought to the property from an off-site source. Based on the observed difficulty of excavation throughout this fill, it appears to be medium-dense, and to have been compacted in lifts when it was placed. Underlying the fill was a 12-to 18-inch-thick layer of silt and organic silt that appears to have been the original topsoil before the fill was placed. The surface organics were removed before laying the fill over the topsoil. Beneath the topsoil, we observed 3 to 4 feet of loose silt, underlain by loose to medium-dense, silty sand. These soils are typical of the sediments that have been deposited in. the Kent/Renton Valley by flooding and meandering of rivers and streams following the recession of the glaciers over 10,000 years ago. The borings and test pits that we have previously completed for geotechnical studies on numerous projects in the area have encountered similar subsurface conditions. Groundwater Conditions Perched groundwater seepage was observed just above the old topsoil layer in all of the test pits. This shallow groundwater has resulted from precipitation percolating downward through the fill until it is stopped, or slowed, by the lower permeability of the silt topsoil. The fill soils became very moist to wet within a few feet of the perched water layer. In addition to the shallow, perched seepage, moderate groundwater seepage was observed below a depth of approximately 10 feet. This seepage level appears to represent the regional water table that underlies the valley. This water table typically rises and falls seasonally. The final logs represent our interpretations of the field logs and laboratory tests. The stratification lines on the logs represent the approximate boundaries between soil types at the exploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. GEOTECH CONSULTANTS. INC. Center Cycle February 3, 2004 IN 04008 Page 3 The compaction of backfill was not in the scope of our services. Loose soil will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. CONCLUSIONS AND RECOMMENDATIONS GENERAL THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDA TIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY REL YING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test pits conducted for this study encountered 4 to 5 feet of moderately compact fill overlying soft, organic silt and loose alluvial soils. Based on the observed conditions, the anticipated commercial nature of the construction, and our previous experience with similar projects in the area, it is our opinion that the planned building can be supported on conventional foundations. The nearby buildings typically have utilized conventional foundations, with post-construction settlement within acceptable limits for commercial and industrial buildings. However, in order to reduce the potential for excessive post-construction differential settlement for this retail building, we recommend that the following measures be taken: 1. Keep the foundation subgrade elevations as close to the existing ground surface as possible, in order to maximize the thickness of compacted fill between the footings and the soft, organic silt and loose alluvi,um. 2. Ensure that the fill within 2 feet of the bottoms of all foundations is compacted to a minimum of 95 percent of the maximum Modified Proctor (ASTM Test D-1557) dry density. If the earthwork occurs during hot, dry weather, it may be possible to overexcavate one foot below the footing, recompact the underlying fill to at least 95 percent relative compaction, then replace the one foot of fill with proper compaction. In its current, overly moist state, it will likely not be possible to achieve 95 percent compaction on the existing fill soils. 3. Utilize only continuous footings, even to support interior columns and walls. 4. Reinforce the continuous footings sufficiently so that they could theoretically span a minimum distance of 1 e feet without support. This creates foundations that are relatively rigid, similar to grade beams. By implementing these foundations measures, the potential for excessive differential settlement should be low. However, as with any commercial buildings in the vicinity that are underlain by alluvial soils, it is possible that slight cosmetic cracking may develop in the eMU walls over time. This should not present a structural concern. The floor slab should be underlain by at least 12 inches of structural fill compacted to a minimum 95 percent relative compaction. Floor slabs should also be reinforced with rebar to limit cracking if differential settlement does occur. Typically, No. 4 rebar at a maximum spacing of 16 inches running in both directions is sufficient. Additionally, walkways and slabs should be doweled into the GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 IN 04008 Page 4 foundations at doorways. This allows them to "ramp away" from the doorway if they settle relative to the building, reducing the potential for a down set and trip hazard at the door threshold. Based on our observations, and the results of our laboratory tests, the moisture contents of the on- site fill soils are above the optimum moisture content necessary for the required structural fill compaction. These fine-grained silty soils are sensitive to moisture, which makes them impossible to adequately compact when they have moisture contents even 2 to 3 percent above their optimum moisture content. The reuse of these soils as structural fill to level the site will only be successful during hot, dry weather. Aeration of each loose lift of soil will be required to dry it before the lift is compacted. Alternatively, the soil could be chemically dried by adding lime, kiln dust, or cement, provided this is allowed by the responsible building department. Regardless of the method of drying, the earthwork process will be slowed dramatically. The earthwork contractor must be prepared to rework areas that do not achieve proper compaction due to high moisture content. The soft silt and alluvial soils that underlie the existing fill are totally unsuitable for reuse as structural fill, including utility trench backfill in structural areas, such as pavements. The drainage and/or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. Geotech Consultants, Inc. should be allowed to review the final development plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and it may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. We recommend including this report, in its entirety, in the project contract documents. SEISMIC CONSIDERA TlONS The site is located within Seismic Zone 3, as illustrated on Figure No. 16-2 of the 1997 Uniform Building Code (UBC). In accordance with Table 16-J of the 1997 UBC, the site soil profile within 100 feetof the ground surface is best represented by Soil Profile Type SE (Soft Soil). The loose sands that lie beneath the regional groundwater table are susceptible to seismic liquefaction. The recommendations presented in this report are intended to prevent a catastrophic failure of the foundation system in the event of liquefaction during a large earthquake. It is not practical to prevent structural damage or to ensure that the building is usable after such an earthquake. However, by preventing catastrophic failure of the foundations due to liquefaction, the safety of the occupants should be protected. This conforms to the intent of Section 1626.1 of the 1997 UBC, which requires that the design "safeguards against major structural failures and loss of life." ," GEOTECH CONSULTANTS, INC. . Center Cycle February 3,2004 CONVENTIONAL FOUNDATIONS IN 04008 Page 5 The proposed structure can be supported on continuous conventional footings bearing at least 2 feet of structural fill that is compacted to at least 95 percent of the maximum Modified Proctor (ASTM Test 0-1557) dry density. In order to minimize the potential for differential settlement, the base of the footings should be set as close to the existing grade as is possible. This maximizes the depth of compacted fill between the footings and the old topsoil and loose alluvial soils. If the earthwork is conducted during hot, dry weather, the existing fill could be excavated and replaced with adequate compaction beneath footings. Proper compaction of structural fill should be verified with frequent density testing during fill placement. Prior to placing structural fill beneath foundations, the excavation should be observed by the geotechnical engineer to document that adequate bearing soils have been exposed. We recommend that continuous footings have minimum widths of 16 inches. Additionally, they should be sufficiently reinforced to theoretically be able to span a minimum distance of 10 feet without support. This will result in a relatively rigid foundation that is similar to a grade beam, and is intended to reduce the potential for excessive differential settlement as the underlying soft and loose soils consolidate over time. Footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface, but this grade could be built higher than the existing grade by placing fill around the building to raise the final ground surface. An allowable bearing pressure of 2,000 pounds per square foot (pst) is appropriate for footings supported as discussed above. A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post-construction settlement of footings founded on competent native soil, or on structural fill up to 5 feet in thickness, will, be one to 2 inches, with differential settlements on the order of one-half inch in a distance of 25 feet along a continuous footing with a uniform load. Lateral loads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: Coefficient of Friction 0.45 Passive Earth Pressure 300 pcf Where: (i) pct is pounds per cubic toot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 PERMANENT FOUNDATION AND RETAINING WALLS IN 04008 Page 6 Tall retaining walls are not anticipated for this project. . However, walls backfilled on only one side should still be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: Active Earth Pressure * 40 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.45 Soil Unit Weight 130 pcf Where: (i) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psftimes the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining odoundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The wall design criteria assume that the backfill will be well-compacted in lifts no. thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand-operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill and Waterproofing Backfill placed behind retaining or foundation walls should be coarse, free-draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 IN 04008 Page 7 particles passing the No. 4 sieve should be between 25 and 70 percent. If the existing slightly silty fill soil is reused as wall backfill, a minimum 12-inch width of free-draining gravel should be placed against the backfilled retaining walls. The native soils that underlie the fill are not acceptable for reuse as retaining wall backfill, due to their low compacted strength. The later section entitled Drainage Considerations should also be reviewed for recommendations related to subsurface drainage behind foundation and retaining walls. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build-up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. The section entitled General Earthwork and Structural Fill contains . recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below-grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage. systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop leaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold-joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLABS-ON-GRADE The building floors can be consfructed as slabs-on-grade atop the existing structural fill, provided the subgrade soils are compacted to at least 95 percent of the maximum Modified Proctor dry density. Additionally, we recommend reinforcing floor slabs and entry walks with rebar to reduce cracking that could result from differential settlement as the underlying soils consolidate. Additionally, it is prudent to dowel slabs and entry walks into the continuous foundations at doorways, preventing a downset from occurring at the door threshold. All interior slabs-on-grade should be underlain by a capillary break or drainage layer consisting of a minimum 4-inch thickness of coarse, free-draining structural fill with a gradation similar to that discussed in Permanent Foundation and Retaining Walls. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below anyon-grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any. moisture-sensitive equipment or products. ACI also notes that GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 IN 04008 Page 8 vapor retarders, such as 6-mil plastic sheeting, are typically used. A vapor retarder is defined as a material with a permeance of less than 0.3 US perms per square foot (pst) per houri as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where plastic sheeting is used under slabs, joints should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.00 perms per square foot per hour when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. In the recent pas( ACI (Section 4.1.5) recommended that a minimum of 4 inches of well-graded compactable granular material, such as a 5/8 inch minus crushed rock pavement base, should be placed over the vapor retarder or barrier for protection of the retarder or barrier and as a "blotter" to aid in the curing of the concrete slab. Sand was not recommended by ACI for this purpose. However, the use of material over the vapor retarder is controversial as noted in current ACI literature because of the potential that the protection/blotter material can become wet between the time of its placement and the installation of the slab. If the material is wet prior to slab placement, which is always possible in the Puget Sound area, it could cause vapor transmission to occur up through the slab in the future, essentially destroying the purpose of the vapor barrier/retarder. Therefore, if there is a potential that the protection/blotter material will become wet before the slab is installed, ACI now recommends that no protection/blotter material be used. However, ACI then recommends that, because there is a potential for slab cure due to the loss of the blotter material, joint spacing in the slab be reduced; a low shrinkage concrete mixture be used, and "other measures" (steel reinforcing, etc.) be used. ASTM E-1643-98 "Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs" generally agrees with the recent ACI literature. We recommend that the contractor, the project materials engineer, and the owner discuss these issues and review recent ACI literature and ASTM E-1643 for installation guidelines and guidance on the use of the protection/blotter material. Our opinion is that with impervious surfaces that all means should be undertaken to reduce water vapor transmission. EXCAVA TlONS AND SLOPES Excavation slopes should not exceed the limits specified in local, state, and national government safety regulations. No deep e.xcavations are anticipated, with utility trenches likely being the deepest temporary cuts that will be necessary. Temporary cuts in the upper approximately 4 feet of the existing fill can be cut at a 1: 1 (Horizontal:Vertical) inclination. Near, or below, the level of perched seepage, the temporary cuts will either need to be flared out to an approximate 1.5:1 (H:V) inclination, or excavation shoring will be needed. Excavations that extend into the wet sands would require SUbstantial shoring and excavation dewatering. The above-recommended temporary slope inclinations are based on what has been successful at other sites with similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of foundations, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. It is also important that surface water be directed away from temporary slope cuts. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that loose or wet soil can cave suddenly and without warning. Excavation, foundation, and utility GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 IN 04008 Page 9 contractors should be made especially aware of this potential danger. These recommendations may need to be modified if the area near the potential cuts has been disturbed in the past by utility installation, or if settlement-sensitive utilities are located nearby. DRAINAGE CONSIDERA TlONS Foundation drains should be used where a slab is below the outside grade, or the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth- retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non-woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 6. For the best long-term performance, perforated PVC pipe is recommended for all subsurface drains. Groundwater was observed during our field work. If seepage is encountered in an excavation, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to a building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retai,ning walls. PAVEMENT AREAS The pavement section may be supported on the existing fill soils, provided the subgrade can be compacted to a 95 percent density. Because the site soils are silty and moisture sensitive, we recommend that the pavement subgrade be in a stable, non-yielding condition at the time of paving. Granular structural fill or geotextile fabric may be needed to stabilize soft, wet, or unstable areas. To evaluate pavement subgrade strength, we recommend that a proof roll be completed with a loaded dump truck immediately before paving. In niost 'instances where unstable subgrade conditions are encountered, an additional 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Co-nsultants, Inc., after the site is stripped and cut to grade. Recommendations for the compaction of structural fill beneath pavements are given in the section entitled General Earthwork and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement for lightly loaded traffic and parking areas should consist of 2 inches of asphalt concrete (AC) over 4 inches of crushed rock base (CRB) or 3 inches of asphalt-treated base (A TB). We recommend providing heavily loaded areas with 3 inches of AC over 6 inches of CRB or 4 inches of ATB. Heavily loaded areas are typically main driveways, dumpster sites, or areas with truck traffic. GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 IN 04008 Page 10 The pavement section recommendations and guidelines presented in this report are based on our experience in the area and on what has been successful in similar situations. As with any pavements, some maintenance and repair of limited areas can be expected as the pavement ages. To provide for a design without the need for any repair would be uneconomical. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non-structural areas, such as landscape beds. Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the .. required compaction. The following table presents recommended relative compactions for structural fill: Filled slopes and behind 90% retaini walls 95% for upper12 inches of Beneath pavements subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557-91 (Modified Proctor). The General section should be reviewed for considerations related to reuse of the on-site soils as structural fill. Structural fill that will be placed in wet weather should consist of a coarse, granular soil with a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of soil passing the three-quarter-inch sieve. GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 LIMITATIONS IN 04008 Page 11 The analysis, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test pits are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Center Cycle, David Groom, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERVICES Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services only when requested by you or your representatives. We can only document site work that we actually observe. It is still the responsibility of your contractor or on-site construction team to verify that our recommendations are being followed, whether we are present at the site or not. GEOTECH CONSULTANTS, INC. Center Cycle February 3, 2004 The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 5 Test Pit Logs Plate 6 Typical Footing Drain Detail IN 04008 Page 12 We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM: esn Respectfully submitted, lQ/25JDS Marc R. McGinnis, P. E. Principal GEOTECH CONSULTANTS, INC. sw RENTON ···· ... c&_ ''71' ....... (Source: Thomas Brothers Street Guide and Directory) GEOTECH CONSULTANTS, INC. VICINITY MAP 39xx Lind Avenue Southwest . Renton, Washington I Job No: 04008 I Date: Jan. 2004 I I Plate: Not To Scale 1 outhwest 39th Street .'fIIII"i' .......... , , . i '. . , I . . , I ". . , - ! " ~! ~ , I ~ ; " ~ i ". ~. O . , ~ I • ~ CI) • '. ~..o o ! ~ ~ ::J I '. \90-t: . o I , ~ ~ . ~ ~ <C ! " is'd' "0 ! " 1b t: I " ~o- ~ ; , I ., . ~ ! , ! ~ r-:::;,;jjjI ". I TP-3' Proposed Parking ~ '. ; TP-S '., . ., I , . ., I . . • .......... . -. .... ~.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.~~- NORTH (Source: Proposed Center Cycle Site Plan-Renton; The Ronhovde Architects; undated) Not To Scale ~~ ~!;2,1~~~. ~~~~~D~~~~~~~~ SITE EXPLORATION PLAN 8245 West Mercer Way Mercer Island, Washington I Job No: 00039 I Date: 'Feb. 2000 I Plate: 2 • ). ~e; ~6\ e TEST PIT 1 e ~·v \V'I., ~ . ~ '" 'l.,e; ~ ~o'\; 'l.,e; ~() ~e; 00 <i~ CP'" ((.,09 \)~ Description -Brown to gray, slightly gravelly, slightly silty SAND, fine-to medium-grained, -FILL moist, medium-dense (FILL) "" -becomes very moist -... 5 ~ [olj Black, organic SILT, low plasticity, very moist, soft l-I ii' i i Gray SILT with occasional lenses of silty sand, non-plastic, very moist, loose I!, II, I-IMLI ~ I- IIII11 10 ~ ... :~::I Dark gray to black, silty SAND, fine-grained, wet, loose to medium-dense I-:,<I.I,,,.I!:. l- I-* Test Pit was terminated at 12 feet on January 16, 2004. I-* Slight perched groundwater seepage was observed at approximately 5 15 --feet and below 10 feet during excavation~ * Slight caving was observed below 8 feet during excavation. ). ,e; ~\O\ TEST PIT 2 ~'I.,. .::p>¢Y ",'I., 'l.,e;~ ~ ~o 'l.,e;~(} ~e; 00 <:i~ CP'" t\ 09 \)~ Description Thin layer of railroad ballast rock over brown to gray, slightly silty, gravelly SAND, -medium-to fine-grained, moist, medium-dense (FILL) -FILL -becomes very moist , --... 5 -1 '~~' I Dark brown SILT with fine organics, low plasticity, very moist, soft -1ESl -III II! I Dark gray SILT with lenses of silty sand, low plasticity, very moist, loose -~ -... " I ! i I 10 -!I(~~!:j Dark gray, silty SAND, fine-grained, wet, loose to medium-dense ---* Test Pit was terminated at 11.5 feet on January 16, 2004. -* Perched groundwater seepage was observed at approximately 4.5 feet 15-and below 10 feet during excavation. * Slight caving was observed from 4 to 5 feet and below 10 feet during excavation. . TEST PIT LOG ~41 GEOTECH 39xx Lind Avenue Southwest CONSULTANTS, INC. Renton, Washington ~ ~? Job No: I Date: ,IL099ed by: I Plate: 04008 January 2004 MRM 3 " ----5 ~ '- '- ~ '- 10 '-- '- ~ ~ ~ 15-- '- ~ '- I- 5 '-- ~ ~ ~ '- 10 '-- '- ~ '- I- 151.- . ~tJ ~ • FILL .~:. , JML) : TEST PIT 3 Description Brown, slightly silty, gravelly SAND, medium-to fine-grained, moist, medium- dense (FILL) -becomes light gray, gravelly SAND, very moist Brown SILT with fine organics, low plasticity, very moist, soft Dark gray SILT, lovv plasticity, very moist, loose * Test Pit was terminated at 6.5 feet on January 16, 2004. * Perched groundwater seepage was observed at approximately 4.5 feet during excavation. * Slight caving was observed between 4 and 5 feet during excavation. TEST PIT 4 Description Brown, slightly silty, gravelly SAND, medium-to fine-grained, moist, FILL medium-dense (FILL) -becomes very moist'· . ~~~~------~~~--~~~----~--~--------------IOL I Dark brown, organic SILT, low plasticity, very moist, soft Iii iii i Dark gray SILT with lenses of silty sand, non-plastic, very moist, loose lMLli l!: 1 i·; l iii it!! I"·" . ilSMli Dark gray, silty SAND, fine-grained, wet, loose ! I t ~. I I ! ' . * Test Pit was terminated at 11.5 feet on January 16, 2004. * Perched groundwater seepage was observed at approximately 4 feet and below 10 feet during excavation. * Slight caving was observed below 10 feet during excavation. GEOTECH CONSULTANTS, INC. TEST PIT LOG 39xx Lind Avenue Southwest Renton, Washington 1~.p .. Job No: I Date: 1 Logged by: lPlate: 04008 January 20041 MRM 4 ---- 5-----10---""" I- 15 ...... TEST PI:T5 tit i Description Brown, slightly silty, gravelly SAND, medium-to fine-grained, moist, FILL medium-dense (FILL) -becomes very moist T FILL Gray, slightly silty, gravelly SAND, medium-to coarse-grained, wet, loose (FILL) 10L I Dark brown, organic SILT, low plasticity, very moist, soft II~II Dark gray SILT low olasticitv. very moist loose * Test Pit was terminated at 8.5 feet on January 16, 2004. * Moderate perched groundwater seepage was observed from 4 to 6 feet during excavation. * Heavy caving was observed from 4 to 6 feet during excavation. GEOTECH CONSULTANTS, INC. Job No: 04008 TEST PIT LOG 39xx Lind Avenue Southwest Renton, Washington I Date: ILogged by: 1 Plate: January 20041 MRM I 5 Slope backfill away from foundation. Provide surface drains where necessary. 6" min. Backfill (See text for requirements) Tightline Roof Drain (Do not connect to footing drain) Vapor Retarder or Barrier ~-~"""iIifI'I'!II?" NOTES: '---4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free-Draining Gravel (if appropriate) (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. GEOTECH CONSULTANTS, INC. TYPICAL FOOTING DRAIN 39xx Lind Avenue Southwest Renton, Washington I bate" I Scale: I Plate: ; Jan. "2004 • Not to Scale • 6 ! r", DEVELOPMENT PLANNING CITY OF RENTON MAR 0 4 2004. RECEIVED STORM DRAINAGE ANALYSIS AND TECHNICAL INFORMATION REPORT CENTER CYCLE BUILDING 3850 LIND AVE SW RENTON, WASHINGTON . for: . Dave Groom Center Cycle. 3900 Lind Ave SW Renton, WA 98031 February 20, 2004 by Rykels Engineering Group, Inc 28301 18310 Ave SE Kent, WA 98042 ph 253-631-6598 fax 253-638-1982 1 .'V e Center Cycle, Renton, W A TABLE OF CONTENTS I. PROJECT OVERVIEW II. PRELIMINARY CONDITIONS SUMMARY III. OFF SITE ANALYSIS IV. RETENTION/DETENTION SYSTEM V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN VI. SPECIAL REPORTS AND STUDIES VII. BASIN AND COMMUNITY PLAN AREAS VIII. OTHER PERMITS ~. IX. EROSION/SEDIMENTATION CONTROL DESIGN X. BOND QUANTITIES WORKSHEET, RETENTION/DETENTION FACILITY SUMMARY SHEET XI. MAINTENANCE AND OPERATIONS LIST OF FIGURES AND A IT ACHMENTS FIGURES 1. PROJECT LOCATION MAP 2. EXISTING SITE TOPOGRAPHY 3. PROPOSED SITE IMPROVEMENT PLAN 4. DETENTION SYSTEM IMPROVEMENTS . --._.-_. AITACHMENTS 1. RESULTS OF HYDROLOGIC ANALYSIS 2. DEVELOPED CONDITIONS 3. EXISTING CONDITIONS 4. WATER QUALITY TANK SIZING 2 e Center Cycle, Renton, WA e I. PROJECT OVERVIEW Predeveloped Conditions -The approximate 0~84 acre site is located at the southeast corner of the intersection of Lind Ave SW and SW 39th Street in the City of Renton, WA. There are no existing structures on the site. The existing condition of the site is a vacant grassy field. The site is currently unused, although it appears that the property has been filled in the past. The site is predominately level. Available topographic information indicates that the property generally sheet-drains Lind Ave. There are no streams, swales, ponds or other significant hydrologic features identified on the site. Developed Conditions -The proposed project, known as Center Cycle includes the development ofthe site with an approximate 7,300 sf building for sales and service of bicycles. Approximately 7,100 sf of paved parking and access improvements are also proposed, the remainder of the site will be landscaped. The required improvements will include the connection to existing water and sanitary sewer mains, construction of a storm drainage collection and water quality system, and paving improvements. The City has required construction of a new concrete sidewalk along the Lind Ave frontage. The storm drainage system will discharge to the existing drainage system located within the access road to the east. II. PRELIMINARY CONDITIONS SUMMARY There are no special drainage requirements that apply to the development of this property. The preapplication requirements specify that the storm drainage design requirements applicable to this project are found in the King County Surface Water Design Manual as modified by the City of Renton . III. OFF-SITE ANALYSIS A. Upstream Tributary Areas -All properties surrounding this site are fully developed with recent commercial construction. Each site has its own storm drainage collection, (jetention and water quality system that discharges to the 54-inch storm drain located in Lind Avel ' . B. Downstream Analysis -The property will discharge to an existing 15-inch storm drain system that flows from east to west along within the private access road. This existing system drains to the existing 54-inch storm drain located in Lind Ave. There are no· specific problems related to this system. . C. Existing Soils -The King County Soils Survey Maps identify the soil types for the subject site as Renton Silt Loam Series, Hydrologic Soil Group, "0"., these soils have . been covered by 3-4 feet of imported fill. 3 e Center Cycle, Renton, WA e 'I. IV. RETENTION/DETENTION ANALYSIS AND DESIGN - A. Existing Site Hydrology -The project drainage basin -is shown in on the exhibits. . There is one subbasin identified for the existing site and tributary area. Existing predeveloped conditions for the site is summarized in Table 1. Table 1 Existing Site HydrolQgicCharacteristics Pervious Area CN Pervious Impervious CN Impervious Area 0.68 91 _. 0.16 98 The following are the Computer generated peak flow rates for the subbasin hydrographs for existing conditions. Table 2 Existing Site Runoff 24 hr design storm 2-yr "peak runoff rate 0.17 cfs 10-yr 0.30 cfs 100-yr 0.44 cfs B. Developed Site Hydrology -The developed drainage system consists of the runoff from all the lots and the proposed roadway improvements. Due to the topography of the site, there is no developed area that will bypass the detention facilities. Table 3 Developed Site Hydrologic Characteristics Subbasiri--"-'~' Pervious Area CN Pervious dev' 0.18 90 Impervious Area .66 CN Impervious 98 The following are the Computer generated peak flow rates for developed conditions for the hydrographs to be routed through the RD facility. Table 4 DeveloQ.ed Flow Rates 24-hr design storm 2-yr peak runoff rate 0.40 cfs 10-yr 0.61 ctS 100-yr 0.85 cfs C. . Hydrologic Analysis -The applicable drainage requirements of the City of Renton specify that storm drain detention is not required for those projects who developed rate of runoff does not exceed the existing rate of runoff by 0.50 cfs or less. The following table compares the pre-post runoff rates for the subject site, and confirms that the project is Exempt from onsite detention. T bl 5 P d a e re-eve ope d 0 vs eve ope d FI R t t d th ow a es rou e h RID F rouQl ac. 2-yr 10-yr 100-yr Developed Runoff 0.40cfs 0.61 cfs 0.85 cfs Existing Runoff 0.17cfs 0.30 cfs 0.44 cfs Net Increase in Runof 0.23 cfs 0.31 cfs 0~41 cfs 4 e Center Cycle, Renton, W A Detailed calculations and hydrograph analysis for this system are attached to the rear of the report.· D. Retention/Detention System -Storm drainage is not required for this.project. E. Water Quality. -The BMP for storm water quality is the use of a wet vault. All runoff from the parking lot and paved areas will be collected and discharged to this wet vault. The downspout runoff will bypass the water quality vault and will discharge directly to the existing storm drainage system. Design calculations for the water quality vault are included in the appendix. Water quality treatment will be provided by using 90 If of 36" CMP with 2.5 feet of dead storage designed into the tank. V. CONVEYANCE SYSTEM ANALYSIS AND DESIGN Detailed calculations for pipe sizing are attached as an appendix to this report. VI. SPECIAL REPORTS AND STUDIES No special reports or studies have been prepared. VII. BASIN-AND COMMUNITY PLANNING AREAS There are no specific drainage development conditions that apply to this project. VIII. OTHER PERMITS A commercial building permit is required for this project, there are no other permits that are required. IX. EROSION/SEDIMENTATION CONTROL DESIGN Detailed design plan for the ESC measures will be submitted as part of the project submittal. X. BOND QUANTITIES WORKSHEET, RETENTION/DETENTION FACILITY SUMMARY SHEET AND SCHEMATIC AND DECLARATION OF COVENANT These submittals are will be provided to the City as required. XI. MAINTENANCE AND OPERATIONS MANUAL 5 e Center Cycle, Renton, WA e The storm drainage improvements will be owned and maintained by the Center Cycle, a MaintenanCe Manual will be provided with the final submittas. 6 <l) III C o CL ./ w -' ~ u z o r-z w 0::: ./" III u .~ 2 Q. ./ III U .:Q. 2 Q. c <l) E " o o >-::2 /" [/1 -' W ~ >- 0::: « ,,/ 01 0' C L' o o ./ '..) ~ ~ c( e ::J: z >-:::i l.&J ~ ....J ....J c( l.&J 5W 39TH 5T ~. ....J l.&J c( e <n ~ <C 0 PROJECT VICINITY MAp· (NOT TO SCALE) LEGAL DESCRIPTION LOT 1 OF CITY OF RENTON SHORT PLAT LUA-97-159-SHPL, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 9805219013, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON l"-to .- c:t:: <n )t,j'T 7S"W ---W~ I ,--I I , - - -'--::::::--- / / I: 7----_ --.\:------\I I'l, '-',' ---, ~!:l-.,.. ___ ~~~~~~~4 I ~ RIM=l -I I : I ~ I.E. 15:P,VC(E,S):;S:3r-I I 'I \I.E. 24 CONC.(W)=6.16 II II I // ~ II PruGGED lB~VC ./ / \ I I: I TRAFFIC SIGNAL OPERATlONS"'-__ /' ~\ I : / & MAINTENANCE ESM'r TO I ' I', / CITY OF RENTON REC. NO. -::;.......---+~ -, / 1 9206302701 "'-I: / ~ t ~ / 36,729 sq. ft. SET PK NAIL WIT AG ~ _ 0.84 acres "HOA 23345" ---.,o~---'l~ I ', " &302696 --"'~-'-+-R--l STORY ~~ETE ILDING 3850 I : UNO AVENUE SW / '\ ,t-. "<0. I : .~ u I : I: I: I: I: I' .~"'T'" 'I : :++==-=F I : I: EX. 30' ACCESS EASEMEj REC. NO. 9206.302696 & REC. NO. 9206302702 C£A/rER CycLE Ex '5TIAl (, Topo EASEMENT; EXHIBIT "8" REC. NO. 9t ------ RENTON CYCLE CENTER, RENTON, WA A PORTION OF THE SW/4 OF SEC. 30, T1fP 23N, RGE liE, W.M. ------ --- W·"-- e /F.Y== 11IM.""'- .. '=un&;"'" - ---------- - - - - ---. - -_.--------- PRELIMINARY SITE IMPROVEMENT PLAN \ II . I I • I .. "1--" Ifll 1 ; PROJECT VICINITY MAP ..... .. LEGAL DESCRlPllON \.OT I" CITY" __ fllAT WA-tJ-1IHIIPI, _ TO K_ fllAT IIrcIIIIID __ CCUITT ____ DJ._" _CCUlTT._ 11UA1l " lIE CITY " _ CXUIT'/ " _mTl"_ SITE DATA :=:::a ::'~"""'11 .".,---, SHEET INDEX ~.Tt~PUH 11II1II _ 1111111_ I'tI1DI IIITAU PI P2 --------- ~H ~ )01 ~ II -Ie ; .! as '. ~ I~ ~r. ,I , ~ ~ ~~81 ~:il ~i~1 ii' I~~I 2!11 ~~ ________ ~~ ____________ ~--~~_,§fl , II ..WIIIL . ........ _---u-...... __ _ ---._--:1---. __ .--... ... -4--... _ ~ ~'t'_ .." IIAIfI( - 0- RENTON CYCLE CENTER, RENTON, WA A PORTION OF THE SlJ/4 OF SEC. 30, TWP 23N, RGE 5E, lUI. ~+-.--... !:'I'N".:l- ~-<, ..... -.. I'lJ"Im-.. _ .... ." ...... , ....... ~ -r_.", ___ .. _ · .... ,_t..,.. ....... _ A 1JI1Ir4lllf.-----'---., 1IdVII:IIr1ua-··--" .... 1EPAWD_V ......... .-en, -•• .:I'.'!III'J:.....,,-.. .~ ... -..... - C8 " QL POLW11CIN AND = 'I) CClN1RCL DE\1Cr. 1& TWII - PUN YEW -C8·12 ACCESS CAtat 8ASIt ~ Ii ~ II i Ii l-as '. ~ J~ r. I C) ~ I, Q -, ,----.--_or--' I,,; 1--If "'" I- 14 ,. -,~ . --,--f- ~-+ ..... _----~f& ~= ~-~.---~ ---~--' -II f--~. -, f_ .... 10 =+~-~--1C !JIr:i ,-== 18 .. := " ~:: •• -:lit rlll---f----~~r;~ \ 1 -1!'J hr •. ~= . "'an \ iii 8_ a. ----L-.------.--..--~ - ~~~ ;::;:> ZOl iIi RI~ =e~ ~~ ill PRIJU sw. .. 1IE1EN1ICIII,..1IR CIIMJ1Y 'MIl( G) ~ \, .I ~ e Center Cycle, Renton, W A KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPHPROGRAMS Version 4.21 B 1 -INFO ON THIS PROGRAM 2-SBUHYD 3 -MODIFIED SBUHYD 4-ROUTE 5-ROUTE2 6-ADDHYD 7-BASEFLOW 8-PLOTHYD 9-DATA 10-RDFAC 11 -RETURN TO DOS ENTER OPTION:2 SBUHlSCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 -S.C.S. TYPE-1A 2 - 7 -DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION:1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(yEAR),DURATION(HOUR), PRECIP(INCHES) 2,24,.67 WATER QUALITY STORM UUUUUAUAUUU S.C.S. TYPE-1A DISTRIBUTION UAUAUA"UUUA .. uuu**" .67-YEAR 24-HOUR STORM -.67" TOTAL PRECIP. _u ...... ~ •• _u ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 0,90,.26,98,3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .3 .0 90.0 .3 98.0 3.0 PEAK-Q(CFS) T -PEAK(HRS) VOL(CU-FT) .04 7.67 448 ENTER [d:][path]fllename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: C:\HYD\WQ.HYD . Ce.., h" C7 ~ If- WQ S~''''? .' ' Engenious Systems, Inc. Home Diam (ft or m): Toggle for SIlUS Units ___ 3 US Units Calculators Tablt: inaement 1ft or m): ---0.25 e Circular Section Depth (ft or Wetted Perim (ft or Top Width (ft or Hyd m) m)--m) Radius 0 II 0 II 0 0 0.25 1.7571 II 1.6583 0.1601 0.5 2.5232 \I 2.2361 0.3069 0.75 3.1416 2.5981 0.4399 1 3.6929 2.8284 0.5585 1.25 4.21 2.958, 0.6622 1.5 4.7124 3 . 0.75 I 1. 75 I 5.2147 2.958 0.8209 I 2 II 5.7319 2.8284 0.8734 I ".25 It 6 ".8.12 II ~ " In.c: 1_ ..11. II v.~ , :>1 -2:"5' 2.7-:5 I .., .) II Ir II USe w~ 6.9016 II' 2.2361 -""-Too 17 11 l.o::J(5:l 9.4248 II o. This page maintained by Engenious Syslems. Inc. 9011 J http://www.engenious.net/EsiHome/CalclCircShape.asp ,-3 II 0.912 I II ~~2 II 0.75 II Area (sf or sm) 0 0.2813 0.7"'744 . , 1.3819 2.0626 2.7878 3.5343 4.2808 5.006 I .c: t::.O~7 6.2942 3 b.787! 7.0686 I 2/1012004 e Center Cycle, Renton, WA • KING COUNTY DEPARTMENT OF PUBLIC WORKS Surface Water Management Division HYDROGRAPHPROGRAMS Version 4.21B 1 -INFO ON THIS PROGRAM 2 -SBUHYD 3 -MODIFIED SBUHYD 4 -ROUTE 5 -ROUTE2 6-ADDHYD 7 -BASEFLOW 8 -PLOTHYD 9 -DATA 10 -RDFAC 11 -RETURN TO DOS ENTER OPTION: 2 SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 -S.C.S. TYPE-1A 2 - 7 -DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR}, DURATION(HOUR), PRECIP(INCHES} 2,24,2 -_ ................ S.C.S. TYPE-1A DISTRIBUTION .................. .. ......... 2-YEAR 24-HOUR STORM --2.00" TOTAL PRECIP.-.. • .......... _ .. ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .68,91,.16,98,37.6 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .7 91.0 .2 98.0 37.6 PEAK-"O(CFS) T -PEAK(HRS) VOL(CU-FT) :17 7.83 3874 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:\hyd\2e. hyd 15 e Center Cycle, Renton, WA • SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOP c ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. :2 .18,90,.66,98,4.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A .CN .8 .2 90.0 .7 98.0 4.1 PEAK-Q(CFS) T -PEAK(HRS) VOL(CU-FT) .40 7.67-4966 ENTER [d:][path1filename[.ext1 FOR STORAGE OF COMPUTED HYDROGRAPH: c:\hyd\2d. hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOP n STORM OPTIONS: 1 -S.C.S. TYPE-1A 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION:1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION· ENTER:. FE~Q(YEAR), DURA TION(HOUR), PRECIP(INCHES) 10,24,2.9 .u~u .. uuuu .... S.C.S. TYPE-1A DISTRIBUTION ................... . ... u .... 10-YEAR 24-HOUR STORM **** 2.90" TOTAL PRECIP: ********* ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .68;91,.16,98,37.6 DATA PRINT-OUT: AREA(ACRES) . PERVIOUS IMPERVIOUS TC(MINUTES) A . eN A CN .8 .7 91.0 .2 98.0 / 37.6 PEAK-Q(CFS) T -PEAK(HRS) VOL(CU-FT) ;30 7.83 6376 /b • e Center Cycle, Renton, WA • ENTER [d:)[path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: • C:\hyd\10e.hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOPe ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .18,90,.66,98,4.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .2 90.0 .7 98.0 4.1 PEAK-Q(CFS) T -PEAK(HRS) VOL(CU-FT) .61 7.67 7631 ENTER [d:)[path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:C:\hyd\10d.hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOPn STORM OPTIONS: 1-S.C.S. TYPE-1A 2 - 7 -DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: . 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25,24,3.4 uuuu .... uuuu S.C.S. TYPE-1A DISTRIBUTION uu .. uu .... uuu ......... 25-YEAR 24-HOUR STORM --3.40" TOTAL PRECIP. *- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .68,91,.16,98,37.6 DATA PRINT~OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8· .7 91.0 .2 98.0 37.6 PEAK-Q(CFS) T -PEAK(HRS) VOL(CU-FT) .37 7.83 7811 ---ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:C:\hyd\25e.hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOP e ;1 • e Center Cycle, Renton, WA • ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .19,90,.66,98,4.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .9 .2 90.0 .7 98.0 4.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .74 7.67 9212 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: e:\hyd\25d. hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOPn STORM OPTIONS: 1 -S.C.S. TYPE-1A 2 -7-DAY DESIGN STORM 3 -STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.S. TYPE .. -1A RAINFALL DISTRIBUTION ENTER: FREQ(yEAR), DURATION(HOUR), PRECIP(INCHES) 100,24,3.9 .................... S.C.S. TYPE-1A DISTRIBUTION .................. .. -***** 100-YEAR 24-HOUR STORM -** 3.90" TOTAL PRECIP. -*-. ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 .68,91,.16,98,37.6 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) . A CN A CN .8 .7 91.0 .2 98.0 37.6 /00 '1-€J( PEAK-Q(CFS)· T -PEAK(HRS) VOL(CU-FT) .44 7.83 9263 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:e:\hyd\100e.hyd SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOPe IS . - • e. Center Cycle, Renton, WA ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2 .18,90,:66,98,4.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN .8 .2 90.0 .7 98.0 4.1 PEAK-Q(CFS) T-PEAK(HRS) VO~(CU-FT) .85 7.67 10628 ENTER [d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:\hyd\100d.hyd \ SPECIFY: C -CONTINUE, N -NEWSTORM, P -PRINT, S -STOP s '\ Itt v • THE RYKELS ENGINEERING Ga,lP, INC. 28301 183rd Avenue P . KENT, WASHINGTON 98042 ...... ; .... '7tJ75£: .. " ....... ..:$.. . I "cJcie~ ~ yJ) JOB ______ ...... ~----------- SHEETNO. ____ -.3I .... ___ OF _______ _ CALCULATED By __________ -,--DATE ______ _ CHECKED By· ________ _ DATE ______ _ SCALE .CN .'1S . f)1.r~~ . -'2 ~ ,S-I5""~C 0,69 $olll-)/'e.-~ ..sol D 'hJytd~- -., /. ~-~ A-Df-~l I( 6A-tc.l~ ... wO<J~) tV'& ..... ~L -h""",.Q ~ e.e.. PV\ -.+0 .... ~ ... p~" ... ~'IMj> A . ~I"'~ : : .. "On", ·.~ll .. '1& 3?-. Co 'H~l:)\'" .. CI)"'\'PuT ...... J~ ~ ..... ~.~. ~ .......... . .. :. ...•. ; ..... : .a·>~ex··· ..... . 2.~ . . ...... o,J=r c:{"~... . :1°'1 0• 0 p,~~ eX! s . ZSy .Q~ 3? ·C.(.$ .. .. jOOy .... OJ.41J~.(~ 20 ~I"'" P.'O/z"t "'~hqo .. " . .... .....•... · :J,~; ..... : ....... : ..• " flf)()/z. ~ ... ~ ··3,9 . • THE RYKELS ENGINEERING GI)8LIP, INC. . I)' 28301 183rd Avenue _ KENT, WASHINGTON 98042 SHEETNO. ______ I'"----OF _______ _ • CAlCULATEDBY ________ DATE ______ _ CHECKEDBY _________ DATE ______ _ ............. ,", ..........•... ".............. ... .., ..... . D~"'~\O\'""~:bCO"":O,~JO~ .' ABld~P"'''''''\.+ . Ae'l.. PVMt- c)(Ct~'5 r d /) /"dse:~ ~ I 1l 6. Co I V\.~.:'+ _. 3': 5:70 ,. J .. .... .. · ..........• A .....•.... c~ ,~(-····~.18 ..... ,Q . , •....... C;.8. ··hl····· .•...... '1-,.., ,..., . , tmp.<O .J.,,, · ...... ;: .. --: .. ;. ; ; . . fI vi5: OI.l~Pt.lr-.. . .. ! ...... Qc:{clll..... •... .... . ~'11:--. ." I t.toc:f~. . ;; 0'1 '-'6,ft!~ ~t~ ... 2s:'t . -' ....... a . rtf t:H IOO'! . ..Ol~)j,f$ ; ..... ..--..... -... ~. ···Zl P1./z..,: ...... ~ .. --2,0 "'/Yk- . P'O)2 ¥. ~ .... :2.9 . . t;,.1'24f .... ~3.#4 ..... . 'p1/)o/2~t "'3;0 9 .... ' THE RYKELS ENGINEERING G_P, INC. 28301 183rd Avenue ~ KENT, WASHINGTON 98042 ·.··.·.··.·.·.w.·.·.~~.··.·~.·.·.·~·~·.\\f·.·· .. ··.· - . . ........ . . .-.. \ e;. .s 0,) ., .r l' C~~1fe'ZJ N~ ______________ ~~ ________________________ __ SHEET NO. ________ .JIII.~----OF _________ _ CALCULATED BV_________________ DATE __________ -'--__ _ CHECKED BV ___________ DATE ____________ _ SCALE S,\~ 0,0\" 0 I '2.." )C. ~f3 S'", 0 :;.JJ4s~ 2. A 'rAP .. :: ·.uC~ = 1 .... : - '. ... ..~" ~. : • .n. .. n \.J ~ V U N T Y. WAS NOT 0 N. S DR FACE W AT ESION MANUAL ."------------- TABLE 3~.2B SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS ----- SCS WESTERN WASHINGTON RUN()FF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural. suburban and urban land use for Type 1A rainfall distribution. 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP lAND USE DESCRIPTION A B C D Cultivated land(l): " winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 "." Meadow or pasture: ~"" 78 as 89' Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: young second growth or brush 55 72 8t"-86 Orchard: with cover crop 81 88 92 94 Open spaces. lawns. parks. golf courses, cemeteries. landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 5()Clf, to 75% of the area n as 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 --" Impervious surfa£..~;, pavement, roofs. etc. 98 98 98 98 Open water bodies: lakes. wetlands, ponds. etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 " shall be selected 2.0 DU/GA 25 for PeMouS and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 3.4 / of the site or basin 3.5 DU/GA 38' 4.0 DU/GA 42 4.5 DU/GA 46 5.0 DU/GA ;"" 4s 5.5 DUjGA \50 6.0 DU/GA 52 6.5 DU/GA 54 7.0 DU/GA 56 Planned unit developments. '!to impervious condominiums. apartments. must be computed commercial business and industrial areas. (1) (2) (3) For a more detailed descnptlOfl of agncultural land use curve numbers refer to National Engineering Handbook, Section 4. Hydrology. Chapter 9. August 1972. Assumes roof and driveway runoff is directed into street/storm system. The remaining pervious areas Oawn) are considered to be In good condition for these curve numbers. ~ ... " ---------------------------------------------------------------' 3.5.2-3 ""- 11/92 C€."..I-t -C'1 c.le... " o 2./f)~ "- .. ."'-.-" A.INu \,;UUN 11, WAelNUTUN, ~UKl"AC.t:. WAT_ JJb:SlUN MANUAL (2) eN values can be area weighted when they apply to pervious areas of similar eN's (within 20 eN points). However, high eN areas should not be combined with low eN areas (unless the low eN areas are less than '1 5 % of the subbasin). In this case, separate hydrographs should be generated and summed to form one hydrograph. FIGURE 3.5.2A HYDROLOGIC SOIL GROUP OF THE SOILS IN KING COUNTY SOil GROUP A1derwood Arents, Alderwood Material Arents, Everett Material Beausite Bellingham Briscot Buckley Coastal Beaches Earimont Silt Loam Edgewick Everett Indianola Kitsap KJaus Mixed Alluvial land Neilton Newberg Nooksack Normal' Sangy.:Loam HYDROLOGIC GROUP* C C B C o o o Variable o C AlB A C C . Variable A B C o SOIL GROUP Orcas Peat Oridia 0vaD Pilchuck Puget Puyallup Ragnar Renton Riverwash SalaJ ~mamish Seattle Shacar SiSilt Snohomish Sultan Tukwila Urban Woodim;iIIe HYDROLOGIC SOil GROUP ClASSIACATlONS HYDROLOGIC GROUP* o o C o o B B o Variable C D. o o C o C o Variable o A. (low runoff potential). Soils having high infiltration rates, even when thoroughly wetted, and coilsisting chiefly of deep, weD-to-excessively drained sands or gravels. These soilS have a high rate of water transmission. B. (Moderately low ninoff potential). SoBs having moderate infiltration rates when thoroughly wetted, and consisting chiefty of moderately fine to moderately coarse textures. These soils have a moderate rate of water transmission. C. (Moderately high runoff potentiaI). Soils having slow infiltration rates when thoroughly wetted, and consisting chiefty of soils with a layer that impedes downward movement of water, or soils with moderately fane to fine textures. These soDs have a slow rate of water transmission. D. (High runoff potentIaJ). Sois having very slow infiltration rates when thoroughly wetted and consisting chiefly of clay soDs with a high swelling potential, soils with a permanent high water table, soils with a hardpan or clay layer at or near the surface, and shallow soils over nearly impeNious material. These soils . haVe a very slow rate of water transmission. * From SCS, TR-55, Second Edition. June 1986, Exhibit A-1. Revisions made from SCS, Soil Interpretation Record, Form #5, September 1988. 3.5.2-2 "2L.{ ! £./0.. TO: FROM: DATE: Jason Jordan Jan lilian October 23, 2003 CITY OF RENTON MEMO UTILITY PLAN REVIEW SUBJECT: PREAPPLICATON REVIEW COMMENTS CENTER CYCLE , ' \ PREAPP NO. 03-111' 3850 -Lind Ave SW NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN THIS REPORT: The following comments on development and pennitting issues are based on the pre-application submittals made to the City of Renton by the applicant The applicant is cautiOl1ed that infonnation 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 "'-~ "-, WATER ~ 1. There is an e~g 16-inch water main in Lind Ave SW and a 10-inch water main in the access easement road along the north east end of the site. Preliminary fire flow required by the fire department is 3,500 gpm. Available derated fire flow in the area is apprOXimately 5,500 -9,000 gpm. 2. All new construction must have fire hydrants capable of delivering a minimum of 1,000 gpm and a primary hydrant must be located within 150 feet of the structure; Four hydrants are required to serve this site. There are fire hydrants in the vicinity that may be counted towards the fire protection of this project, but are subject to verification for being within 300 feet of the nearest comers of the building. 3. Existing hydrants counted as fire protection may be required to be retrofitted with a quick disconnect Stortz fitting if not already in place. 4. The proposed project is located in the 196 water pressure zone and is outside an Aquifer Protection Zone: Pressure available is approximately 77 psi. 5. If applicant proposes a building, which exceeds 30 feet in height, a backflow device will be required on the domestic water meter. 6. A Water System Development Charge (SOC) of $0.154 per square foot of gross site area will . apply. This is payable at the time the utility permit is issued. DEVELOPMENT PLANNING CITY OF, RENTON MAR 042004 .. RECEIVED Center Cycle Page 2 of3 SANITARY SEWER 1. There is an 8-inch sewer main in Lind Ave SW. Drawing S-1997 (attached) shows there is an . 8 -inch sewer stub located at t~e south end of the property in Lind Ave. 2. If finished floor elevation is below 25 feet, a "tideflex" or similar backflow device will be required to be installed. 3. A Sanitary Sewer System Development Charge (SOC) of $0.106 per square foot of gross site area will be apply. This is payable at the time the utility permit is issued. SURFACE WATER 1~ There are existing storm drainage facilities in Lind Ave SW and in the access road. 2. A storm drainage plan and drainage report is required. The drainage plan shall include proviSion : for detention and water. quality treatment sized . for the new impervious surface subject to vehicular access per the KCSWM 1990 . Edition. 3. Separate structural plans will be required to be submitted for review and approval under a building permit for storm vault. 4. The Surface Water SOC is assessed based on the total new impervious surface square footage as reflected in the final design. The charge is determined by multiplying the gross square footage by $0.183. This is payable at the time the utility permit is issued. TRANS PORT A TlON/STREET 1. Sidewalk, curb, gutter and storm drainage will' be required along the frontage of the site in Lind AveSW. 2. A traffic mitigation fee of $75 per additional generated daily trip shall be assessed as determined by the ITE trip generation manual. 3. All wire utilities shall be installed underground per the . City of Renton Under Grounding Ordinance. If three or more poles are required to be moved by the development design, all existing overhead utilities shall be placed underground. GENERAL COMMENTS 1. All construction utility permits for utilities, drainage and street improvements will require separate plan submittals. All utility plans shall conform to the Renton Drafting Standards. Plans shall be prepared by a licensed Civil Engineer. Storm drainage design and requirements shall comply with the KCSWM, 1990 edition. 2. When the utility plans are complete, please submit three (3) copies of the drawings, two (2) copies of the drainage report, permit application and an itemized cost of construction estimate and application fee at the counter on the sixth floor. A fee worksheet is attached for your use, but prior to preparing a check, it is recommended to call 425-430-7266 for a fee estimate as generated by the permit system. 3. 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 the fee must be paid upon application. Center Cycle Page 3 of3 4. Any proposed rockeries or retaining walls greater than 4 feet in height will be require a separate building pennit. 5. Separate pennits are required for domestic water meter, stonn connection and irrigation meter. cc: Kayren Kittrick , , DATE: TO: FROM: SUBJECT: CITY OF RENTON Planning/Building/Public Works MEMORANDUM October 23, 2003 Pre-Application File No. 03-111 Jason E. Jordan, Senior Planner, x7219 Center Cycle Retail 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 $55.00, plus tax, from the Finance Division on the first floor of City Hall. Project Proposal: The subject site is located at 3850 Lind Avenue SW. The proposal is to construct a 7,300 square foot single-story commercial structure, which would be utilized as a retail bicycle sales and service business, with future expansion capabilities. Zoning: The subject site is designated Medium Industrial (1M) on the City's Zoning Map and is located within the'Employment Area -Valley (EAV) Comprehensive Land Use area. The 1M zone allows retail sales and service businesses as an outright permitted use in this Comprehensive Land Use area designation. The applicant is also proposing to construct a new 29-stall parking area along with other on-site improvements (i.e. landscaping, utilities, etc.). Development Standards: The following 1M zone development standards and parking regulations would apply to the proposed development. The development standards are addressed below and would be reviewed in conjunction with all new construction proposed: Building Restrictions -The 1M zone does not contain provisions restricting building height or lot coverage. Building Setbacks - A minimum setback of 20 feet is required from arterial right-of-ways and 15 feet is required from all other street designations. Rear or side yard setback requirements are not applicable to the project, as this site is not adjacent to or abutting residentially zoned property. In this case, Lind Avenue SW is not considered a prinCipal arterial; therefore, a 15-foot setback would be required. No other building setbacks would be required for this project. As proposed, the building appears to be situated such that all required setbacks are achieved. Landscaping -The 1M zone requires all portions of the site not covered by buildings, structures, required parking, access, circulation or service areas to be maintained as permeable areas improved with native, drought-resistant vegetative cover. A minimum landscape width of 20 feet is required along arterial streets and a minimum width of 15 feet is required along all other street designations. In this case, the applicant would be required to landscape the 15-foot setback from Lind Avenue SW. As proposed, the building appears to be situated such that all required landscape setbacks are achieved. The subject prope"rty is located within the Green River Valley and is required to provide an additional 2% 9f natural landscaping on the site. This requirement is in addition to any required street frontage landscape requirements and must be distinguished on the landscape or site plan. In addition, a Center Cycle Retail Pre-Application Meeting Page 2 minimum of 5% of the interior of the parking area must be landscaped. All landscape areas must be a minimum of 5 feet in width and are required to contain underground irrigation systems. Screening -All oLitdoor (vehicle) storage, garbage, refuse compactor or dumpster areas must be screened by a fence, landscaping, or combination of· both in order to achieve visual screening. A refuse collection area was not depicted on the site plan; nevertheless, the refuse area will need to be contained within a site obscuring landscapedlfenced area. Staff also recommends that the applicant contact Rainier Waste Management in order to make sure they can providEtService to the site where the refuse area is proposed to be located. Parking -The parking regulations require a specific number of off-street parking stalls based on the amount of square footage dedicated to certain uses. In this case, the 7,300 square feet of retail sales building would trigger the need for a minimum of 4 parking stalls per 1,000 square feet up to a maximum of 5 parking stalls per 1,000 square feet. As such, the proposed use would be required to provide a minimum of 29 to a maximum of 37 parking stalls. A minimum of 'two ADA accessible . parking stall would be required, which can be counted towards the required parking stalls. The site' plan notes 29 parking stalls; therefore, the proposal appears to be in compliance with the minimum number of parking stalls required. The parking regulations specify standard stall dimensions of 9' x 20' and compact dimensions of 8W x 16'. Compact spaces are not allowed to exceed 30% of the required spaces and are required to be marked. An aisle width of 24 feet is required for 90 degree parking stalls and 18 feet 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 5 feet in width. Van accessible spaces must have an access aisle width of 8 feet. The proposed drive aisle width appears to be below 24 feet in some areas of the parking lot; . however, the remainder of the required parking standards appear to comply with the minimum requirements established by code. -. Loading Areas -The parking regulations also require all ground level loading doors to maintain a minimum of a45~fo()t clear maneuvering area in front of each door. However, dock high doors are required to provide a minimum of 100 feet of clear maneuvering area in front of each door. Staff could not verify which type of dock door would be utilized at this location. Nevertheless, the proposed site layout would appear to preclude a dock high door atthis location. Access -The site is accessed from Lind Avenue SW via a 30-foot access easement that was recorded as part of a previous subdivision. The applicant has noted that the building would be located towards Lind Avenue SW, while the parking would be located south of the building. Signage: Only one freestanding business sign (pole, monument/ground, projecting or roof) is permitted per street frontage for each individual parcel. Each sign shall not exceed an area greater than one and one-half square feet for each lineal foot of property frontage that is occupied by the business. In no case shall the sign exceed a total of 300 square feet (150 -square feet per face if a two face sign). In addition to the permitted freestanding Sign; wall signs with a copy area not exceeding 20% of the faCfade to which it is applied are also permitted. Environmental Review/Sensitive Areas: While no critical areas were located on the site based on the City of Renton's Critical Areas maps, environmental review will be required because the structure is proposed to be over 4,000 square feet in size. Upon formal project submittal, a more exhaustive site investigation will be conducted. Permit Requirements: The proposal would require Environmental (SEPA) Review and Administrative Site Plan Approval. The review process would not require a public hearing and would be completed in an estimated time frame of 6 to 8 weeks once a complete application is accepted. However, this timeframe is contingent upon e I In any appeals, which would delay the project. The application fee would be $1,500.00, plu $0.37 ~ mailin!J label required for notification to all property owners within 300 feet of the project site. ~ 7f--.: In addition to the required land use permits, separate construction, building, and sign permits would be required. The rev.iew of these permits may occur concurrently with the review of the land use permits, but can not be issued prior to the completion of the -required appeal periods. Pre03-111 cycle sales in 1m wne (w-admin site plan and Envir review».doc\ Center Cycle Retail Pre-Application Meeting Page 3 Please contact Jan Conklin, Development Services Representative, at (425) 430-7276 for any building permit submittal questions. In the event that you have additional comments or questions regarding the pre-application meeting, please feel free to contact me at (425) 430~7219. cc: Jennifer Henning .": .. Pre03-111 cycle sales in fin zone (w-admin site pIari and Envir review».doc\ DATE: TO: FROM: STAFF CONT ACf: SUBJECf: CITY OF RENTON MEMORANDUM October 17, 2003 Jason Jordan Yr- RebeCca Lind~ Don Erickson Center Cycle Retail Development, SE Comer of Lind Ave SW and SW 39th Street; PRE 03-111 The applicant is proposing to develop a retail use on a 36,729 square foot vacant site that abuts Lind Avenue SE to the west, near its intersection with SW 39th Street in the Valley Area. The site is designated Employment Area -Valley on the Comprehensive Plan Land Use Map and zoned Medium Industrial (1M) Zone. Retail uses are allowed outright under this land use designation. Analysis: The subject proposal appears to be consistent with the attached Employment Area -Valley land use polici.e~,_.Unfortunately, because of the size of the subject proposal site plan review is not required. The applicant, however, has hired an architect and it is assumed detailed plans for landscaping and signage will be developed. . Recommendation: Support this proposed use. Attachment cc: Don Erickson H:\EDNSP\lnterdepartmental\Development Review\Preapps\Comments\EA-V\Center Cycle Retail.doc\d. Relevant Comprehensive Plan Land Use Policies Employment Area -Valley Policy LU-212.3 Development standards should promote an increased intensity and quality of development. Policy LU-212.4 Non-employment-based uses , such as residential, are prohibited in the Renton Valley. Policy LU-212.9 Commercial uses may be located in proximity to existing industrial uses when reasonable buffering between the uses can be accomplished and when adequate accommodation of deliveries and loading to industrial areas can be maintained. Policy LU-212.19 Street Trees and landscaping should be required for new development within the Valley to provide an attractive streetscape in areas subjected to a transition of land uses. Policy LU-212.24 Site plan review should be required for all new projects in the Renton Valley and Black River areas pursuant to thresholds established in the City's development regulations. H:\EDNSP\lnterdepartmentaI\Development Review\Preapps\Comments\EA-V\3850 Triangle Adult Use.doc\d · .. ow' l ~, FOrm WA-5 (6/76) Commitment -~ ; First American Title Insurance Company Nati(Jnal Commercial Services 2101 Fourth Avenue, Suite 800, Seattle, WA 98121 (206) 728-0400 -FAX (206) 448-6348 Title Team T2 Fax No. (206) 615-3000 File No.: NCS-49041-WAl Page No.1 R eC/T'fcOF RENTON EIVED MAR 08 200~ BUILDING DIVISION Melissa Wolfe (206) 615-3280 mwolfe@firstam.com Phyllis Strausser (206) 615-3041 pstrausser@firstam.com To: GVA Kidder Mathews 500 108th Avenue NE, Suite 2400 Believue,WA 98004 Attn: Brian Nelson THIRD REPORT SCHEDULE A 1. Commitment Date: February 18, 2004 at 7:30 A.M. 2. Policy or Policies to be issued: File No.: NCS-49041-WAl Your Ref No.: AMOUNT PREMIUM TAX .short Term Rate Standard Owner's Rate Proposed Insured: Dave Groom $ 250,000.00 $ 780.00 $ 68.64 3. The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: . Pacific Exchange Company, a Oregon Corporation 4. The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit A attached hereto. First American Title Insurance Comoanv I • Form WA-5 (6/76) Commitment _EGAL DESCRIPTION: ""e' ." '. i ! EXHIBIT 'A' File No.: NCS-49041-WAl Page No.2 .ot 1, City of Renton Short Plat No. LUA 97-159, according to the short plat recorded under Recording No. '805219013, records of King County, Washington . First American Title Insurance Company F6rm WA-S (6/76) Commitment SCHEDULE B -SECTION 1 REOUIREMENTS The following are the Requirements to be complied with: -. 1 File No.: NCS-49041-WAl Page No.3 Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. SCHEDULE B -SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. c. . Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, Conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon cover~ by this Commitment. CirY-I-J1rno";,..~" T'i~/~ T" ..... , ____ r_~,...~,...., Form WA-S (6/76) Commitment SCHEDULE B -SECTION 2 (continued) SPECIAL EXCEPTIONS ····· .. A -j. Fife No.: NCS-49041-WAl Page No.4 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Renton is at 1.78%. Levy/Area Code: 2110 2. Deleted 3. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Grantee/Beneficiary: Trustee: Amount: Recorded: Recording Information: (Includes other properties) 4. Deleted Pacific Exchange Company, an Oregon Corporation Lloyd W. Powell and Sharon L Powell, husband and wife, and " Peter W. Powell and Maryanne L. Powell, husband and wife Transnation Title Insurance Company $840,000.00 February 3, 2000 20000203000858 5. Evidence of the authority of the officers of Pacific Exchange" Company, an Oregon Corporation, to execute the forthcoming instrument," copies of the current Articles of Incorporation, By-Laws and certified copies of appropriate resolutions should be submitted prior to closing. 6. Deleted 7. Reservations and exceptions, including the t~rms and conditions thereof: Reserving: Oil Reserved By: Doris Smith Teale, et al Recorded: . March 7, 1955 Recording Information: 4547626 through 4547632 First American Title Insurance Company " Form WA-S (6/76) Commitment File No.: NCS-49041-WAl Page No.5 8. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the plat of Burlington Northern Orillia Industrial Park of Renton Division 1 recorded in Volume'108 of Plats at Page'12-13, in King County, Washington. Certain easements and covenants created on said plat have been partially released or amended by recording No(s). 9206302694, 9206230604, 9206302692, 9206302695 and 9207150861. I 9. Easement, including terms and provisions contained therein: Recording Information: 7905090844 In Favor of: Pacific Northwest Bell Teleph9ne Company For: Underground communication cable Affects: 10 foot wide strip parallel and adjacent to Lind'Avenue over property herein described 10. Covenants, conditions, restrictions and/or easements: Recorded: May 4, 1981 Recording No.: 8105040070 11. A document entitled "Reimbursement Agreement for Sewer and Water Facilities", executed by and between City of Renton and Valley Industrial Building, Brad Cunningham recorded June 29, 1981, as instrument no. 8106290603 of Official Records. 12. Easement, including terms and provisions contained therein: Recording Information: 8110210541 In Favor of: Burlington Northern Railroad Company, a Delaware corporation For: Railroad purposes ' Affects: Railroad right-of-way located within the plat 13. Easement, including terms and provisions contained therein: Recording Information:, 9206302701 In Favor of: The City of Renton· For: Traffic Signal operations and maintenance Affects: Northerly portion of property herein described 14. The terms and provisions contained in the document entitled "Reciprocal Covenants and Easements for Access and Parking Agreement" recorded June 30, 1992 as 9206302702 of Official Records. Document(s) declaring modifications thereof recorded February 8, 1996 as 9602081399 of Official Records. 15. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Plat of Burlington Northern BSP recorded in Volume 161 of Plats at Page 8-11, in King County, Washington. f;:irc+ Llrnarir;,n T~/D Tnc"r-;>nrD rnrnn;,nv I Form WA-S (6/76) Commitment File No.: NCS-49041-WAl Page NO.6 16. 18. Restrictions, conditions, dedications, notes, easements and provisions contained and/or delineated on the face of the Short Plat recorded under King County.Recording No. 9805219013. Q estion of marital status of Dave Groom. In addition, title is subject to matters which the record disclose against the name of said spouse, if married. . ried on the date of acquiring title, the grantor/mortgagor clause on the forthcoming nce/mortgage must appear as follows: . room, a single person, now and at all times since _____ _ m, a single person on _____ _ ri on the date of acquiring title, recital of such fact should be made on the forthcoming instr e t. In addition, said spouse should join in the execution of the forthcoming instrument. Othe . , the present ownership of the community interest of the spouse on said date must be determined. j . General Taxes for the year 2004. Tax Account No.: 125360-0060-06 Amount Billed: $ 2,819.69 Amount Paid: $ 0.00 Amount Due: $ 2,819.69 Assessed Land Value: $ 220,300.00 Assessed Improvement Value: $ 0.00 First American Title Insurance Company · , Form WA-S (6{76) Commitment INFORMATIONAL NOTES File No.: NCS-49041-WAl Page NO.7 A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lot 1, SPL #LUA 97-159; Recording No. 9805219013 APN: 125360-0060-06 D. A fee will. be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. E. Deleted END OF SCHEDULE B I=irc+ iJrne>rir:>n TiHe> TnC:llr.:JnrP rnrnn::1nv NOTICE This Sketch is furnished as. a c:owtesy only by rust American Trtle Insurance Company and it is NOT a part of any title commitment or policy of title insurance. This Sketch is furnished solely for the purpose of assisting in jocating the premises and does not PwPort to show all highways. roads, or easements affecting the property. No reliance should be placed upon this sketch for the location or dimensions of the property and no liability is aSsumed for the oonectness thereof. I '" ST A 'V 63&(;4<,.) .s4t~oel! . C31L5l> (51') 4 A-96-146 -SHPL. • I . I· ~ Ii I: .~ .~ .. ~ I I I I ,39 9701029004 LOT 2 2 .-• N * Ii !E o. r SUBDIVISION LUA q7-15:"<:j REC NO.NOl.&PG. ttz '8'0 S-2/7vI~ QTRSWSEC~ !WP -z...3 RNG 5-- .,..,.... I4UOI ..., .. DTIEA ........ '.11 oM: TOtAl. """',.. 7.10 AIC - o· 01 ii, ~: ·1<) .I~ 2. r 'to i. First American Title Insurance Company COPIES OF DOCUMENTS . ORDER NO.:' !fV1 I _ Return Address: Patrick H. Jensen, Esquire 1000 SW Broadway, Suite 1950 Portland. Oregon 97205 TRANSNATION TI uo Document Title(s) (or transactions contained therein): Warranty Deed Reference Number(s) of Documents amended: (on page of document(s» Grantor(s): 1. Powell-Orillia, L.L.C. Grantee(s): 1. Pacific Exchange Company Legal description (abbreviated): FILED FOR RECORD TRANSNATION T/TL~r,!.HE H~lJUcS I ,> ,vSURANCf GO 200002030008S7 PAGE eel OF ee5 e2/.3/2 .. e 12:e& KING COUNTY I UA PAG£ eel OF elz ~OP Lot 6 of Burlington Northern, a Binding Site Plan, recorded as Recording No. 9206302696 in Volume 161 of Plat, pages 8-11 and Lot 1 of Short Plat No. LUA-97- 159-SHPL Recording No. 980519013 Assessor's Property Tax Parcel/Account No.: 125360-0060-6; 125360-0050-08 The AuditorfRecorder will rely on the information provided on the form. The staffwill not read the document to verify the accuracy or completeness of the indexing information provided here~n VESTING WARRANTY DEED The Grantor, POWELL-ORILLIA, L.L.C, a Washington limited liability company, for and in consideration of other property to be conveyed to Grantor pursuant to a §1031 exchange, conveys and warrants to PACIFIC EXCHANGE COMPANY, an Oregon corporation, Grantee, the real property described in Exhibit A attached hereto, situated in the County of King, State of Washington. Dated this zg day Of January, 2000. Peter W. Powell, Manager STATE OF WASHINGTON) ~ )ss. . ._ County bf) . .-.1 . ~L -,./fnua~ The foregoing instrument was acknowledged before me this _/_~_r day ofJanualy, 2000, by Peter W. Powell, who being duly sworn did say he is the Manager ofPOWELL-ORILLIA, L.L.C, a Washington limited liability company, the within-named company, and that the instrument was signed on behalf of said company and acknowledged the instrument to be the free act and deed of the company. NOTARY PUBLIC ~tlltt> of Washington VtCl(t LEE KRYSZAI( CommiSSion expires Sept 22 •.. Notary Public Residing at: -t~:::=.o--""'<==-,-rt::-;:=;:~--::-:::---<-::;-:---- My commission expires:--,--,--=~!.....::...-:----",==---__ _ I EXHIBITB PERMITTED EXCEPTIONS ANY UNPAID ASSESSMENT OR CHARGBS, AND LIABILITY FOR FURTHER ASSESSMENTS OR CHARGES BY CITY OF RENTON. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDING NO. : (Covers Parcel A) Pacific Northwest Bell Telephone Company Under~round communication cable A str1p of land 10 feet wide located adjacent to an easterly of the east line of the new alignment of Lind Avenue 7905090844 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: RECORDING NO.: Burlington Northern Railroad Company Railroad purposes Portions as described therein 8110210541 Said instrument was amended by instrument recorded under Recording No. 9203200273. Reservations contained in Deed recorded under Recording No. ~4547626 and 4547632. Lrl = RELINQUISHMENT OF ALL EXISTING, FUTURE OR POTENTIAL EASEMENTS ~for access, light, view and air, and all rights of ingress, ~e~ress and regress to, from and between the land and the ,~h~ghway or highways constructed on lands condemned by =-proceedings under King County Superior Court. vvVV': i ~ By: State of \"..-shing~n ~ ~ ~ Cause No.: 5'10903 ~" -IJ ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, BASEMENTS, OR OTHER SERVITUDES, if any, disclosed by plat of Burlington Northern Orillia Industrial Park of Renton. RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT (S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. Said instrument was amended by instruments recorded under Recording Nos. 9206230604, 9206302692, 9206302694, 9206302695 and 9207150861. Covenant imposed by instrument recorded on May 8, 1980, under Recording No. 8005080581. (Covers Parcel B) Restrictive Covenant imposed by instrument recorded on May 4, 1981, under Recording No. 8105040070. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, BASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Lot Line Adjustment No. LLA-016-85, recorded under Recording No. 8602139001. II RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY II DESCRIBED IN SCHEDULE A. (Covers Parcel B) • Matters disclosed by survey recorded under Recording No. 9105159005. ALL COVENANTS, CONDITIONS, RESTRICTIONS, .RESERVATIONS, EASEMENTS, OR OTHER SERVITUDES, if any, disclosed by Burlin~ton Northern, A Binding Site Plan, recorded under Record1ng No. 9206302696. . RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT{S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. . Reciprocal Easement Agreement With Covenants, Conditions and Restrictions imposed by instrument recorded on June 30, 1992, under Recording No. 9206302702. Said instrument was amended by instrument recorded under. Recording No. 9602081399. First Amendment to Reciprocal Easement Agreement imposed by instrument recorded on February 8, 1996, under Recording No. 9602081399. Covenants im~osed by instrument recorded on December 23, 1993, under Record~ng No. 9312231727. Matters disclosed by survey recorded under Recording No. 9511299006. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS, OR OTHER SERVITUDES,.if any, disclosed by Short Plat No. LUA-97-159-SHPL, recorded under Recording No .. 9805219013 . RIGHTS OR BENEFITS, IF ANY, WHICH MAY BE DISCLOSED BY THE RECORDED DOCUMENT(S) ABOVE AFFECTING LAND OUTSIDE THE BOUNDARY DESCRIBED IN SCHEDULE A. . (Covers Parcel A) AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NO. : REGARDING: (Covers Parcel A) June 30, 1992 9206302701 Easement for Traffic Signal Operations and Maintenance AGREEMENT AND THE TERMS. AND CONDITIONS THEREOF: RECORDED: RECORDING NO.: REGARDING: (Covers Parcel A) March 29,.1996 9603291895 Easement Agreement AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NO. : REGARDING: (Covers Parcel A) July 3, 1996 9607030996 Indemnification Agreement ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE OR CONSTRUCTION CHARGES FOR SEWER, WATER, ELECTRICITY, OR GARBAGE COLLECTION OR DISPOSAL, OR OTHER UTILITIES UNLESS DISCLOSED AS AN EXISTING LIEN BY THE PUBLIC RECORDS. ···-···e 'f I, I EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Lot6 of Burlington Northern, a Binding Site Plan, recorded as Recording No. --9206}02696 in Volume 161 of Plats. pgs 8-11 being: That portion of Block 2 of the Plat of Burlington Northern Orillia Industrial Park of Renton as recorded i~ Volume 108 of Plats, Pages 12 and 13, Records of King County, Washington, described as follows: Commencing at the Southeast comer of Lot 1 of said Block 2; thence South 1 ° 50' 09" West along the East line of Lots 2 and 3 of said Block 2 a distance of 1326.48 Feet; Thence South 68°49'45" West 39.11 feet to the North margin of Southwest 41" Street; Thence North 88°37'07" West along said North margin 105.67 feet; Thence North 1°50"12" East 210.00 feet; Thence North 88° 37'07" West 166.67 feet; Thence South 1°50'12" West 210.00 feet to the North margin of Southwest 41 $I Street; Thence North 88°37'07" West along said margin 16.66 feet to the true point of beginning; Thence North 1 °50' 12" East 210.00 feet; thence North 88°37'07" West 166.67 feet; Thence South 1 °50'12" West 210.00 feet to said North margin; Thence South 88°37'07" East 166.67 feet to the true point of beginning. Site contains 35,000 square feet. Lot7A now known as Lot 1 of Short Plat No. LUA-97-l59-SHPL Recording No. 9805219013 further described as: Beginning at the Southeast comer of Lot 7. Burlington Northern, a.binding site plan, according to the City of Renton Binding Site Plan recorded under King County Recording No. 9206302696, in Volume 161 of Plats, Pages 6 through 11 inclusive; thence North 01°50'09" East along the East line of said Lot 7 a distance of 18.00 feet to a point on a curve, concave to the Northeast, the center of which bears north 00°54'36" East 120.00 feet distant; thence in a Northwesterly direction along the arc of said curve passing through a central angle of 52° 12 '08" a distance of 109.33 feet; Thence North 36°53"17" West 173.08 feet to the beginning of a curve, concave to the Southwest, having a radius of 120.00 feet; Thence along the arc of said curve, passing through a central angle of36°14"56" a distance of 76.92 feet to a point on the East margin of Lind A venue and a curve, concave to the West, the center of which bears North 79°50'53"West 806.74 feet distant; Thence in a Southerly direction along the arc of said curve, passing through a central angle of 0 1 °41 '05" a distance of 23.72 feet; Thence contiriuing along said margin, South 11 °50' 11" West 178.07 feet to the beg~nning of a curve, concave to the East, the center of which bears South 80°31 '03" East 1958.05 feet distant; Thence along the arc of said curve and margin, passing through a central angle of 01 °19'30" a distance of 45.28 feet to the Southwest comer of said Lot 7; thence along the South line of said Lot 7, South 89°05'25" East 306.59 feet to the point of beginning. WHEN RECORDED RETURN TO: Lloyd W. PoweD C/o Powell Development Co. 737 Market Street Kirkland, W A 98033 Document Title: Deed of Trust TRANSNAnON n DT lB." 75 ft? 92-18 ., 2 200002030008S8 PAGE III OF 888 02/83/28.8 12:86 KING COUNTY I lolA Grantor: Grantee: Legal Description: Pacific Exchange Company Lloyd W. Powell, Sharon L. Powell, Peter W. Powell and Maryanne L. Powell q(1l[/ Abbreviated Legal Description: Full Legal Description: See Exhibit A attached Assessor's Tax Parcel Nos.: 125360-0060-06; 125360-0050-08 Reference Nos. of documents Released of Assigned: DEED OF TRUST I DEED OF TRUST THIS DEED OF TRUST, made this ~~ day of January, 2000 between Pacific Exchange Company, an Oregon corporation ("Grantor"), whose address is 1000 S.W. Broadway, Suite 1950, Portland, Oregon 97205; Transnation Title Insurance Company ("Trustee"), whose address is 1200 Sixth Avenue, Seattle, Washington 98101; and Lloyd W.Powell and Sharon L. Powell, husband and wife, and Peter W. Powell and Maryanne L. Powell, husband and wife, (collectively, "Beneficiary"), whose address is 737 Market Street, Kirkland, Washington 98033. WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in the City of Renton, King County, Washington: Lot6 of Burlington Northern, a Binding Site Plan, recorded as Recording No. --9206302696 in Vol 161 of Plats, pags 8-11 being: That portion of Block 2 of the Plat of Burlington Northern Orillia Industrial Park of Renton as recorded in Volume 108 of Plats, Pages 12 and 13, Records of King County, Washington, described as follows: Commencing at the Southeast comer of Lot 1 of said Block 2; thence South 1° 50' 09" West along the East line of Lots 2 and 3 of said Block 2 a distance of 1326.48 Feet; Thence South 68°49'45" West 39.11 feet to the North margin of Southwest 41 st Street; Thence North 88°37'07" West along said North margin 105.67 feet; Thence North 1°50"12" East 210.00 feet; Thence North 88° 37'07" West 166.67 feet; Thence South 1 °50' 12" West 210.00 feet to the North margin of Southwest41s1 Street; Thence North 88°37'07" Westalong said margin 16.66 feet to the true point of beginning; Thence North 1°50'12" East 210.00 feet; thence North 88°37'07" West 166.67 feet; Thence South 1 °50' 12" West 210.00 feet to said North margin; Thence South 88°37'07" East 166.67 feet to the true point of beginning. Lot7A now known as Lot 1 of Short Plat No. LUA-97-159-SHPL Recording No. 980519013 further described as: Beginning at the Southeast comer of Lot 7, Burlington Northern, a binding site plan, according to the City of Renton Binding Site Plan recorded under King County Recording No. 9206302696, in Volume 161 of Plats, Pages 6 through 11 inclusive; thence North 01 °50'09" East along the East line of said Lot 7 a distance of 18.00 feet to a point on a curve, concave to the Northeast, the center of which bears north 00°54'36" East 120.00 feet distant; thence in a Northwesterly djrection along the arc ofsaid-ctirve I -Deed of Trust G \POWEI234\Onllla\TRdeedPECtoPO doc 347 PM 1128/2000 ~.--~- passing through a central angle of 52°12'08" a distance of 109.33 feet; Thence North 36°53"17" West 173.08 feet to the beginning of a curve, concave to the Southwest, having a radius of 120.00 feet; Thence along the arc of said curve, passing through a central angle of 36°14"56" a distance of 76.92 feet to a point on the East margin of Lind Avenue and a curve, concave to the West, the center of which bears North 79°50'53"West 806.74 feet distant; Thence in a Southerly direction along the arc of said curve, passing through a central angle of 01°41 'OS" a distance of23.72 feet; Thence continuing along said margin, South II °50' 11" West 178.07 feet to the beginning of a curve, concave to the East, the center of which bears South 80°31 '03" East 1958.05 feet distant; Thence along the arc of said curve and margin, passing through a central angle of 01 ° 19'30" a distance of 45.28 feet to the Southwest comer of said Lot 7; thence along the South line of said Lot 7, South 89<>05'25" East 306.59 feet to the point of beginning. which real property is not used principally for agricultural or farming purposes, together with all tenements, hereditaments, and appurtenances now or hereafter thereunto belonging or in any wise appertaining, and the rents, issues and profits thereof. This deed is for the purpose of securing performance of each agreement of Grantor herein contained, and payment of the sum of $840,000 with interest, in accordance with the tenus of a promissory note of even date herewith payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and also such further sums as may be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste thereof; to complete any building, structure or improvement being built or about to be built thereon; to restore promptly any buildIng, structure or improvement thereon which may be damaged or destroyed; and to comply with allla..ys, ordinances, regulations, covenants, conditions and restrictions affecting the property. 2. To pay before delinquent all lawful taxes and assessments upon the property; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. 3. To keep all buildings now or hereafter erected on the property described herein continuously insured against loss by fire or other hazards in an amount not less than the total debt 2 -Deed of Trust G \POWEI234\0riIha\TRdeedPECtoPO doc 347 PM 112812000 -----_ .... ---. secured by this' Deed of Trust AJJ policies shall be held by the Beneficiary, and be in such companies as the Beneficiary may approve and have loss payable first to the Beneficiary as its interest may appear and then to the Grantor. The amount collected under any insurance policy may be applied upon any indebtedness hereby secured in such order as the Beneficiary shall determine. Such application by the Beneficiary shall not cause discontinuance of any proceedings to foreclose this Deed of Trust. 'In the event of foreclosure, all rights of the Grantor in insurance policies then in force shall pass to the purchaser at the foreclosure sale. 4. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses, including cost of title search and attorney's fees in a reasOilable amount, in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 5 . To pay all costs, fees and expenses in connection with this Deed of Trust, including the expenses of the Trustee incurred in enforcing the obligation secured hereby and Trustee's and attorney's fees actually incurred, as provided by statute. 6. Should Grantor fail to pay when due any taxes, assessments, insurance premiums, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, and the amount so paid, with interest at the rate set forth in the note secured hereby, shall be added to and become apart of the debt secured in this Deed of Trust. 7. Grantor shall not, without Beneficiary's prior written consent, which consent Beneficiary may give or withhold in its sole and absolute discretion, (a) transfer or otherwise dispose of all or any part of the Property, or of title thereto; (b) voluntarily create or grant any . liens, mortgages or encumbrances against such title; (c) initiate or allow any change in the nature of the use and occupancy which was intended for the Property on the date of this Trust Deed, unless the change is required by law; or (d) initiate or join in any request to make any change in the zoning classification of the Property. Prohibited transfers herein include a sale, conveyance, transfer, gift oJ." other disposition, whether voluntary, involuntary~ or by operation of law, or any other act by which the economic benefit, entrepreneurial risk, or management responsibility with respect to the Property is shifted to someone other than Grantor, or in which Grantor agrees to transfer or gives an option to purchase the Property. 8. Grantor will keep and maintain the Property free from the claims of all persons supplying labor or materials in connection with the construction or repair of any Improvements constituting a part of the Property. 3 -Deed of Trust G \POWEJ234\Orilha\TRdeedPECtoPO doc 347, PM 1/28/2000 ._ ......... __ ..... _ .. _---- 9. In the event any lien, attachment or encumbrance is recorded or otherwise claimed against the Property without Grantor's consent, Grantor shall promptly notify Beneficiary thereof and shall cause the lien to be discharged ofrecord within thirty (30) days after its recording. If Grantor fails to obtain the release of the lien within thirty '(30) days, BeneficiarY-.may, at its sole option, do so; provided, however, that Grantor may, in good faith, contest any lien against the Property. Where Grantor chooses in good faith to contest any lien, Grantor shall establish to the satisfaction of Beneficiary that it has the ability to satisfy such lien should be detennined to be valid. IT IS MUTUALLY AGREED THAT: 1. In the event any portion of the property is ~en or damaged in an eminent domain proceeding, the entire amount of the award or such portion thereof as may be necessary to fully . satisfy the obligation secured hereby, shall be paid to Beneficiary to be appliedt'o said obligation .. 2. By accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right to require prompt payment When due of aU other sums so secured or to declare default for failure to so pay. 3. The Trustee shall reconvey all or any part of the property covered by this Deed of Trust to the person entitled thereto ori written request of the Grantor and the Beneficiary, or upon satisfaction of the obligation secured and written request for reconveyance made by the Beneficiary or the person entit1ed thereto. 4. Upon default by Grantor in the payment of any indebtedness secured hereby or in the perfonnance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of the Beneficiary. In such event and upon written request of Beneficiary, Trustee shall sell the trust property, in accordance with the Deed of Trust Act of the State of Washington, at public auction to the highest bidder. Any person except Trustee may bid at Trustee's sale .. Trustee shall apply the proceeds !lfthe sale as follows: (a) To the expense of sale, including.a reasonable Trustee's fee and attorney's fee; (b) To the obligation secured by this Deed of Trust; (c) The surplus, if any, shall be deposited with the clerk of the court ofthe county of sale. 4 -Deed of Trust G \POWEI 234\Onllla\TRdeedPECtoPO doc J 47 PM 112812000 5. Trustee shall deliver to the purchaser at the sale, its deed, without warranty. which shall convey to the purchaser the interest in the property that Grantor had or had the power to convey at the time of his execution of this Deed of Trust, and such as he may have acquired . thereafter. Trustee's deed shall recite the facts showing that the sale was conducted in compliance with aU the requirements of law and of this Deed of Trust, which recital shall be prima fade evidence of such compliance and conclusive evidence thereof in favor of bona fide purchasers and encumbrancers for value. 6. The power of sale conferred by this Deed of Trust and by the Deed of Trust Act of the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 7. In the event of the death, incapacity, disability or resignation of Trustee, Beneficiary may appoint, in writing, a successor Trustee, and upon the recording of such appointn:1ent in the mortgage records of the county in which this Deed of Trust is recorded, the successor Trustee shall be vested with all powers ofthe original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party hereto of pending . sale under any other Deed of Trust or of any action or proceeding in which Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by the Trustee. 8. This Deed of Trust applies to, inures to the benefit of, and is binding not only on the parties hereto, but on their heirs, devisees, legatees, administrators, executors, successors and assigns. The term Beneficiary shall mean the holder and owner of the note secured hereby, whether or not named as Beneficiary herein. Witness the hand of the Grantor on the day and year first above written .. 5 -Deed of Trust G \POWE1234\Onlha\TRdcedPECtoPO doc 3 47 PM 112812()OO STATE OF OREGON ) ) ss. County of Multnomah ) . . _ kh The foregoing instrument was acknowledged before me this ~ day of January, 2000, by Patrick H. Jensen, who being duly sworn did say he is the Vice.President ofSwnmit Exchange Company, an Oregon limited liability company, the within-named c,ompany, and that the instrument was signed on behalf of said company and ackriowledged the instrument to be the free act and deed of the company. OFACIAL SEAL LDRI L. PERKINS NOTARY PUBUC-OnrGON COMMISSION NO :'. '::'91 MY COMMISSION EXPIRES AUG :.2003 (ts:ss;~S$~_; .s.--s...~~ <~ss;{6 6 -Deed of Trust My commission expires:--,Ctu~, ... ~~<<-.-=----=-,----,=-=:.....:::.~--,--__ G \POWE1234\Onllia\TRdeedPECtoPO doc 347 PM 112812000 I REQUEST FOR FULL RECONVEYANCE TO: TRUSTEE The undersigned is the legal owner and holder of the note and all other indebtedness secured by the within Deed of Trust. Said note, together with all other indebtedness secured by said Deed of Trust, has been fully pai!i and satisfied; and you are hereby requested and directed, on payment to you of any sums owing to you under the terms of said Deed of Trust, to cancel said note above mentioned, and all other evidences of indebtedness securedby said Deed of Trust delivered to you herewith, together with the said Deed of Trust, and to convey, without warranty, to the parties designated by the terms of said Deed of Trust, all the estate now held by you thereunder. Dated this ___ day of ________ , 200_ Lloyd W. Powell Sharon L. Powell Peter W. Powell ~aryanne L. Powell Mail reconveyance to 1 -Request for Full Reconveyance G IPOWEI Z)410RlLLlAITRDEEDPECTOPO DOC 0 1128100 -) ., PM EXHIBIT A LEGAL DESCRIPTION OF PROPERTY Lot 6 of Burlington Northern, a Binding Site Plan, recorded as Recording No. --9206302696 in Volume 161 of Plats, pgs 8-11 being: That portion of Block 2 of the Plat of Burrington Northern Orillia Industrial Park of Renton as recorded in Volume 108 of Plats, Pages 12 and 13, Records of King County, Washington, described as follows: Commencing at the Southeast corner of Lot 1 of said Block 2; thence South 1 ° 50' 09" West along the East line of Lots 2 and 3 of said Block 2 a distance of 1326.48 Feet; Thence South 68°49'45" West 39.11 feet to the North margin of Southwest 41st Street; Thence North 88°37'07" West along said North margin 105.67 feet; Thence North 1°50"12" East 210~00 feet; Thence North 88° 37'01" West] 66.67 feet; Thence South 1°50' 12" West 210.00 feet to the North margin of Southwest 41 st Street; Thence North 88°37'07" West along said margin J 6.66 feet to the true point of beginning; Thence North 1 °50' 12" East 210.00 feet; thence North 88°37'07" West 166.67 feet; Thence South 1 °50' 12",West,210.00 feet to said North margin; Thence South 88°37'07" East 166.67 feet to the true point of beginning. ~ Site contains 35,000 square feet. co C::> ~ Lot7A now known as Lot 1 of Short Plat No. LUA-97-159-SRPL Recording No. ~ 9805219013 further described as: Beginning at the Southeast corner of Lot 7, Burlington Northern, a binding site plan, according ~ C".J to the City of Renton Binding Site Plan recorded under King County Recording No. ~ 9206302696, in Volume 161 of Plats, Pages 6 through 11 inclusive; thence North 01 °50'09" East ~ along the East line of said Lot 7 a distance of 18.00 feet to a point on a curve, concave to the ~ Northeast, the center of which bears north 00°54'36" East 120.00 feet dlstant; thence in a Northwesterly direction along the arc of said curve passing through a central angle of 52°12'08" a distance of 109.33 feet; Thence North 36°53"17" West 173.08 feet to the beginning of a curve, concave to the Southwest, having a radius of 120.00 feet; ThenCe along the arc of said curve, passing through a central angle of 36°14"56" adistance of76.92 feet to a point on the East margin of Lind Avenue and a curve, concave to the West, the center of which bears North 79°50'53"West 806.74 feet distant; Thence in a Southerly direction along the arc of said curve, passing through a central angle of 01°41 '05" a distance of 23.72 feet; Thence continuing along said margin, South 11 °50' 11" West 178.07 feet to the beginning of a curve, concave to the East, the center of which bears South 30°31'03" East 1958.05 feet distant; Thence along the arc of said curve and margin, passing through a central angle of 01°19'30" a distance of 45.28 feet to the Southwest comer of said Lot 7; thence along the South line of said Lot 7, South 89°05 '25" East ' 306.59 feet to the point of beginning. 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SOIIu. -'oHbw •• , Rua.\ 81 "".rl, ; 'ublnstOi ru. 4 •• 4 PebN&I", : II .ell ... pvchalt .. contNO' • !al •• \u ~ .. "' .. '~ : .'/.' :.:~;~~(~~ , .. 'mTf~ASIt _i-=n . ~~:.,~:~~ .0; ... ., ... . ' . --.......... Mia 'w ... -1IId ........ 1I 'GI\_~I BURLINGTON ORILLIA INDUSTRIAL DIVISION DESCIl !PTIDN Section 30, Section 31, N.~ rMoT POintCJ.i or THE SOJT}£4ST Q.iMTfR OF n-E N:lRlHtI'ES! Q\,JAATER Of SEtH(1\; 1:, T 23 N, R 5 E, W.fo(., Al'.c Of n-£ ral:n-EAST QUMTfi1: OF n£ $(X.I1lfM£ST'QlMTfR OF. SAID ,SfCTiC1i 3(', N() ~ nE. SOUil£I.S~ Ql,JAA.TI::R OF ;'rE SOVToiIES";' Q,!AolTSt Of W~ SEtita~ ~, A"C Cf 11l: KRiHEAST :)JAATU OF M I<.tA~ST QUlIt!~!t Of' SECTlO\ ):. SA1t ~:p N~ IW'«, ~YTNG-WESTf.Rl'f ~'f;/Oft 1'O't'llM:~TERl.Y OF ~T VA:.LEY H:~Y NIJ I.YIN:t N:lA.n£Rl.Y Of S.W • .:3M STItfET; (FOIV'£Ri..Y ~ AS i. ;~v~ ST.) TOGETtO W!~ A.Lt. 1l1A.r P\)lTl~ or W\IERtf'£HT LOT .. (NCA S ." :'/i. S 'It 'J:J.), SAlt) SECTlCN )0 ~ :T ~ tOT 1 (H.A N II( :J:' N W !/.:.), SA:D Sr::CT!CN 3l, LYIt-G t-I)R.n£IU.Y OF S.W. :'3!U> STII.!cT A."IJ L'fL~ r:ASTEr<:..y OF A. UN!: :l£5C.RIIXD AS !"Cu.ows.: ~1"':;' AT n£ 'SOUT>EAS! CClRNfIt OF SAI~ ~IW·EJ'.4T L.01 :.; '!'Ht.~ "I E~ 03' 5"" W Ai..a.G n£ SOI ... 1" LlHE Tl£R!.OF :;:. .::: !"~.~ to nE TRIJ!. :>rcrINT O!" aeGafm&'i; n-ENCf,.. :6 ~. ~5" t etAlUL .. e:.. WITW Tt£ EAST L!NE OF SAI~ W.'9JtENl LOT:' A :>is'''''''f c:R :i2C.7.l FEET TO nE BEG/""II«O ::.' A O~ ~o nE. :UGI-4T {)f 2;)"'...0 FOOT RADIUS; lit.....a ALO'(; nt:: MC :JF SAl~ C\A'vE A CIS!.ANCE T..-p. 23 N, Twp 23 N., OF 356.:;.2 fEEl ;~CUOt-i A. CENi'R.Al ~w: C# ::.;;<: :;1 O?" TO n-E 8CGf~lN:: Of A C'.AVE ;0 !l-£ LE'!'': :y: ~J FO'}! RAUJ~'Si Tl-!EhCE N.<:N; n£ AA!'. Uf ~!' C\iRVE A. DIST.6fiCE 01' ;::.:-.G~ FE":' ~J.toi " ca.;t~ =~:/~r~ ~l~~r~,~:~~ ~L~~:~ f:AST U!IE TO T1'£ l.()Rit-EASt CQRt6 UF 5.1)=> OOV!orw-ENT ~::)T /oI'C 1)-£ :-a:tllfllY 7fw.trlJS 01-w.:S UJIE.. DEDiCAT!ON ~ ALI.. ~ sy ir\!SE PRE~S I't~'l' ~, T..;f ~.N""SIG.'IE;:', CW'c:~ !,'; i'Y! S!1"f>l.f OF ;tE LA~ ~av PLAtTED, ta!~y Of:::.».E iH!S PL,61 »z; ~i:A~ "Tn ~ N5l..!C ~:::REV9:. ~ ~, ~ /lI.'l:! WA~S ;;bl~ h"!oU:a-: .. ~T .. nt: it!WHi TO f"AI(!. 111...':... t£C!:~SAAY si..~!; ~ CUT!: 1H:J fl us, ""c "!~ olJQf! TO o:tntN..€ TO DP.Alk SAW ~ A."C \iA~S tM...'{ uc .A.C.~5 ,x~ Lifo ,)I< ;..oJ!!', If£itE" WATER ~lGtr; T~ " ,..,..7lAA.. C;OU;UC:, i.~ TI1f. ml;IK'\L It.fAsr.t~U. GAAtir."'G Of T.-i£ Sc00S ~ 'oUl':'S SI-«)W~ la.t;OO. !=c;,!..~1N:; n~ O;:lGltW.. ~~ C...v.cii'G ~ ~E ilQ4,CS ~"..:f.":'S :.HJ' .. ~ "'-.c."!tE\XII, N:; ~..A!~ WA.'iElS 'eN r..'\.'"'f !..CT ~ :.::l1"S Si{1¥_~ x P!VER1EI :;.R 9Loc.<!:~ ~Rao( T.-£lR NA.TURIoL (.OI.R5e 50 AS TO DlS~ I.S'ON Nf'f P\.'aLiC ltJGoI-:/S OF ~y Q;t TO ",,"'PaO. ~..JI. :::AA.!t.:t.&E. A.''Y ex..."!..OSiNG Of DAA.i~ ~T!~S IN c..'!.'F-RTS OR. taA!~ (A :=U:~il~ ~..RECF A:.R055 ;N'! LOT, Ai ~y ~ I.H:eRTAICEH SY (Jt rcR TxE Otl\"::'l Of A,« ?..Oi r SH~;' Sf ~ ~Y blC A.T r~ EXP"'..J6l Of StJC.'-{ 0I00W::R:. ACKNOWLEDGMENT S:::te '!"f Y.i:'\r:~so·c :;o..,,"=t)' ~ ~omse,. n-ns IS TO C.fXTlfY :nIo.' "" rrlJ5~~ Of'~,f,..J., !97E, !ERlRf. f'£, P£ lNJERSIGNED, A !'CT.MY i'\I1l1C, pt"RSCKIrLLY N'f'EMED J. ~. ~, vrCf PRfSIilfNT, H>D J. c. ASKl"tfII, seCUTAAY, Of'" GlACIER PAA( CO., TO IE ~ m fIE n£ CCIR.PCIlA.TION ~T ~"l"rIE ~ITHIN OED}CATJ::H, flHJ ~ n£ SAlO fNS~ TO lIE Tr£ ~ }tH; YOU.H1AAT /ICf ~ DfEO OF SAltl COItf'CAA,Tla-t FOR ilE u$£S /<H) P'JIti'OSfS THERElh ~'Tla£) /IN) (Joj; DATt< Sl~Tf[) r __ T tt£Y ftIET<f AU-natJZEO i"C fXEME 'n£ sA.1P INS:-..a£Nl" AM> -:l1AT n£ SEA;. N"ftJG:O 15 THE Catf't.'AA-TE x ..... OF SA!~ <::OR.POPAlION. WJDl::5S ~ ~ NO OfFiClAL, SEAL "THE QAY I...,..;) YEAA FI!'."Sr ASO'.(( ~1!19'<1. RESTR!C liONS /00 -:-;v.,:7 Ot ~TJa.. C:" A ~T IN Tri!5 ?LA-:-g.'A!..!. ?C ::>~'-I!!JEj JH:) sou;. at Rf$CU; OR. ~R5l"UP ~ at iRANSrE.rvtW lH:.~ at TIE ~S":IP Of Jw. !'<:RT;(;H OF iP.tS PlAT 5;-¢.W. !E t.E55 ~ ilt: MEA Rc.-qu:~ FC5t ~ ;""SE ::J!5TJt.iC! arc Wii.01 L.oo.-n::c. GlXI~ PARI( CtzIPN'o"J ~'6!!~ 9.f~S \Hro rrSE<.F, iTS SJ(;C£SSORS ~ AS$:QI(S, n-£ RIGHT TO COGTRlO, roAlNTAJIII, US:::, 0PfitA.~, R!1..OCAi!, ~ec;:r.."S7RUC-:-A.1oQ RSEW s:;Q-: i"AACJI:.,C.GE ~ Ci)£R FACn.(7:~S OF GlAUSt PI#. CXtf>>>rf, ITS SUCCESSORS IN) ASi:GNS, AS Jl totAY A"! ,W'( tr!'oE AU) At:M il~ re "T!~ L51R! '«11'H:N n-t: sa.:O ;>;l&.iieSr INJ "!"!-£ RIGii!"S :-E~lN ~ StW.L ~ f..I~ ~iH Stft]tlCA. 10 1M: "II?'lS OF JHf JI.& :4.:..!. on-ss oN 'SAID LJIItI}$" !NC' ... l..[)IPG SJ:" K)"! LtMt-:-£) TO :"''!ILlTT 'o::::Pof'~lES JlN)J(1;( T!"£IR )ES!Gf'£ES, ~ 1¥.Y !-£llfAF"Elt oc;:;.PY SAJ~ PR&.ISES OR '41101 ""'Y E,'lCTec J'i"S C4i. 7-EjR F.t.CU.lilES, OVER, lHlER, :..cROSS ~ ,rRO!.,I;;Ii ne. $,Of£. I'" SUO! !=l£lli71ES OF OT\-£ltS XOJf"'rI~ SAl!! PRf.'"o!ISES R!.~J~ EN:.6SB£NT OR Nt! OT,.£R p!wiECTr~ BY R£ASCN OF M fXISraa ~ o;>ERATlO"t OF /w'Y ~ !"RAO:J,Gf ~ cnEA. FACIL1"!l£S OF Q..ACID. PAAK C!Yi'kf'!, n-s socaSSMS (..K; A5S1~. SI.JI'Y. PIitOTEcTI~ ~ BE ~(oe:: ~ TO SPECIF1CATICNS ::If .:A.N:!~ ?AAt:.. ~1H'!, iT; s..!CC£Ss::RS /IH) ASS~GNS, N4> 1:0£ WOJU( \tn..!... ae: ~ £fY SIlY:: N<lY UC ~ 01)-£RS ,t,T ITS .::R. -:-t-EIR SCl.E :)')ST, "IABIU-;-: NI:' EX..oecse. GARONER ENG/flEE.RS INC. NORTHERN ('>'jQa-1 PARK OF RENi:'i)(rJ I , ..................... / ~. ,r':) \ OrC~,_ ... :;{_!'£sG:.SI>f';,'!S ~11C' #C ~;£O ;:i:5~C6"Y OF->ep~-6C<J..S1r:. , r"\'" X[;~~:rfksfs~iloP~c. ~ ~,{~~. COM?TROL:"'=:R'S C=:RT:~:CATE lAND SURVEYOR'S CERTIFICATE RECORDING CEIlTIFiCATE 7609250902 ~~~EF =~~~r.~7~':~~~~r,; T2~?&:~:: c: KIN; w...NT"f', w.\SHlfoGTON DNtslOO Of. ttECORDS ~ ELEC":"l!)llS C INT .G. =; SOM ........ SHEET ~ I ORILLIA tlNGTON INDUSTRIAL s n"4o'n-( s.w. 27fh S NE !14 ~ a ;1.;214 ~'l J/a.~.4. ~ . ~ .~ i ,:/ ~ 1 ~I ,.,. !ft,", II ,l!.·JO"cV'(IO- :", ••• .Jo; Section 30, Section 31, SEC. 30 4 .J 1'16,62/4 2JI~'" K'~~I(} DIVISION I Twp. 23 N., R 5 E. w.M. Twp. 23 N.. R 5 E. W.M. j .rd!J1 0/ C ,(;~.co~·nu,~;;:n~F.~~=:;:::;~;;:==rl ii SE ~/4 ' I .. A!f:1J.t:f- ~.' ':~~_N8T''''O'-''_ " ---0.10- ·-.C:fl:,·~ .. •....• L~2U.26 iiQ'!JIIII.,E_ . • It)JI_' •••• __ N N.~'·09-" __ --57'9.5r---- ! • , ~ 'I '_-E"'II'-~' w~.TIrjfJ. f!!!IIId I..,,4MBERT 6'11(; NORTH ZONE SCALE 1"~200' GARONER ENGINEERS, INC. Seattle. '",. ¥ «'.:iI., N ":\w ,.1). r.r"'·n~ • t."""..O!P '--\ A JofJd4'r1Dirrg tlnd ¥liUry ~S,It1t!rI' is !'I~I'~ rl!'$6f'Vlf'd 15' 'If widllt cdiDinln9 £tiff "t1I1~, ~II/11O}"(1f1!! S.W. "',stt1 S"UI ant! O'in .. idlh odjDining (1/1 DIAfr Sl'~~!, ,,,,"'" h~r«m_ SHEET .,' o • WHEN RECORDED RETURN TO: FOSTER PEPPER , SHEFELMAN 1111 Third Avenue, Suite 3400 Seattle, washington 98101 Attention: Michael Kuntz RELEABE OF PLAT REBTR~CTION THIS RELEASE OF PLAT RESTRICTION is made this ~~~~ day. of June, 1992, by GLACIER PARK COMPJI.NY, a Delaware corporation ("Glacier park") and BURLINGTON NORTHERN RAILROAD PROPERTIES, INC., a Delaware corporation ("Burlington Northern"). Recitals 1. PUrsuant to the plat of Burlington Northern Orillia lndustrial Park of Renton, Division I, recorded in Volume 108 of Plats, on pages 12 and.13, records of King county~ Washington (the "Plat"), Glacier Park reserved for itself and its successors and assigns the following plat restriction (the "Plat Restriction"): . Glacier Park Company hereby reserves unto itself, its successors and assigns, the right to construct, inaintain, use, operate, relocate, reconstruct and reneW such trackage and other facilities of Glacier Park company', its successor and assigns, as it may at any time and from time to time desire within the said premises, and the rights herein reserved shall be and remain superior to the rights of any and all others in said lands, including but. not limited to, utility companies and/or their designees, who may' hereafter occupy said premises or which may extend its or their facilities, over, under, across or through the same. If such facilities of others occupying said premises require encasement or any other protection by reason of the existence and operation of any such trackage or other facilities of Glacier Park company, its successors and assigns, such protection shall be provided pursuant to speCifications of Glacier Park Company, its successor and assigns, and the work will be done by said any and all others at its or their sole cost, liability and expense. 2. Glacier Park and Burlington Northern are selling the property ("Property") more particularly described on Exhibit A attached hereto, Which'Property is within the Plat and thus subject to the Plat.Restriction; 3. As a condition to the sale of the Property, Glacier Park and Burlington Northern have agreed to release the Plat Restriction as it applies to the Property; OOlnDl.m -1- Mae ililf'M FlIED FOR RECORD AT REQUEST OF TRJ\NS.I\MERICA Tm.E INSL"R \:-';CE co. 3~O IORth Aw. I\!~ I~ u. I;()~: 1·::;:1 Bdkvuc, \VA !JbOU~ , i : .... . ~ I-· I I .: I I = • o • NO~ THEREFORE, Glacier Park and Burlington Northern hereby forever release and relinquish all of their right, title and interest in and to the Plat Restriction to the extent the Plat Restriction affectG or encumbers the Property (provided nothing herein shall affect the Plat Restriction as it applies to other property within the Plat). In connection with this release, Glacier Park and Burlington Northern represent and warrant to the plJrchaser of the Property that they have not transferred or assigned the benefit of the Plat Restriction to any other person or entity. DATED as of the day and year first above written. STATE OF WASHINGTON I/' ss. COUNTY OF ~J GLACIER PARK COMPANY. a Delaware _corporation BURLINGTON NORTHERi'! RAILROAD PROPERTIES. INC., a Delaware corporation I certi~ t~t I know or have satisfactory evidence that KVL<4¥ L <4~ is the person who appeared before me, and sald person acknowledged that said person signed this instrulaent, on oath stated that said person was au~orized to elCecute the instrulilent and acknowledged it as theU;,dt:k4./duA/of GLACIER PARK COMPANY, a corporation. to be the free and voluntary act of such corporation for the uses and purposes mentioned in the instrument. . .-,/5<-d f Dated thlS ~ ay 0 .-. 1992. -2- otary Public in and sta~of Washington, at a ZZ'l'o./ My appointment expires J?~~~ .. I '. ;1 , .. ;.; '. '.' :' :; , . t' • • • ... STATE OF WASHINGTON COUN\'Y OF ~ 56. certi t at I know or have satisfactory evidence that ~~~~~~~~~~~~~~~.~~~/~~ is the person who appeared before me, and sa person acknowledged th"t said person signed this instrument, on oath stated that said person was autborized to execute the instrument and acknowledged it as theU;,<!'2r~4<~-!f BURLINGTON NORTHERN RAILROAD PROPERTIES, INC., a corporation, to be the free and voluntary act of such corporation for the uses and purposes mentioned:;' the inst~rum t. . . Dated this ~ day of ~,{~ '-------1992. I' .,......., .......... ~-------~------~----.. _--.-._--_ .. _-- I I • •• • IID1111!' .a pARCEL t.: That portion of Burlington North~rn Oriilia Zndustriel ParI: of Renton Division I, as por plat recorded in Volume 108 of Plat8, page 12 and 13, records of Ring County, described as follows: Lots 1, 2, 3, 6 7 and 8 in Block 2; TOGETHER WITH Lot 2 of CJ.ty of Renton Lot Line Adju8uent No. LLA-016-BS recorded under ~ing County Recording No. 8602139001; AND TOGETHER WITH thoBe portions of railroad right-or-way lying adjacent to Lots 1, 2, J, 4, 7, 8 and 9 in said Block 2; . . SitUate in the City of Renton, County of King, State of Washington. ParcelB 0: Short Plat No. 378-79, according to the Short Plat recorded under King county Recording No. 7909249001; situate in the City. of Renton, County of King, State of washington. I .: ~ ; 0 ~ '. 0 ..... M .. .' N-CD 0 .. N en .... ; '. :, .. - '. ", ... PARTIAL RELEASE OF INTEREST IN EASEMENT KNOI~ ALL MEN BY THESE PRESENTS that Puget Sound Power & Light Company, a Washington corporation, is the owner of an interest in that certain reservation and grant of easement referenced on the plat recorded in Volume 100 of Plats, pages 12 and 13, under Recording No. 7809250902, records of King County, over the real property described as follows: Burlington Northern Orillia Industrial Park of Renton. Said Company does hereby abandon and release all rights aequired under said easement in and to that portion of the above real property deseribed as follows: See Attached Exhibit A IN WITNESS WHEREOF~~a~d corpor be executed this ~day of ~1a..oo1..4:&""<'--__ instrument to STAT~ OF WASHINGTON) ) SSe COUNTY OF KING ) On this ~ day of , 1992, before me personally appeared WAYNE H. HOPMAN to me known as the DIRECTOR REAL ESTATE of. PUGET SOUND OliER' LIGHT COMPANY, the corporation that exeeuted the foregoing instrument and ~e acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the purposes and uses therein mentioned and _he on oath stated that ~he was authorized to execute said instrument. IN WITNESS WHEREOF, I have se,t my hand and affixed my official seal the day and year above written. ,I . . ~ . i't0tarYPUC In ado S of Washington, residi~~ My commission expires - - . '. 1 PUGET SOUND POWER & LIGHT COMPANY CORPORATE ACKNOI'lLEOGEMENT JV-ACOOI 4-DC-35l6 I EXHIBIT A· Those portions of Lots 2, 3, 6 and 7, Block 2 of Burlington Northern Orillia Industrial Park of Renton, Division 1, according to the plat thoreof recorded in .volume 108 of Plats, pages 12 and 13, records of King County, Washington, described as follows; . A strip of land 20.00 feet in width-running in an East-West direction, the conterline of which is the line common to said Lots 2 Bnd 3 and said Lots 6 and 7, said strip being shown and designated as a utility easoment on said plat, TOGETHER WITH a st::'ip of land 20.00 feet in widt.h running in a North-South direction, the centerline of which is tho line common to said Lots 2 and 7 and sald Lots 3 and 6, said st.rip being shown and designated as a utility easement on said plat; EXCEPT t.hose portions thereof lying within the South 20.00 feet. of said Lots 3 and 6. Situate in the City of Renton, King Count.y, Washington. I "'-I "-'0 IC WilEN RECORDED I\EIlJRN TO: omce or ,II. OIY Oed< R<nton MunJdpoJ Bulldlnll 200 MUJ Av<nuc Soulh Renlon, WA 9805S o • RE-92-002 RELEASE OP EASEMENT KNOWN All MEN BY TIlESE PRESENTS that the CI1Y OP ltENTON. a. municipal corporation, Is the ownet of an easement acqulr.:d from The Pbt of Burllngton Northern orUlIa lnduslrb/ Park of Renton Division I dated on September 25. 1978, recorded under King County Recording No. 7809250902, records of KIng County. State of Washington. over real property described as (ollows: See Ilxhlblt 'B' attJIched hereto A utility casement, 20' In Width, being more p:utlcularly-described :IS fonows: Sec Exhibit "A" ;t1t!1ched hereto mE CI1Y OF RENTON does hereby abandon and release :ill rights acquired under above described c::I5emcnt. '"J ~ lN ,~lNES~ \VH.EREOF, said City has caused this Instrument to be executed by the' Mayor and City ~~,~. Clcrtth.~ _"""""--=-______ 2_>_th d~YO[ June ,19~. ,\., II> T·.) :'.;' ~ (\\\ ~~~-.... ,.... ~ ;-: r~, W ORd( ~''';sAJ.l<:: ,,'( \::.~N ,vi ~ CITYCLEruc N o "'M :;;tD "0 ,.' c. .~ '" ., . .. , ,., ... (II (1) STATE OF WASHINGTON ) )SS COUNfY OF KING ) O!lthls. 25 th day of __ J_un_f!_. _____ , 19 :E, before me personally appeared Earl Clymer MAYOR, CITY OF RENTON, and Marilyn J. Petersen CITY ClF.RK, CITY OF RENTON, the Individuals th:lt executed the foregoing instrument, and acknowkdged said Instrument 10 be the free and voluntary act and deed of 5.11d individuals, for the uses and purposcstherdn mentioned, and on oath stated that the}' are authorized to execute said instrument. IN WllNESS WHEREOF, 1 have sct mr hand and affixed my official 5e:1I the d~y and year above written . . ~.' .. , . . _1 Notac) IIc In and for Ille Statr. of Washington residing at-;R;:;e,n"'to;;.:nr.:. ____ _ My appOintment CY.pltcs _1_1,;../2_9..;..'_95 ___ _ m..ED FOR RECORD AT R£QUEST OF 'IRANSAMERlCJ\ TITI.E INSURANCE CO •. L 3:-a Tn .-:.: .. ::~ I~ U. lil) .. ,.,.i BeU~vu~ \VA 9H009 I • o • EXHIBIT II Page 1 of 2 BUSH, ROED Il HITCHINGS. INC. EASEMENT RELEASE DESCRIPTION THOSE PORTIONS OF LOTS 2, J, 6 AND 7, BLOCK 2 OF BURLINGTON NORTHFRN ORILLIA INDUSTRI~L PARK OF RENTON DIVISION 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 108 OF PLATS, PAGES 12 AND 13, RECORDS OF KING COUNT'l, WASHINGTON, DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET IN HIDTH RUNNING IN AN EAST -WEST DIRECTION, THE CENTERLINE OF WHICH IS THE LINE COMMON TO SAID LOTS 2 AND J AND SAID LOTS 6 AND 7, SAID STRIP BEING SHOWN AND DESIGNATED AS A UTILITY EASENENT ON SAID.PLAT; TOGETHER H;;-TH A STRIP OF LAND 20.00 FEET IN WIDTH RUNNING IN 11. NORTH -SOUTH DIRECTION, THE CENTERLINE OF WHICH IS THE I.tNE CQM~Q~ TO SAID LOTS 2 AND 7AHD SA!D LOTS J AND 6, SAID STRIP BEING SHOWN liND DESIGNATED AS A UTILITY EASEMENT ON SAID PLAT; ~ THOSE PORTIONS THEREO~' LYING IHTHIN THE SOUTli 20.00 FEET OF SAID LOTS 3 AND 6. SITUATE IN THE CIT'l OF RENTON, KING COUNTY. lvIl.SIfINGTOn. POWELL DEVELOPMENT BURLINGTON NORTHERN B.S.P. WILLIAM A. HICKOX, P.L.S. BRH JOB NO. 91407.0e/SUR54B JUNE 12, 1992 , .. ' :. " , :, 'i ., :i ~ I ()1 '5C1lP,E: a ESMT T r 0 -,j 1"\) 1- ~ r·· :r> I 0 0'> I en (n • o • £XIii ~/T A UNO • I AVE.I ---•• -1,32e,e~1 --.;.-~---""Ir-1f-+_::--~N Q,2°09'51" E 1,I69,Oe' PLA I H:-=:~-..L_ g. N 02° 09'37" E I t r ~ E. -L~~~:~~-a ;'LITY ESM'r ' AlONG ~TRI;:ET FRONTAGE PtR PLAT. "! 10' TELEPHONE ESM'r REC, NO, 790509094 ~ VALLEY HIGHWAY :0 r\) ~.~ ~o_ ) ~:u ? I :. ., ~;= L I ~ ,', ~~ :'.: -<L:: ", ., __ '" .------a: • • EXHIBIT B parcel A That portion of Burlington Northern orillia Industrial Park of Renton Division I, as per plat recorded in Volume 108 of Plats, Pages 12 and 13, records of Ring County, described as follows: Lots 1, 2, 3, 6, 7 and 8 in Block 2r Together with Lot 2 of city of Renton Lot Line Adjustment No. LLA-016-85 recorded under 1<ing County Recording No. 8602139001; And together with all railroad rights of way lying adjacent to Lots 1, 2, 3, 4, 5, 6, 7, 8 and 5 'in said Block 2 and adjacent to Lots 1 and 2 of city of Rentcn Lot Line Adjustment No, LLA-016-85 recorded under Ring county Recording No. 8602139001 and adjacent to Parcels A and B of Short Plat No. 378-79 according to the Short Plat recorded under King County Recording No. 7909249001; Parcel B Parcel B of Short Plat No. 378-79,' according to the Short Plat recorded tinder King county Recording No. 7909249001; situate in tbe city of Renton, county of King, state of Washington. lT5'/OGl ,2/11/92 ,RAOll EMHIDIIA.n,1 .... ~'.--.-.~.-......... . ,', ;.~ :; " f '~ ~ :; " :: t! f.il ii I t' ~ M · .. :\.. .. _-.......... : OAAHTID TO PSerrteftOfrTkWDi lace i iL'V~",,". ".AKtNAPTI" AI'&:RRCOTO A8 THII-TI:LUHOHII:COMPANY.· OR TO 1"111 ~RotOECU'OA K1~NTIlRUT. AN ..... elMIHT OR RlaHWf:h'I~l~JllN THIl rol.l.OWIKo ObCRlellD ~R.P111TY .'TO"'UO IN g ------COUfnY. n ... TA 0d' • WHICH ....... ~ OR RlaHT 0' WAY I. RECORoa .. IN TH. o,rICJ.Pf' THI' u itor 0,. 1..,10 COUNTY IN 0001<1< _____ _ 0' Plats AT rAGIl 1Z &. 1J PARCEL A That portion of Burlington Northern Orillia Industrial Park of Renton Division I. aa per Plat recorded in Volume 104 of Plats. Pages 12 and 13. records of King County. Wa. described as follows: Bloclt 2: Lots I, 2. 3. 4, 7, and 8; and Lo't 2 of City of Renton Lot Line Adjustment No. LLA-016-85. recorded under King County recording N. 8602139001; Together with those portions of railroad right-of-way lying adjacent to Lota I, 2, 3, 4, 7. 8, and 9, in Block 2. as shown on the Plat of Burlington Northern Or1l1ia Industrial Park Of REnton Division I. aB per Plat recorded in Volume 104 of Plats, Pages 12 and 13. records of King County; Situate in the City of Renton, County of King, State Of Washington, Parcel B Parcel II of Short Plat No. 378-79. according to tbe Short Plat recorded under King .... County Recording No. 7909249001; Situate in the City of Renton, County of King. State of Wasllington. EXCISE TAX NOT REQUIREO 2;'1IeclonIa DM1Ian DyH'h~ NoW. THIAUoRI • .,-on A VALUABL& CONa'DIRATION. AICIJPT 0' WHICH •• HDUlY ACKNC-WL&DGID. THITD...a- PHONC COMPANY HERIDY RnltA ... AND A8,."OON. TO BAlD GRANTOR AHD TnQ ___ ..lt;.tbUe:.l ' Ur'--__ ...... ·UCCU.OR. IN INTEAIIBT THI IlABINEHT AGOVE oucRfalD. WITH THE IHTIHTlON 0,. TIIR ...... ATlNG IIAID ..... IDIIIHT. IN WITHae. WIt_RIlO,.. THe TBLEPHOHI. co .... "",, "4. ~.ID TMua ~RUaHT. TO .a IIXII:CUTID'TNIa-16th n ... y Oy June ID __ BTAnor: Washington C;:OUN1'Y or: K1 ng ON....... 16th DAY' OF June '8~ elaoRC .... P .... OHAi.J.y A~'EAAac pr L. D4uphiny TO >4" KNOWN TO 11K THIlK_-"R ... 1.1OgJJh",t--"o!.!f,-,W!!a"YL...!M",a",n",a"-s,,,e~r_-~0.t:P;:c.:.r-'::o.:.t.:.i:::o::.n::s:..... _____________ _ 0 ... THE" CORPORATION THAT ex.CUTm 1111 WITHIN AND ,OACOOIHQ INITAUNlHT. AND ACKHOWL.COCg THE ."10 IN· &TRU~ENT TO BE TN' ,AI[I" AHD VOLUNTARY ACT AND OI"ID Df IAII) CORPORATION. FOR THI: uen AND "'UAflQata TKIRI. IN N£HT'OHED. AHD ON OATH eTATCD TH-AT. __ ..:h.:..:",... __ -"I AUTH.OAIZED TO IXICUTC .AID .,...TAUMENT • ... WITH". WHEREOJ'", I HAva Ha.R£UHTO lET MY HA.NO ANb .......... 0 MY O,."C,,\L llAL THE CAY AND YIlAA IN £~'b-~-" NOT DLle.IN OATKII nATe 0" . THIS C1RTlf'CAT. ,.,flaT AOOva: WAITTaH. Wgsb1ngton AbiID'NIl AT Wood 1 Qyill '!' ru ~ ~ L; c. ~ 7. '" r1 l» .;1 L. ~~ '" ~~~ E: u, ~~ ~ -J ..,. i1 , , .• . ' ". ". .........•........ ;: .. : ... . . ' . . . . ~.-., .'-;. . ... , L ~. _ .. >-Z ~ ~ 8 III Z 0 :c II. III ..J III l- I! :j III GI m ~ x ~ 0 z 0 ii: U ~ ..... ! .••. " •. '.: ~-.~.; ..... :.: ... I ~llE'D for Recor3 af Request o~ " ...... ,' . ~aml1..~ _________ _ . : ..•.. ••• :":' : ~'. _ :. f •• :ddre~ssi.-_________ _ -" ,'. 'r";" .". '. '. ': ..•.... ;, ;;r;;o .. ~~:r.··\ :.! c·' ". '" , .' ~:).ltt:."I~·ll(~-q._ .. . . :.'. ..... . . '. ',. .. ,'. :' ., . " .... . ,I j. " .. .~ . . :" . - " , .. .. . "' . . . I -: ... . . • o • After recording return to: FOSTER PEPPER & SHEFEIM-iAN 1.111 Third Avenue, SU .te 3400 seattle, Washington 9BI01 Attention: Michael Kuntz RE~EA8E OP UNUSED RAILROAD HIGHT-OP-WAY THIS RELEASE made this d.. (. fl!; day of June, 1992, by GLACIER PARK COMPANY, a Delaware corporation ("Glacier Park") and BURLINGTON NORTHERN RAILROAD PROPERTIES, INC., a Delaware corporation ("Burlington Northern"). Recitals '1. Pursuant to the plat of Burlington Northern Orillia Industrial Park of Renton, Division I, recorded in Volume 108 of Plats, on pages 12 and 13, records of King County, Washington (the "Plat"), Glacier Park reserved certain rights-or-way as' shown on the face or the Plat for railroad purposes. ' 2. A portion or the railroad right-of~way shaded in Exhibit A attached hereto has never been used for railroad purposes (the' "Unused Railroad Right-of-way); 3. property attached Railroad Glacier Park and Burlington Northern are:. selling the ("Pl·operty") more particularly described on Exhibit B hereto, which includes the area encumbered by the Unused Right-ot-Way; 4. As a condition to the sale or. the Property, Glacier Park and Burlington Northern have agreed to release the Unused Railroad Right-of-Way; NOW THEREFORE, Glacier Park and Burlington Northern hereby release and relinquish all of their right, tit~e and interest in. and to the Unused Railroad Right of Way. Nothing her.ein shall affect the other rights-of-:way created on the fact of the Plat, including the other rights of ways created on the face of the Plat that encumber the Property. (signature~ on following page) '~.REC!~""ST., n.r n "'TrW" ,. "0 f".F.n ff'·· , . '. .. .... " . .. ' .' -" FILl, 1"1\.:\: .. · ... ·\:·& ',,_",/ . . ........ ,';\ •. \.: r .... "'· ~-''''''~ .. \' Il \:\1 .• \.,.13 J Bcik ... ~c. \VA \JtlU09 l -1- J'T RE(l! ~~'--r OF' :.: :~~~·:t i~ . .' .. ~·.·:; CO. .• ,Ill Aw. ,,,£ V. !lOX '.:!I3 BeUevue, 'VA 98009 ------_.-._ ..... """'-.---...,.""------... ----..... . • -_ ••• ----•• -... _ ••••••••••• p ••• :.-:--••••• :-••••••• • I D' I ~ en (IJ N o M CD o N en eo o • DAT~D as of the date and year written above. STATE OF WASHINGTON 55. COUNTY GLACIER PARR COMPANY, a Delaware corporation BURLINGTON NORTHERN RAILROAD, PROPERTIES, INC., a Delaware corporation or have satisfactory evidence that is the person who appeared before me, and sa~d person acknowledged that said person signed this instrument, on oath stated that said person -was aut rizetI to execute the instrument and acknowledged it as the· . 0 GLACIER PARK COMPANY, a corporation, to be the free anti vo untary act of such corporation for the uses and purposes mentioned in the instrument. Dated ~:~ .• ~& ~ day o~ft< ~d d ~ 19',. _ •• :~ M. C4 " • •• '\,,\~ ~,,,,. ••• I9;f/,' • •• ~'<; •• ·~,\o.v l'';;'' ~ .. :O# .... ~'"' ~' ..... y~ M· t t :!tf~ "Q1AII~ ~:c:\ y appo~n men :-';u _1_ "': __ : ~ "'~ Ptt8\.'c .l ~: "~'" 3-03-94 •• :....is: • ;1-,."', ",~~ .- '., ~ "fttl t" ~~ .. o •• OF W~S~ •• • ............ / .. I . .. 1 • STATE OF WASHINGTON 5B. COUNTY know or have satisfactory evidence that / is the person who appeared before me, and ~~d~p~e~r~B~o~n~a-c~.kFn~o~w~1~ekd~9~e~d~that said person siqned this instrument, on oath stated that said person was au ori2:e to execute the instrument and acknowledged it as the . of BURLINGTON NORTHERN RAILROAD PROPERTIES, INC. , a corporat on, to be . the free and voluntary act of such corporation. for the uses and purposes mentioned in the .instrument. d.. Dated this c:?,? -day of _=-~.d..~~.tl...!.~,..:::====.. -3- tary Public in and for the tate~ Washington, residing at ')~.a:;t:z7l,./ - My appointment (:!xpires 31!Iw ) • i i ==-""""' _________________ "'O';': . ., .• -.'''r ... '.' ... ---.--~-,-..,_.,.,.,...,_c_ ..... _-........ 1 I I -- o 7. • • ......... " .. -......... ~ ... -_. . .. . Jj I---------r-_ I 1-------~a:.~·:-:;-:-:Q.-~~~-=7=::-:::-:::-:::-:::-:::-:ti~: .. ~ ,,_". ___' _L~. __ II ~ 'Ow 4,:o''':-:~;;-:::e;;';'1:=-:I<:=r!:::ET ===-{ e.EQ. t~o i g .:{ alAO\I!r.!:. PAQ.K. co. ~e!II.1-rc"1, WA 2011 U1 5381 .- ~ -_ ............ __ .. __ ._-.. '--"' ... , --. I Ul en ,CD N o M CD o N (7) • • • IMPEL A: Tbat portion of Burlinqton Nortborn orilli. Industrial Park of Renton Div1.1on I, •• per plat recorded 1n Volume lOB of Plat5, ps;_ 12 end 13, record. of King County. a •• cribBd •• follow.: . Lot. 1~ 2, 3, 6 7 and 8 1n Block 21 TOGE'l'HE'lt WITH Lot 2 of City ot Renton Lot Lina Adju.tmant No. LLA-016-B5 recorded under Xin; county Recordin; No. 860:ll~I<'OOl; AND TOGETHER WITJI tho .. portion. of ro1lroad r19ht-of-vIlY lyln;alSjllcant to Leta 1, 2, J, 4, ?, 9 and 9 in aaid Block :I; situate in the City of Renton, county of Ring, state of . WaahinljJton. ,MeEL I: Parcal B of Short Plat No. 378-79, accord in; to the Short ,Plat recordod under Xing County Recording No. 7909249001; situate in the City of Renton, county of Ring. State of washington. • I i , I .. :: . . n .;z n o o • .1 - KING COUNTY EXCISE lAX PAlO EASEMENT ~e Kef-ti' .., Z~'·I (.1 t::s r. 1-t"".- rantor, GLACIER PARK COMPANY, a Mir~esota corporation, hereinafter called Grantor, for and' in consideration of Ten and No/IOO Dollars ($10.00) to it paid, and the agre~ts herein contained, does hereby ~rant to ,PACIFIC NORTHWEST BELL TELEJ;I)NE aJlPANY, a Washington corporation, hereinafter c:alled Grantee, an easelllOnt for underground co~ic:ation cable through, under and along the follow- ing described preaises situated in ling County, Washington: ditions: A strip of land 10 feet wide loc:ated in Section 30, Township 23 North, Range 5 East, W.N., lying parallel with, adjacent to and easterly of the east line of the new allgnlllOnt of Lind Avenue and being IIOre partic:ularly indicated in green on print urked Exhibit "A" and attached hereto. This easeaent is ude subject to and upon the following express con- I The Grantor, for itself and its successors and assigns, reserves all rights to use the property hereinbefore described for any and all purposes what- soever not inconsistent with the eas.-ent hereby granted when deemed'necessary or expedient to the Grantor. Rights, reserved shall be so exerc:ised as not to dallage or interfere with the easellflnt as above defined. This easMent is subject to all existing interests of third parties in said property of any kind or nature whatsoever and any and all extensions or renewals thereof. II This instru.ent does not grant or convey unto the Grantee any rights or title to the surfac:e of the soil along the route of said peraanent utility ease- ment except for the purpOse of laying ~. inspecting. restoring and replacing utilities; provided that any such work which shall disturb the surface of the soil shall be subject to the granting of a taporary construction pcrait granted by the Grantor. III Tho: Grantee shall protect and save hamless the Grantor fro. any and all claias. demands. loss. daaage expense and liability of every kind and description including personal injury and for any daaage to or loss or destruction of property whatsoever suffered by the Grantor, its heirs, successors and assigns, or by any persons. firas or corporations, because of the construction and/or ulntenance of said facilities. IV In the event that said property shall at any time cease to be used tor utility purposes, or ""111 by operation of law or otherwise beco.e vacated,o,r , _ abandoned. the easer-~t herein -granted shall ilEediately cease 'arid 'termill3t~ with- out potice or other proceedings on the part of the Grantor and the Grantee. its successors or assigns, shall immediately reconvey said property to the Grantor. Page I of 2 pages ((LED for Record at Request of ~;J~ed<c# 2!t.J,~£-{---, .. ,',J,;ress./?et .. , ,("c,?!,~--::::::. 5-7 .. <""" .... -&7-e l.-) J'j '7 Ii I z.. L-.. ~~-.---... -.. -....................... _ .................. _ .... _-.----I ·. IN WITNESS WHEREOP. the Grantor has caused this instruaent to be executed by its proper officers and its c~rpor.te soalto be hereunto affixed this __ 2_7_th ____ day of ___ N_O,:.v_elD.:.-be_r:...-_---'" 1~78. ACCEPTED: GlACIER PARI C(JIPANY By----/~~~~~.~_~¥~~v~ic~e~Pre~sgi~d~t~ !L1-:(. i'.'- Attest --',:-._.L(-'-~..;:.==~.:.......I<..-~:;,.JJ-J..;,;......;:;;::J.,_-Asst. Secretary PACIFIC HOR1HIfEST BELL TELEJr>HE COCPANY ... ecretar)" STATE vr "iM"ESOTA ) ) SSe County of Raasey ) On this __ ---""2..;..7..;;;;th:o:-__ day of __ -!.N~O~v~embe==r:..-___ • 1978. before Il1O personaily appeared _--=J..!o-::C:.:o-.:;K:::e:!;na=d ... v'-·----and _~G~.~F...I.L.-.SS!Jto!e<:.!i .. nhu.ui."b1.5e ... ll.....-.-J to _ known to be Vice President ·and Assistant Secretary of the corporation that executed the within and foregoing instruMllt and acknowledged said instm-t to be the· free and voluntary act and deed of said corporation for the uses and purposos thereir. 8entioned and on oath stated that they were authorized to execute the said instruaent and that the seal affixed is tte corporate seal of said corporation • . iN WITNESS WHEREOF. I have hereunto set my hand and affixed my official seal the day and year first above written. t:. -. '/ ,,",f\· .. ""'''.A.''''.I'!'.~ ...... ~" '. . ..,~,. I? H. B;:-~io •. )~P ?; rW1:·r ·: r:"-: .. :". -: ;=:::(.!~ ~ ~" .... .st.:"-~·\::·.:.Y . ;r"I' .: ~ .... ~,~, c: .:' "'.! .: ::: .. ,l"':: ',1'::0 :; ;fVV.·" .• ~,""'f'JJ,· .. !"J •• ' \.r ••.. FO:'.!.! APPROVED Date:,;, /. .... 0/,7r Page 2.of 2 pages By .... j:?~.'·~"rt"'ent l'a'.l.!jl'~ :;,'r~hw""t Boll ~------~----~-------.. -.--~-~--~-~~~-==.-~ I -s.w. ll'" ST. ---------------------r ! ! ) ~ ~ : CD ' 0: C1' "_ o II) o C1' r- ;0 80 ~ I 345 I --- , s.w. 29th stl @! 345' ISO U) I 27~ , I I I ~ I .~. ISI600rtl 0 I ~i . ~I ~I ~ ~~ 170 ~ I ; l' \&..~ , , , I I I ' nl"? 250 2AO ) I I I (j; I 242250!!J I I ~I~ ~ ~ g @f ~,~ 19~50 ~ on ~ tfj\ \0. S , :2, \0 'ii'9600tIJ • ! 6aOOollJ , I " I i I I I ii I • I , . ' -.i , I I :: W. 30th St / ,_ i I ----.,,t.....+~----ti-+--'-I ; )0 , )()1tJ ., I I I I I ) : I I I I i i ' .. " I 't I I 380 / 265~ 265 I I 280 ~--4.~~~--~~~ .-: __ ~!£./ 265~ 2~5 I'; 280 • • I I I I : !, . I I I I ____ (§) _____ J,6!f4n (~---l:~ ~J\ ~ II~\ @ ~ :J 312500!\l N I N 21860'JtlJO)'i<C 218600$ CD 'I' I t3B300$ I J) CD,O) -\ \ I ~ i \ \ 'I ,\ \1 \ I ~ I.... I \ \ : \ i ~ 1---'60:1 \~! \ I I' ~ ---..' : !, \ i~ \,' 1"'( : ii ,\ 11\ \ I Q ! \: '\ I! \\11 j i . I; '\! ! \ '." " ~ ., i \ I ; \ , I -__ .. __ 345., __ L ____ J~~ , __ ~ _~_.L ___ ~Let __ y I ::-~ ,r :-,.. -----I I I ~--,I ) v ,., " ~ "" -----I....,J , ~. , , "'--17.( -- / 3~ I ""," , I '(1) 44540~ 1 60 --'---il I . 10' J:A'SEMalT ,--_ ... 1 ',' '"J. I I"I~ -!P .... , 0\ I .. ~, I I I I' / -------_./ / ./ c -!P , ,- , / /' ® 385000q, .. ~ ...... ~:: .... , ... r ~ . '_I ',; . J ' '·r :~ : ..... IV) !~ I I 'j I i ,; '1 ;-, I I .... , .:~ " :', t: -~ ~ ~.~ '.-.....:: RESrRICT!VE COVENANT nns iNOEN lURE entered i Ilto between GLAC! ER PARK COMPANY, a I~i nnesota corporation, hereinafter called "Owner", and Brad CunninghaiOl, ail individual, hereinafter called "Purchaser", W ITNESSETIl: WHEREAS, fA.mer presently owns Lots 4 and G, Block 2, Burlington Northern Orillia Industrial Park of Renton Division I, ;:.;cording to plat recorded under Auditor's No. 7809250902, Ki~9 County, Washington; and WHEREAS, Purchaser desires to 'exp,lIld a building on Lot 5 of said Block 2, and the parties, as a result thereof, desire to establish setback requiremp.nts with respect to future builo;~g or buildings to be constructed on said Lots 4, 5, and 6, Block 2, of said recorded plat; ~'OW, THEREFORE, for good and valuable consideration, the parties agree as follows: 1. No buil di ng or structure shall be constructed or maintained on the south '24 feet of Lot 6, and the west 39 feet of Lot 4, Block 2, of said recorded pl at. 2. No uuildlng or structure sha~1 be constr:Jcted or maintained on the east 21 feet of LotS, Block 2, of said recorded plat. ·,3. This agreement shall be binding upon the' heirs, successors and assigns of the parties. Tennination of these covenants or any changes in same must be approved by the City of Renton. DATED this _~?!.l~_ day of __ ~Afri! _____ , 1931. OwNER GU\C!ER PARK CO~lPANY "./" ,', /. ' Attest: .,// '/ //,:c:"L,-:C/ dSSISTN" Secretary PURCf!ASER BRAD CUNNINGHAM hpl~nnk06 1 \, STATE Oi~ MINNESOTA SS. County of Ramsey On this 22ncl -day of April , 1981, before lIlt? persv:.ally appeared .1 C Kpn.,dy and R. J. Morin , to me known to be Vi-::e President and Assistant Secretary, I"spcctively of GLACIER PARK COMPANY, the corporatl0:l that eXf'cuted the i.,ithin and foregOing instrument, and acknowledged the said 1!1strument t.o be the free a.ld voluntary act and deed of said corporation for the uses and purposes thetein mentioned, and on oath stated tilat they were authorized to execute said instrument. I N WITNESS ~IlEflEOF, I have hereunto set :ay hand and -affi xed my offic i a I seal the day and year first ~bove written. STATE OF WASHINGTON) SS CGUNTY OF tJtJEj } My Co~ission expires Nover.her 17. 1985 On this day personally appeared before m~ beA~ C{.uv'IIIi~f/~t1 to me known to be the individual described in a,\G who execu~T.e ' within and foreJoing irrstrUll1cnt, and acknowledged that --.ii! signed the same as ~ free and volunta~y act and deed for the uses and purposes thereIn mentIoned. I fJ(/,1.L/f i (~'I f-;.'L GJAlEN under my hand and 0Vifial seal thi s _,"-,_--'-1 __ -__ day of _ _-4/ "J--! i ,19 /0' • Notary .Publ ic in and State ,-of ~'9J0n, at "-,1;-7-LC . ~ . . /--, . ;t(ll!{.-~ for the residing 5.1~'O REel.· F C:=lSHSl ;.J;*at: . .:t:~,.OO AGREEME".JT AND CONVEYANCE RE: UTILITIES SYSTEMS TIiIS Ali:U:U-IEN I made and entered lnt'.> this _____ · day of __ ',,", ..... , ..... iui .... ,_· ___ _ 19..:..-L hy and bctl~ccn the CITY OF HENTON, u lIIunicipal corporation actinJ.: us u Non- Charter Codc City, under th~ !aws and statutues of the State of Washington, hereinafter referred,to as "City", and VAllEY I'4DUSTRIAL BUILDING, BRAD CUNNI~!r;HAH hereinafter referred to as 'Developer"; l~ I T N E ~ SET II: WHEREAS "The Developer" is desirous of installing certain water lines and appurtenances thereto at, ncar, or within the hereinbelQw described property andto connectsame tl)the City's Utility System so that such improvementswill constitute an integral part thereof; and \\!UEREAS no other property owners or users are presently ava.llable to share in the cost and expense of c~nstruction of such improvements ~nd the parties hereto having in mind th~ provisions and terms of Chapter 261 of the 1959 Sessions Laws, generally referred to as a "Municipal Water am) Sewer Facili- ties Act, (RCW 35.91.101 et seq)"; and WIIEREAS "The Developer" is willing to pay all the costs and expenses for the installation of said improvements; NOW TIIEREr-DRE, IT IS HEREBY AGREED AND COVENANTED BY AND BETWEEN HIE AFORESAID PARTIES AS FOLLOWS: 1. The "Developer" hereby acknowledges and covenants that the is the owner of the following described property, to-wit: Lot 5, Block 2, Orillia Industrial Plat Division HI JuH 29 3',' Til::' '" RECOR· ~ ;.: ~. and the "Developer" hereby agrees and covenants to cause to hav<t:~1hs.t~ped the following described improvements, tc-wjt: 344 I.f. of 12" 0.1. waterline, two fire hydrants and 3 gate valves and all appurt~nances along easterly property line of above described property north of S.w. 41st Street and west of East Valley Highway. and such installation to be made in full compliance with all ar~licable codes and regula·tions of the City of Renton. The "Developer" further covenants and w~rrants that all expenses and claims in connection with the construction anJ instril1ation of the aforesaid improvements, whether for laher OJ 0atc.ials Of both have been or will be paid in full, all at the "Ucveloper's" expense, from any liabillty . . .. .ill ~unn.cc.t':0n tjj~i·~.·,;..:..lJlp-· '. ~.D ':;".;' . l'r~ [,rl'U'i~n hT RrUllfq :h r,~.~ n~u uti·· , .... \,;--... .... ; : .... , -:!'-"- ;-. The "Dei'cloiler" further certifies !.hat'thl! total p.sti'!!:lt<.'..! ..:u:;t ,of said l'unstr",:tioll as hereinabove sp.:clrieJ will be in the >;(IIIi'nf $_l8.286.00 Based on said total amount of cost, ~~)S.. proor X;XmIlXXXyklllXJJCXA(OllCXm:.XlOOCll:X pe r fron t linea I foot (vtl'ike Out (;he inappl'i.c-aIJZe tat.t) of said improvement shall be employed to determine the pro rata rcimhursement to the "Developer" hy >iny owner of real estate. who did not contribllte to the ori~inal cost of such improvement. and who subsequently wishes to tap into or honk unto:." us~' !:aid facilitje:a, which tap or hookup shall include cvnnec- tions tJ laterals ~r branches connecting thereto, all subject to the laws and orJi~~nces of the City of Renton ahJ the provisions of this Agreement. It is hereby further agreed that in the event thi total actual cost of the afore- described improvement shall be different from that set forth hereinabove, then t~is Agreement will be duly amended to set forth the total actual cost UJ thereof. The Pro Rata Cost per lineal front foot is $29.8703/I.f.f. 3. It is hereby found and d~termined that the construction and installation said aforcJescribed improvement is in the public interest and iri furtherance of public health and sanitation. 4. The "Developer" herelly agree:; and covenants to convey, transfers and assign unto City all right. interest anJ title in and to 5.id impruv=ments and all appurtunance3 and accessories theret6. free from any claim and en- cumbrance of any party whomsoever; City agrees to accept and maintain said improvement as part of its present Utilities Systems upon approval thereof by the City Engineer and after inspection of said construction. The "Developer" further agrees and covenants to execute and to. deliver unto the City any and all documents including Quit Claim Deeds and Bills of Sales, that may reasonab'ly be necessary to fully vest title in the City an'J to effectuate this conveyance and transfer. The "Develuper" further agrees and covenants to pay unto the City such service or other charkes as may be imposed by the Ordinance of the City of Renton from time to time applicable to like us~rs of the same class. S. City reserves the right, without affecting the validity or terms of this Agruelllcnt to make OT cause to be !uade extensions to or additions of the above improvement and to allow service connections to be mad~ to said extensions or addilions. without liability on the part of t~c City~ 6. No person, firm or corporation shall be granted a permit or b~ authorized to tap into, hookup unto or us~ any su~h facilities or exten' sions thereof during the pe~io'd of~~years from date hereof, without first paying unto the City, in addition to any ~nd ail other costs, fees anJ charges made or assessed fuc each tap. hookup 01' use, or [or t~~ watec main r:lciliries constructed in connection therewith. the :!:J!ount l'cquireJ by the provi~lons of this cuntract. All amounts so received by the City sh::\ll b\.~ paid out by it unto Tht:' "De~relcper" t:!id~r the terms oi lhis agreement within sixty (10·, day~ :!ftcr re;.;cipt thcri!oi. FUi·th~fJllut'~. 1.11 casc allY tap, hookup or connectinn i" IIFl·.le i"LC, :.:~:y s<;cn CQnt:l'a" c',,; faLility, withoLt 5uch paymen~ having b~en first maJe, the leKislative hoJy 0 f th,.! City may cause to have removed such unauthorized tap, hookup or cp~~~ction, and all cDn~ectill. (title or pipe) or related acces50ries locateJ in the facility of right-of-way, and di~~ose of such unauthorized material so removed. without any 1 iuhility, on the PUj-t of the City whatever. It is further agreed a'ld covenanted that upon expiration of the term of this Agreement. towit: Ten (10) years from date hereof, City shall he ~nder f"') no further obligation to collect or make uny Curther sums unto the "Developer' o cg ~ 1be decision of the City Engineer or his authorized representative in dcterll'ining or computing the al'lount due from any benefited owner '-iho wishes cg to hookup to such improvement. ~hall be final and conclusive in all re- (lJ spects. o. The CITY reserves the right. without atfecting the validity or terms of this' AGREEMENT, to make or cause to be made extensions to or additions of the above said water mains and to allow service connections to be made to said extensions or additions, without liability on the part of CITY. 7. It is further agreed and understood that the aforedescribed improve- ments to be undertaken and paid for by ______ O_e_v_e_I_Q~pe __ r _______________________ _ have been or are about to be connected with the Utilities Systems of the City. and upon such connection and acceptance by the City through its legislative body. said extension and/or improvement shall be and become a part of the municipal utilities systems. 8. This agreement shall be placed for record with the King County, Auditor's Office immediately upon execution thereof and all costs of record- ing shall be the responsibility of the "Developer". llATED THI S __ !_"_' _' --"-_________ DAY OF ___ -'.-'.~, _ _'__ _______ • ~ 9 ~i CITY OF RENTON, a Municipal Corpofation By: 13~1.IUo J.f" ~ ayor STATE OF WASHINGTON) ) ss DEVELOYER ;, By: f::(d~~i&~~ By; Sea tt:e." \tVA <1f~lDr Valley !ndustrlal 8uildlng Brad Cunningham COUNTY OF KING ) 'r:: ' ,,.-;} ~ On this day personally appeared btifore jIIe~ ~ JV~of. ' known to be;rk.-)7I~/~J CL.. C~<0 C{'~-./<:..--ri-Specti vely. of the municipa 1 corporation that ~x~cuted the within and foregoing instrument. and acknowledg said instrument to be the free and \oluntary act and deed of said corporation for the use~ and purposes therein mentioned, and on oath stated that the) w."r,e authorized to execute said instr'''n'-"'~i ;!wJ th:!~ the seal affixeJ is thi: corporate seal cf said ::..:;rpu,at L'a. .•. : • .'= .. :" :...:... ... ~..:.....- ~ In o N o . .. ~-.•. ·.-.-----··--~ ___ .. __ .. _ ......... --." .. _~ .. w-,. EASEMENT The Gr~ntor, GLACIER PARK COMPANY, a Minnesota corporation, herein- after called Grontor, for and in consideration of Ten and no/lOO Dollars ($10.00) to it paid, and the agreements herein containeo, does hereby grant to BURLINGTON NORTHERN RAILROAD COMPANY, a Delaware corporation, hereinafter :alled Grantee, on easement for railroad purpases upon the following described premises situated in King County, Washington: Parcel 1 -All that part of the SE~ SW! of Section 25, Township 23 North, Range 4 East W.M., lying east of the 100 foot right of way of Burlington Northern Inc., north of the swth line of said section, west of a line parallel to and 267 feet east of the east line of soid 100 foot right of way nnd southwesterly of a /ine lying 20 feet northeasterly measured parallel and rodi:111y and all that port of Lot 7, Block 9, Burlington Nor Ind PI< Renton II recorded in King County records July 24, 1979, under '7907240890 lying southwesterly of a /ine lying 20 feet northeasterly measured parallel and radially from the following described centerline: Beginning at heodblock of No. 16 turnout:at Engineer Survey Station 997+37.7 = 0+00; thence southerly through soid No. 16 turnout ta the left of Stemco Spur Track to ~in.ning of curve at Station 1 +61.5; thence olong a 60 curve to the left th~ugh an angle of 20 2.4' to a point of reverse curve at Station 2+01; thence along a 60 00' curve to the right thrt'vgh on ongle of sO 59' to Station 3+00.7 to end of curve and point of tangent; thence southerly along said tangent to point of curve at Stotion 6+65 .4; thence alorig -;0 30' curve to the left througn an angle of 60 22' to Station 7-150.3 to end of curve and point of tangent; thence along said tangent to beginning of curve at Station 7+67.6; thence southeasterly along 130 14' curve to the left through an angle of 4rP 04' to end of curve at Station 10+70.4; thence along a tangent to heodblock at Station 10+96.6 = 0+00 of lead trock to Orillia Industrial Park; thence along a No.9 turnout to the ieft to heel of frog and beginning of curve at Station 0+81.9; thence southeasterly and easterly along a 1 T> 30' curve to the left through on angle of . 360 48'35" to end of curve and point of tangency at Station 3+76.4; thence easterly 100 feet along !.aid tangentporollel to and distance 35 feet from the south line of Section 25, Township 23 North, Range 4 East W.M. and end of centerline and description. Parcel 2 -Rai Iroad rights of way situated in Sections 30 ord 31, Township 23 North, Range 5 East W.M., located all within the plot of Burlington . to-Jc:-tnc:Tl Ortl!io !ndvsrric! Purk of Rcnion Divi~iun i, recorded in King County records 9-25-78 under '7809250902. Porcel 3 -Railroad rights of way situated in Section 30, Township 23 North, Range 5 East V' .M. and Section 25, Township 23 North, Range 4 East W.M., located all within said plot of Burlir.gtl'n Nor Ind Pk Renton II. =: ; . '1 • .. r~·~ i f , ! I i I I· '; , .. :,i I··:'~ (,'1 r r i , ,.:.~ , j ~ l[) o N a co • IN WITNESS WHEREOF, the Grantor has caused this instrument to be' executed by its proper officers and its corporate seal to be hereunto affixed this 13th day of October , 1981 •. STATE Or. MINNESOlA ) ) SSe County of Ramsey ) GlACIER PARK COMPANY Attest: d tJ~ ~sl.skJntSeCretOrY On this 13th doyof . October , 1981, before me personally appeared J. C. Kenady and R. J. Morin to me known to be President and Assistant Secretary of the corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary oct and deed of said corporation for the uses and purposes therein mentioned and on oath stated that they were authorized to execute the said instrument and that the seal affixed is the corporate seal of said c-:>rporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ( .. ' .• -....... -....... ,#""**"..,..,#-#~...",###,,# ....... , .J.F. S"cINHIBEL 1 • -"'Y '·.,;'CIC· MINN[SOTA t i ;AMS:,V COUNTY ~ :. r.1fIl'.~' ., [ -.:plres Mar. 16. 19!1:f. ~ "'_.f .-~"""""""'~P#.' -2- No ry Public in and for Minnesota, residing at St. Paul. .' ," .:j ", .' ", WHEN RECOP.OED RETURN TO: office of the city Clerk Renton Municipal Building 200 Mill ~venue South Renton, Washington 98055 • c • • ~HENT POll 'l'RAPl"lC SIGNI\L' OPERATIONS AND MAINTENANCE For and in consideration of Ten Dollars and other good and valuable consideration, receipt of which is hereby acknowledged, the, GRANTOR, POWELL-ORILLIA ASSOCIATES, a Washington general partnership, hereby conveys and quitclaims to the GRANTEE, THE CITY OF RENTON, a municipal corporation of King county, Washington, a perpetual, non-exclusive easement for traffic signal operations and maintenance over, upon and under the surface of the real property located in ICing county, Washington, more particularly descrioed in attached Exhibit A, incorporated herein by this reference (the "Easement Property"). The Grantee, its successors and assigns, shall have the right, \~ithout prior not.ice or proceeding at law, at such times as may be necessary, to enter upon the Easement Property for the purpose of constructing, maintaining, repairing, or altering, or making any connectione; ,fith the traffic signal system to be located on the Easement Property, without incurring any legal obligations or liability therefore; provided, that any such construction, maintenance, repairs or alterations shall be accomplished in_such a manner that the private improvements existing on the Easement property or any other property of Grantor shall not be disturbed or damaged, and if disturbed or damaged will be replaced in as'good a condition as they were immediately before the property was entered upon by the Grantee. Grantor shall have the right to fully use and enjoy the Easement Property, including the right to use the surface of the Easement Property if such use does not interfere with the installation, use and maintenance of the traffic signal system on the Easement property. The Grantor may construct a road over the Easement Property but shall not erect any buildings or structures over, under or across the Eae;ement Property as long as the traffic system on the Easement Property is in existence. This Easement shall terminate if the traffic signal system on the Easement Property is ever permanently abandoned by the Grantee. IT54/0ll5 :6/29/92 :011516 T RF.Ot'r.~ OF -1-FllEO fOR RECOIID 1\ I -t r-";diCO. liI\NSi\!I1ERICi\ TITLE IN~E -"Pow·orll.E., 320 \OSth Ave, . I~ O. BOX H93 ScUcVIIC. WA 9tlOO9 j I " ry I' "-' I :; , ' . ' I··· i-· I,. I' ~. '. j.: t-, I • o • This Easement is a covenant running with the land and shall b~ binding on Grantor, its successors and assigns. Grantor covenants that it is the lawful owner of the Ea~ement Property and has the good and lawful right to execute this Easement. DATED this ~~-day of June, 1992 Partner ,( -2- 1754/00; :6/23/92:011516 POII·Orll.Euo r I 11 I • o . \ • STATE OF WASHINGTON ss. COUNTY OF KING On this .J{P day of £~ , 1992, before DlO, a Notary Public in and for the state~ Washington, duly commissioned and sworn, personally appeared Lloyd w. pow.ll, to me known to be the General Partner of Powell-Orillia Associates, a Washington general partnership, tho partnership named in and which executed the foregoing instrument; and he acknowledged to me that he signed the sallie as the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appears on this document. Wl'l'NESS my hand and official seal the day and year certificate above written. JANICE nscHMACHE~ NoIay P.J)Ic STAll Of WASHINGtON Iotilt·~W ~J~ N~C in and for ~~.,st:ate p{ . Washl.ngton, residing at ~. My commission expires: 7. I'J. 'i Sf . -3- in this 1~4/0()S :6123/92:016 16 Pow-orll.£o .. ---------_. --------------- I I " o l'-N o M to o N en e· • STATE OF WASHINGTON ss. COUNTY OF KING On this _~ day of ~ , 1992, before -me, a Notary Public in and for the stat~f Washington, duly co~issioned and sworn, personally appeared Peter W. Powell, to me known to be the General Partner of Powell-Orillia Associates, .a Washington general partnership, the partnership named in and which executed the foregoing instrument; and he acknowledged to me that he signed the same as the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned. I certify that I know or have satisfactory evidence that the person appearing before me and making this acknowledgment is the person whose true signature appear.s on this document. year in this -4- 1r.;',OO5 :6IZl/92:DII516 POW-Orll.Eo •• • ~.. • " .. ':, . ·-·:-·······--.. -·I"I~C"\o.,. .... ~·'; u:··,·:. _. I I • I ... o ~ N o M CD o N O'l , o .. EXHIBIT A BUSH, ROED 8: HITCHINGS,INC. Legal Description for Traffic Signal Easement SIGtIALIZATION EASEMtNT DeSCRIPTION THAT PORTION OF LOT 7 OF BURLINGTorl NORTHERN, ACCORDING TO THE BINDING SITE PLAN THEREOF RECORDED IN VOLmlE /{./ _ OF BINDING SITE PLANS, PAGES .'? THROUGH}/-' RECORDS "OtJaNG COUNTY, \~ASHINGTON, OESCRIBE!Ji\S FOLLOWS: -- CONMENCING AT THE SOUTHEAST CORNER OF SAID LOT 7; THENCE NORTH 01· 50' 09" EAST 18.00 FEET ALONG THE EAST LINE THEREOF TO THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS·OF 120.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH .00·54' 35" WEST); THENCE \'IESTERL'l AND NORTHWESTERL'l 109.3) FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 52"12'09"; THENCE NORTH 36·5)'17" I~ES'f 17).08 FEET TO THE BEGIN- NING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF . 120.00 FEET; THENCE NORTHWESTERL'l 25.92 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 12 °22' 37" TO THE TRUE POINT OF BEGIN- NING; THENCE SOUTH 4U044'07" NEST 19.96 FEET ALONG A LINE RADIAL TO THE PRECEDING CURVE TO 'fHE BEGINNING OF A NON-TANGEN'!' CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 35.19 FEET (A R1>.DIAL LINE THROUGH SAID BEGINNING BEARS NORTH 154 34'21" EAST); THENCE WESTERLY, SQU'l'HI~ESTERLY AND SOUTHERLY 57.57 FEET ALONG SAID CURVE 'i'HROUGH 1\ C£N'l'RAL ANGLE OF 93"44 '10" TO A POINT OF CUSP oN THE WES'l'ERLY LHE OF SAW LOT 7 i THENCE ALONG SAID \'lESTERLY LINE THE FOLLOWING TWO COURSES: THENCE NORTH 11°50'11" EAST 43.34 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE ''lEST HAVING A RADIUS OF 806.74 FEE1'; THENCE NORTHERLY 6~.87 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04°40'41" TO A POINT OF cusp \UTH A CURVE CONCAVE TO THE NORTHEAST IiAVlfIG A Rh[H VS OF J 5. Ou FEE'r (A RADIAL LINE THROUGH SAID POINT OF CUSP BEAHS t/OR'l'H B2°~O'2~" ~!EST); THENCE SOU'['HERLV AND SOUTHEASTERL'l 43.16 FEET ALONG SAID CURVE THROUGH A Cf:N'!'RAL "NGLE OF '10°)9' 02" 'ro THE BEGINNING OF A RE- . VEHSE CURVE CONCA'JE; TO TIiE SOUTHl~r.:s'r HIWil'>G A RADIUS OF 135.00 FEE'l'; THENcr SOUTIIEASTERL'l 33.52 FE!::'!' ALONG SAID CURVE THROUGH A CEN- TRI\~ ANGLE OF 14°13'38" TO A RADIAL LINE OF SAID CURVE WHICH BE.\HS NORTIl 40°44 '07" EAST; THENCE SOUTH 40°44'07" WEST 15,00 FEET TO THE TRUE POINT OF OEGINNING. . SITUATE IN TilE CITY OF RENTON, KING COUNT'l, I4ASHINGTON. 'I'IIE PARCEL DESCRIBED ABOVE CON'rAINB 2,376 SQUARE FEET, MORE OR LESS. EXPIRES '1I7/~ Ai PONELL DEVELOPNENT BURLINGTON NORTHERN BSP NILLIAt-1 A. HICKOX, P.L.S. SIlIt JOB NO. 914 07.08/ SURS4 B JUNE 25, 1992 ": .. : j' ~ .: , ". I I . I I I e · o • ···a . SIGNALIZATION EASEMENT SKETCH PREPARED FOR: POW8..L DEVaOPMENT CO. A I 70·a~'02" fl.'as' ,. __ A L' -1-3./6' I , \ ~ A: /4°/3'38" '1<-L • 33.5],,' ,~ ~R.:J35' S 40"44'07"W(R) /5.00' \ .~ ~~5 l! • I]!' l2'37" Re. . ',-<.4-.•.. ,-~, J~O' " . /' , IIJ t' . .§.. .. ,., L' 2.5.92.' ~" .. -~, :' ~::: 2/'-'\-S40o#,o7n WrR,) /9.96' ~ 7 " T.p. O.B. ~'93·44'IO" ~ R'3S.18' '\ L'5ZST • . -to LO T ~.3- • \)l;::., ;.l .. . Burling/on Vol. ~. Northern 81.' ~n9 , PgS. A. R. R.O.W. 7 Site BUSH, AOED & HITCHINGS, INC. CML ENGINEERS & LAND SUfM:YORS 1WITlU, ~1tlIt ~n ... , .. cu: YoM 1n407.oa .u£ 25, 1DII2 i f , I , I .. ij .... \ \I.l ~ : ~ V ~~ go C) .~~ ........... ______ .... _ ... 1' ~ I . , v 'f /(f' ,. .. ' ... .. ' " ::' " " N o ~ N o M tJ) o N C7l RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: e • o • Aleton, Courtnage, MacAulay & Proctor 1000 Second Avenue, Suite 3900 Seattle, Washington 98104-1054 Attention: Robert C. MacAulay RECIPROCAL BASBHBN'r AGREBHEN't IiJ:TlI COVENlIlf1'S, COHDITIONB JU,l) RESTRICTIONS BBTWBBlf BClIIl\ REALTY CO RP. POWELL-ORILLXA ASBOCrnTE8 j -----~---------------_ ......... -........... ---.-- I N o l" N o M CD o N a') RECITALS A. B. C. D. E. o RECIPROCAL EASEMENT AGREEMENT WITH COVENANTS, CONDITIONS hND RESTRICTIONS ~~BLE Of CONTENTS HC Property •• Powell Property ShOPping center 2l!n.tl . . . . . ~ .... 1 1 1 1 1 1 ARTICLE 1 -DEFINITION OF EXCLUSIVE BUILDING AREA AND COMMON AREA • • • • • • • • • • • • • 1.1 Exclusiye Building Area • 1.2 COMon Area • • . • . • • •• 1.3 Conversion to Common Area ARTICLE Z 2.1 2.2 2.3 ARTICLB 3 3.1 3.2 3.3 ARTICLB f 4.1 4.2 4.3 -USE • • • • • • • • • Prohibited Us~§ . . . rYrther Restrictions Permitted Uses -JlOILDINGS • • Location . • • • Fire Protection ••• Damage or Destruction • -COKMON AREA ODB • Grant of Easements Use • • • • • ••• ~ ....... . . . .. (a) No BarrierlJ • • • • • • (b) staging for Constt~ctiQD 4.4 4.5 4.6 4.7 Limitations on~ (a) CUstomers. (b) Employees. (c) General ..• (d) No Use Fee • • • • 2t1!i~nd Service Easements Signs • . • • • • • .. • • -. ,. outside MerchandisiJm • • • 1\RTICLE S -COMMON 1IRE1\ DEVELOPMENT 5.1 Development Timing -i- 17S4{OO5,6f1 Tl92 ,011516 .' , .. 2 2 2 2 2 2 J 3 4 4 5 5 5 5 5 ~ 6 6 6 6 7 7 7 7 7 tl 9 9 KCIIA'AU< .... , j; ,- ,~ i I i I I i :; . " .: ,- .; I N o £' N o M c.o o N 0") e o o .. ~TIC~E 06 -COMMON AREA HAINT2~CB • 6.1 Maintenance Standards .• 6.2 Maintenance by Agent ARTICLB 7 -INDBHNIFICATION, INSURANCE 7.1 Owner's Indemnification ••• 7.2 &nsurance •••.••.••• ARTICLE B -REALTY TAXES AND ASSESSMENTS 8.1 Real Estate Taxes and Assessments •• AR'l'ICLE 9 9.1 0 9.2 9.3 -EMINENT DOMJ\IN Owner's Right to AWard collateral Claims • • 0 0 • • Restoration of Common Areas 9 9 10 10 10 10 11 11 11 11 11 12 ARTICLE 10 -CANCELLATION, BODIFICATION, DURATION • 12 12 12 10.1 Cancellation or. Modification ' 10.2 QyratJon •• 0 0 •••• ARTICLE 11 -RELEASE FROK LIABILITY 11.1 Release from Liability ARTICLE 12 -DEFAULT 0" • • 12.1 Default 0 •••••• 12.2 Remedies for Defau!~ 12.3 Attorneys' Fee~ 12.4 Governing LaW ARTICLE 13 -NOTICES 13 . 1 Notices .' . ARTICLE 14 -LENDER PROTECTION 14.1 tenner Protection .. ARTICLE 15 -GENERAL PROVISIONS 15.1 No 'Covenant to Operate 0 0 15.2 Running of Benefits and Servitudes. SucceSGors •••• . 0 • • • 15.3 Not a Public Dedication ••• 15.4 Document Execution and Change 15.5 No Joint Venture ••.• 15.6 Reoasonableness of Consent 15.7 Lot 1 •... 15.8 Counterparts 15. 9 No Consents 15.10 Wetlands • .• 150ll Lot 7 -ii- 1754/005;6/17/9Z:D:I516 . . . . Rights of 12 12 12 12 12 14 14 14 14 15 15 15 15 15 15 16 16 16 16 16 17 17 17 HC~A·Apr.nol • ., . . ~ 1 0 .... I, . , J I N o ~ N o M CD o N (7) e G • REClfROCAL EASEMENT AGREEMENT WITH COVENANTS, CONDITION8 AND RESTRICTIOnS This Reciprocal Easement Agreement with Covenants, Conditions and Restrictions ("Agreement") is !I1ade this 30th day of June, 1992, between RCliA Realty Corp., a Washington corporation ("HC") and powell-orillia Associates, a Washington general partnership ("Powell") • RECITALS; A. HC Property. HC is the fee owner of Lots 2 and 3 as legally described on. Exhibit A to this Agreement ("HC Property") and as shown on the site plan attached hereto as Exhikit B ("Site Plann). such Lots may be referred to in this Agreement separately as "Lot 2" and "Lot 3". B. Powell Property. Powell is the fee owner of Lots 1, 4, 6 and 7 as legally described on Exhibit C to this Agreement ("Powell Property") and as shown on the Site Plan attached hereto as Exhibi.t B. Such lots may be referred to 1n this Agreement separately as "Lat 1.", "Lot 4", "Lot 6" and "Lot 7". The reference in this Agreement to any "lot" in the Shopping Center shall refer to each of Lots 1, 2, J, 4, 6 and 7. C. Shopping Center. The lIC Property and the Powell Property shall be referred to collectively as the "Shopping centerU in this Agreement. D. ~. The term "Owner" as used herein shall mean and refer to each person or entity which holds fee title to any portion of the Shopping center and any successor of such p~rson or entity acquiring said fee title fr.om such person or entity. 'rhe term "Owner", unless otherwise provided in this Agreement, shall not include any lender, trust deed beneficiary or mortgagee, nor any lessee, tenant or occupant of space in the shopping center. E. Purpose. HC and Powell desire that the HC Property and the powell Property be developed subject to the easements and ~he covenants, conditions and restric::tions set fox·th in this Agreement. AGREEMENT I In consideration that the -fonowing e·ncurUbrances shall be binding upon the parties hereto and shall attach to and run with the He Property and the Powell property, and shall be for the benefit of and shall be limitations upon all future Owners of the He Property and the Powell Property and that all easements herein set forth shall be appul"tenant to the dominant estates, and in consideration of the promises, covenants, conditions, restrictions, -1- 1754/005:6/17192 :DIIS!/) HCIIA·A;r .net I I I N o l' N o M CD o N en e G o easements and encumbrances contained herein, ,He and Powell do hereby agree as follows: TBRMS ARTICLE 1 -DEFINITION OF EXCLUSIVE BUILDING AREA AND eOKMON AREA 1.1 Exclusive Building Area. "Exclusive Building Area" as used herein shall mean those portions of the HC Property and the Powell property devoted from time to time to building improvements (including canopies, roof overhangs, supports and other outward extensions not exceeding twelve (12) feet in depth), as the same may change from time to time as provided in this Agreement. "Building Service Areas" as used herein shall mean truck docks, compactor pads, utilities pads, pallet storage areas and receiving areas and similar service areas and facilities constructed solely for the use of the building located within the Exclusive Building Area. 1.2 Common "rea. "Common Area" shall, be all of the Shopping, center except the Exclusive Building Area, Building service Areas, and autdoor sales areas (as described and permitted in Section 4.7 of this Agreement) as the same lQay change from time to time as provided in this Agreement. ' 1.3 Conyers ion to Common Ar~. Subject to the rights of Owners under this Agreement, those portions of the Exclusive Building Area and Building Service Areas on the He Property and the Powell Property which are not from time to time used or cannot under the terms of this Agreement be used for buildings shall become part of' the Common 'Area for the uses permitted hereunder. An area converted to common' Area lIlay be converted back to Exclusive Building Area by its development as Exclusive 8uilding Area, if, at the time of conversion back to Exclusive Building 'Area, it does not violate any of, the terms of this Agreement'. AR'l'ICLE 2 -VSB 2.1 Prohibited Uses. The Owners recognize their respective customers' need for adequate parking facilities, in close proKimity to their premises and the importance of protecting such parking facilities against unreasonable or undue encroachment which is likely to result from long term parking by patrons or employees of certain types of busines& establishments. As a consequence thereof, the Owners covenant and agree that no part of the Powell property shall be devoted to the use or operation of a mortuary, theater, carnival, bowling alley, skating rink, alQusement center, elEctronic or mechanical games arcade, pool or billiard hall, betting parlor, bingo parlor or health club, and no part of the Shopping center shall be devoted to the use or operation of il -2- 175'/005:6117192:DII')16 o o - pornographic shcp, adult. book store, nightclub, or dance hall, or a tavern, cocktail lounge or any facility for the on-premises consumption of alcoholic beverages except as an incidental part of tile operation of a restaurant or other food-related establishment. Each OWner agrees to maintain on its own property parking of five stalls for each 1,000 square feet of Floor Area on such Owner's property, or the number of parking spaces required by applicable law, whichever is greater. "Floor Area" as used herein shall mean the total number of square feet of floor area in the bUilcHng, except that Floor Area of outside sales areas and of mezzanines and basements not open to customers and incidental to ground floor retail operations shall not be counted. The Floor Area of any building sl.all be measured from· the outside face of all exterior walls and the center line of party or common walls. During any period of rebuilding, repairing, replacement or reconstruction of a building, the Floor Area of that building shall be deemed to be the same as existed immediately prior to that period. 2.2 FUrther Restric~. Except for the He Property, no buUding of any size on Lot 1, and no building on Lots 4, 6 and 7 which has less .than twenty thousand (20,000) square feet of Floor Area, or any portion of a building which has been segregated for a particular user and which contains less than twenty thousand (20,000) square feet of Floor Area, shall be used for the PUrpose of selling bome improvement items, including without limitation lumber, hardware items, decor, fashion electrics, fashion plumbing, floor coverings, millwork, window coverings, plumbing supplies, electrical supplies, paint, wallpaper, siding, coiling fans, gardening supplies and patio furniture:· provided that the restrictions in this Section 2.2 shall not apply to·sales of such items .where such sales are incidental to other nonprohibited uses and the gross receipts to the user from such prohibited uses, individually or in the aggregate, do not exceed ten percent (10%) of the total gross receipts for all sales by such user on an annual basis. Each user's sales shall be calculated separately. Notwithstanding the foregoing, the restrictions in this section 2.2 shall not apply to (a) the following users: Best; Smith's Home Furnishings; Krause's; Office Club; Office Depot; PetSmart; Pacific Linen; Circuit City; Future Shop; Magnolia Hi-Fi: Pier 1, or (b) to .any other user which sells a product mix substantially similar to the product mix sold by any of the foregoing listed entities as of the date of this Agreement. 2.3 Permitted Uses. Subject to the terms of this Agreement,· typical shopping center retail, office and service uses shall be permitted, including without iimitation fast food restaurants (with drive-through windows) and banks or other financial institutions (with drive-through lanes). -3- 17'54/0OS:6/17/9l:011516 HCVA-II;r .... ' i I I ! '. ~ I N o [I. N o M CD o N 0') , o • ARTICLE 3 -BUILDINGB 3.1 Ipcation. Notwithstanding the general deplction on the site Plan attached as Exhibit B of building areas on some of the lots in the Shopping Center, no owner shall have any restrictions under this Agreement on where a building may be located on an Owner's property or where Common Area shall be, except for the following: (a) Any building on Lot 7 may only· be located within that portion of Lot 7 which is crosshatched and designated nLot 7. Building Area" on the Site Plan attached as Exhibit B. (b) Any building on Lot 3 must be more than twenty (20) feet from the north property lines of Lots 4 and 6 and twenty (20) feet from tho east property line of Lot 4. (c) Any buildinq on Lots 4 or 6 of the Powell property must be at least twenty (20) feet from the north property lines of Lots 4 and 6 and twenty (20) feet from the east property line of Lot 4. (d) The first buildings constructed for long-term use on each of Lots 2 and 3 must be located substantially to the west of the north-south drive aisle line deoignated as "Initial Building Area" on the Site Plan attached as IDroibit 8. He and Powell agree that after the first such buildings ··are so constructed, any replacement buildings or expansion of existing buildings Day be located anywhere on such LOts 2 and 3 so long as such buildings otherwise comply with any restrictions set forth in this Agreement. (e) Any building on Lot 1 must be located on the northerly half ,of Lot 1. (f) All improvements in the Shopping Center must comply with applicable governmental requirements. (g) The curb cuts and access areas on the north property lines of Lots 4 and 6 and the east property line of I,ot <\ as drawn on the site Plan attached as Exhibit n cannot be relocated, diminished or impaired. (h) No change can be made to the access driveway along the north property line of Lot 2 or the access driveway between Lots 4 and 6, all as drawn on the site Plan.attached as Exhibit B. (1) He shall at all times provide reasonable access from the driveway marked as "Access Driveway" at the north of Lot 2 to the access driveway between Lots 4 and 6 also marked "Access Driveway" as shown on the Site Plan attached as Exhibit Band generally in a north-south direction, provided such general north- -4'· 17541005:6117192:DII516 HtVA·Mr.".,' .; I I N o ~ N o M (,D o N a) o • south access.may be reasonably located upon any portion of the HC Property. 3.2 Fire Protection. Any building constructed on the Shopping center with B gross building area, including mezzanines and basements, of twenty thousand square feot (20,000) or more, must be constructed with an automatic sprinkler system for fire protection. All other buildings in the Shopping center must be constructed, maintained and used in a manner which will preserve the sprinklered insurance rate obtained on any building required to have an automatic sprinkler system. 3. 3 ~age or Destruction. In the event of any damage to or destruction of any building in the Shopping Center, the Owner of the parcel upon which such building is located, at its election, at its 601e cost and risk and with all due diligence, shall either (i) restora or replace such building, 81.1bject to the provisions of this Agreement, or (ii) raze and remove all parts of said damaged or destroyed building then remaining and the debris resulting therefrom and otherwiG6 clean and restore the Exclusive Building Area affected by such casualty to a level and clean condition; provided that all parking and access on such parcel shall be restored to its pre-casualty condition. ARTICLE 4 -COMHON AREA USE 4.1 Grant of Easements. Each Owner, as grantor, hereby grants solely to the other Owners only for the benefit of said other ·Owners and their respective tenants, and such owners' and tenants' customers, invitees and employees, a nonexclusive easement for roadways, walkways, ingress and egress, access, the parking of motor vehicles and use of facilities installed for the comfort and convenience of customers, invitees and employees on the Common Area of the He Property and the Powell Property, as more particularly located and described on the attached site Plan, as the same may change from time to time. The foregoing grant of easement is not effective as to any lot which is part of the Shopping Center until construction is commenced on such lot. 4 .2 Use. Subject to existing easements of record and the terns of this Agreement, the Common Area shall be \lsed for roadways, walkways, ingress and egress, access, parking of motor vehicles, loading and Unloading of cOlIIJQercial and other delivery vehicles, for driveway purposes, and for the comfort and convenience of customers, invitees and employees of all businesses and occ·upimts of the buildings constructed on the EKClusivo Building Area. No long-term parking, park-and-ride, or storage of motor vehicles is permitted. -5- 1 n4/005 :611719l :011) 16 .; " t I I o • 4.3 Access. (a) No Barriers. No walls, fences, or barriers of any kind shall be constructed or maintained on the COllllDon Area, or any portion thereof, by any party wb1.cb shal.l prevent or impair the use or exercise of Bny of the easements granted herein, o~ the froe access and movement, including without limitation, pedestrian and vehicular traffic between the HC Property and the POwell property; provided, however, reasonable traffic controls,· as may be necessary to guide and control the orderly flow of traffic, may be installed so long as access driveways to the parking areas in the common Area are not cloGed or blocked. The only exception to this provision shall be (i) for changes to the Exclusive Building Area and Common Area permitted by this Agreement, and (li) for incidental encroach- ments by an Owner upon the COmQon Area of an owner's property, or as provided in this Agreement, which may occur as a result of the use of the ladders, scaffolding, storefront barricades and similar facilities resulting in temporary obstruction of tho Common Area, all of which are permitted hereunder so long as their use is kept within reasonable requirements of construction work being expeditiously pursued by an Owner on its property, or as provided in this Agreement. (b) staging for Construction. Powell agrees that He llIay temporarily use Lot 1 for HC's staging during the initial construction of the building on Lot 2. HC agrees that Powell may temporarily use that portion of Lot 3 to the east of Lot 4 as crosshatched and designated as "Powell Staging Area" on the Site Plan attached as Exhibit 8 during the initial construction of the building on Lot 4 and the building on Lot 6. HC JDay reloCate the staging area for Lots 4 or I> of the Powell Property to a reasonable alternate location so long as such staging area Is of substantially the same size and is not Significantly more inconvenient to Powell than where the staging area was previously located. Any party using a staginq area (i) shall not obstruct any access lanes on the Common Area~ (ii) shall keep the staging area in a neat and clean condition during its use: (iii) shall leave the staginq area in a neat and clean condition at the end of its use; (iv) shall use the staging area only for the minimum aJDount of time necessary for construction: and (v) shall quit claim to the other party the bene! i tted party' s rights under this Section 4. J (b) when the construction is completed on the property for which the staging area is provided. 4 .• 4 Limitations on Use. (<1) customers. customers and invitees shall not be permitted to park on the Common Area except while shopping or transacting business in the Shopping Center. . -6- 1754/0lJ5 .6!17/0i.oIl51~ Ht\IA·Agt.ncl I I ~ il ;i ;j j: ~' I~ i , .... I N o ['- N o M tD o N c:n o • \ (b) Employees. Employees shall not be permitted to park on the Common Area, except in the Common Area on an Owner's property where the Owner has designated such as "employee parking". The Owners from time to time may mutually designate and approve "employee parking areas", however. if they do not, each OWner may formally or informally designate "employee parking areas" on its own parcel for use by such OWner's employees or the employees of such owner's tenants. Notwithstanding the foregoing, no employee parking for the HC Property Ghall be pe~mitted in the area which represents generally the row of parking immediately adjacent to the north property lines of Lots 4 and 6 or in the area which repre- sents generally the first four spaces of the six rows of parking immediately adjacent to the east property line of Lot 4, all crosshatched and designated as "No HC Employee Parking" on the Site Plan attached as Exhibit B. . (c) General. All of the uses permitted within the Common Area shall be used with reason and judgment so as not to interfere. with the primary purpose of the Common Area which is to provide for parking tor the customers, invitees and employees of those businesses conducted within the Exclusive Building Area and for the servicing and supplying of such businesses. Public telephones are permitted within the Common Area. (d) no Use Fee,. Persons using the Common Area in accordance with this Agreement; shall not be charged any fee for such use without the written consent of the OWners unless such fee shall be ordered by a governmental authority. If a governmental authority imposes a surcharge or regulatory fee on customer or employee parking or based on the number of parking spaces within the Shopping center or any other. similar fee or charge, then the Owners by mutual agreement shall use their best efforts to institute a uniform fee collection parking system for the Shopping Center. 4.5 utility and Service Easements. The Owoers shall cooperate in the granting of appropriate and proper easements for the installation, repair and replacement of storm drains, sewers, utilities and other proper services in the locations generally as set forth in the plans attached hereto as ~~ necessary for the orderly development and operation of the COlnl!lon Area and buildings to be erected upon the Exclusive Building Area. The Owners will use their best efforts to cause the installation of such utility and· service lines prior to any paving of the Common Area. Any Owner may relocate, at such O~mer' s sole cost and expense, such utility and service lines so long as there is Diriimal interruption in service to any other property in the Shopping center and there is the same or better utility service to the other property in the Shopping center after the relocation. 4.6 Signs. Except for directional signs for guidanc~ upon the Common Area, no signs shall be located on the Common Area on the He property or the Powell Property except signs advertising businesses -7- 1754/005:6/17/91:0115 16 HCVA-Agr.".1 .; ..•. .-.i . , ::: ·r i I I ~ I N o ~ N o C") CD o N en e f) o • conducted therecn. No signs shall obstruc:t the access, ingress and egress points shown on the Site Plan, as the same may be changed from time to time only in accordance vith the terms of this Agreement. All signs shall comply with any governmental regula- tions. Any pylon sign on the shopping center must be ot a' quality comparable to pylon signs typically used by national retail tenants. One siqD may be located on each of Lots 2 and 3 in the locations designated on the attached site Plan, as the sign locations may be changed from time to time by the Owner. of the lot upon which such sign is located. The Owner of the HC Property shall be responsible for the cost and maintenance of any s1gn on the HC Property. Lots l, 4 ,,",nd 6 may each have a sign in the locations designated on the site Plan attached as Exhibit B, aD the sign locations may be changed from time to time by the Owner of -the lot, upon which such sign is located, and the Owner of the property upon which the sign is located shall be responsible for the cost and maintenance of such sign. One sign may be located on Lot 7 in the location desiqnated on the attached Site Plan, which sign shall be constructed by He. such sign shall be divided into three equal blOCKS, one on top of' the other. Powell agrees that He may designate the ~sersfor the top two blocks' of the sign (which' users must have businesses conducted on Lots 2 or J). ·Powell may deSignate the user for the bottom block of the sign, which user must be a business conducted on Lot 7. HC shall pay two-thirds of the construction cost and maintenance for such sign on Lot 7. Powell shall pay one-third of the construction cost and maintenance of such sign. A party's share of the construction cost for the sign shall not be due, and such party's obligation to pay maintenance costs for the sign shall not commence until that party actually uses the allocated space on the sign. . . Except for He's use of the sign on Lot 7 as described in th'is' section 4.6, no Owner of any of the lots in the Shopping Center shall have the right to use any sign on any other lot in the Shopping Center, except with the consent of the Owner of such other lot, which consent Diay be withheld in such Owner's sale discretion. 4.7 outside Merchandising. Except as provided in this Agreement, the selling, displaying or merchandising of goods shall not be conducted upon the Common Area. Each Owner or Owner's tenants may use the sidewalk immediately adjacent to the Exclusive Building Area on sllch Owner's property to the extent allowed by law for the placement of shopping carts and for the display of lnerchandise being sold from the building on such property and for the sale of food and nonalcoholic beverages from outdoor vending carts, -8- 17H/OOS :61 I7I9Z: 0"01516 o • provided the pedestrian use of the sidewalk shall not be unreasonably impeded by any such use. Notwithstanding the foregoinq and so long as not prohibited by applicable law, any Owner shall have the right to conduct occasional sales or may sell Chri~tmas trees within the Common Area located upon sucb Owner's parcel, provided that such activities shall not be conducted witllin fifty (50) feet of the property line of any property owned by any Owner without the consent of such Owner, which consent may be withheld in such Owner's sole discretion, and such activities shall not interfere with the ingress and egress and traffic flow/drive areas of the Common Area as the same may change from time to time. ARTICLE 5 -COMMON AREA DEVELOPMENT 5.1 Deyelopment TimiDg. When any building is constructed on a _parcel, the Common Area on that parcel shall be developed at the expense of the Owner of said parcel. ARTICLE , -COKMON AREA MAINTENANCE 6.1 Ma intenance Standards. Following completion of the Common Area improvemonts on an Owner's property, that Owner, at its Bole cost and expense", shall maintain the Common Area on its parcel in first class condition and repair and in compliance with all applicable laws. without limiting the generality of the foregoing; the maintenance shall include the following: (i) Maintaining and repairing the surfaces in a level, smooth and evenly covered condition with" the type of surfacing material and striping originally installed or such substitute therefor as shall in all respects be equal in quality, use and durability; (ii) Removing all papers, debris, filth and refuse and washing " or thoroughly sweeping the area to the extent reasonably necessary to keep the area in a neat, clean and orderly condition, and free of snow and ice; (iii) Placing, keeping in repair and replacing any necessary appropriate directional signs, markers and lines; (iv) .oparating, keeping in repair and replacing when necessary, such artificial lighting facilities as shall be reasonably required; (v) Maintaining any perimeter walls in a 900d condition and state of repair; and (vi) Maintaining all landscaped areas and_ making such replacement of shrubs and other lqndscaping as is necessary. -9- fiCIIA·Agr.nol . :~ " ," .. ". .. ~~ ~ ... : .... : : ::- , ;~ . ;: ., i~ ... ~ ~i 'j '. ! N o l'-N o (OJ w o N (7) o .. 6.2 Maintenance by Agent. Subject to the revocable mutual agreement of the owners, a third party may be appointed as an agent of the Owners to maintain the Common Area in the manner as outlined in section 6.1. Said third party may receive a fee for such agency which fee is mutually acceptable to the owners to cover' supervision, management, accounting and simHar services and which tee is to be allocated among the O".mers based on their mutual agreement. ARTICLE 7 -XNDEKNXPlCATION, INSURANCE 7.1 Qlffler' B Indemnification. Each owner ("Indemnifying Owner") hereby agrees to defend, indemnity and hold harmless t..be other Owners and other Owner's tenants from and against all demands, claims, causes of action or judgments, and all expenses and reasonable attorneys' fees incurred!n investigating or reSisting the same, for bodily injury to person, loss of life or damage to property (i) occurring on the Indemnifying Owner's parcel, except to the extent caused by the negligence or willful act or omission in whole or in part of any other owner or the tenants of ,such other Owner or the employees, contractors or agents of such other Owner or tenants, or (ii) occurring on another Owner's parcel if caused by the negligence, willful act or omission of the Indemnifying owner or the tenants of the Indemnifying Owner or the employees, contractors or agents at such Indemnifying owner or tenants. To the extent the Indemnifying Owner is liable with another person or entity for any demand, claim, ~Duse of action or judgment, the foregoing indemnity shall only apply to the Indemnifying Owner's portion thereof. 7.2 Insurance. Each Owner shall obtain and maintain comprehensiv'e general liability insurance during the term of this AgreGlllent. The limits of liability of such insurance shall be not less than TWo Million Dollars ($2,000,000.00) combined single limit coverage for injury to person, loss of life and damage to property arising out of any single occurrence. The dollar limit set forth above shall be increased on the commencement of the sixth (6th) year after the date of this Agreement and at five (5) year intervals thereafter by agreement of the Owners who shall mutually agree by using commercially reasonable limits with reference to the limits of insurance for similar shopping centers in King County, Washington. He may self insure for its obligations under this section 7.2 provided that it maintains a net worth of at least $75,000,000 at all ximes during such self-insurance and provides any other owner with satisfactory evidence of such net worth within ten (10) calendar days of sllch owner's written request therefor. Upon request, each Owner shall provide the other Owners with n copy of a certificate of insurance evidencing such insurance. All Owners shall name each other as additional insureds on th~ir respective policies (including during any period of construction) and shall obtain contractual liability insurance for their indemnification -10- 1754/005:6t17/9Z:01t5 '6 ~C\IA-"gr .",,1 .w.. I I N o l' N o M U) o N 0') e· 0 o • obligations under this Agreement. No policies may be canceled without thirty (30) days notice to the other OWners, subject to any lesser period of time or other agreement by applicable insurance companies. ARTICLE 8 -REALTY TAXEB AND ASBEBOHENTB 9.1 Real Estate Taxes and Assessments. It is intended that all real estate taxes and assessments relating to any portion of the Shopping Center or improvements thereon, or ths ownership thereof, shall be paid prior to delinquency by the respective OWners thereot, including without limitation those taxes and assessments which arc levied against that part of the Common Area owned by each owner. . In the event any Owner fails at any time to pay before delinquency its taxes or assessments on any portion of its parcel or parcels, and which may become a lien on any of the Common Area, then except while the validit}' thereof is being contested by judicial or administrative proceedings, any other owner may pay such taxes and/or assessments together with interest, penalties and cost, and in any such event the defaulting Owner obligated to pay such taxes and/or assessments shall promptly reimburse such other OWner for all such taxes and/or assessments, interest, penalties, and cost and other charges and until such reimbursement has been made the amount thereof shall constitute a lien and charge on the defaulting owner's parcel, subj~ct and subordinate, however, to any bona fide mortgage 01: deed of trust made in good faith and for value then outstanding against said parcel. If allowed by the assessing agency, assessments may be paid in installments for the longest period permitted so long as no delinquency occurs. ARTICLE II -EMINENT DOMAIN· 9.1 ~.t..'.!!. Right to I\ward. Nothing herein shall be construed to give any Owner any interest in any award or payments made to another Owner in connection with any exercise of eminent domain or transfer in lieu thereof affecting said other Owner's parcel or construed to give the public or any government any rights in the Shopping Center. In the event of any exercise of eminent domain or transfer in lieu thereof of any part of the Common Area, the a~ard attributablo to the land and improvements of such portion of the common Area ~hall be payable only to the Owner in tee thereof and no claims thereon shall be made by the Owners of any other portion of the Common Area. . 9.2 Collateral Claims. All other Owners of the Common Area may file collateral claims with the condemning authority for their losses which are separate and apart from the value of the land area and improvements taken from another Owner. -11- 1754(005:6/17(92:0'01516 IICI/A-Agr.nc' ~,----<-=='"""""..,....."""""' .......... "'". ------- ;: ., • I I I I· N· o ~ N o ~ CD o N a') e o o • 9.3 ~storation of Common Areas. The owner of the fee of each portion of the Common Area so condemned shall promptly repair and restore the remaining portion of tho Common Area owned by it as ~early as practicable to the condition of the same immediately prior to such condemnation or transfer without contribution: ·from any othar owner. lUli'ICLB 10 -CANCELLATION, MODIFICATION, DU1UI.TXON 10.1 cancellation or Modification. This Agreement may be cancelled or modified only by the written aqreement of all owners of the Shopping center, which cancellation or modification agreement shall be recorded in the office of the County Recorder of the county in which the Shopping center is located. No Owner shall unreasonably witlmold or delay its conoent to a proposed modification'to this Agreement. without specifying or.ber reasonable grounds for withholding consent, an owner may withhold consent based on material adverse financial impacts to an owner's parcel in the Shopping Center as a result of the requested modification. 10.2 DUration. Unless otherwise canc;:elled and terminated as' permitted herein, this Aqreement shall, continue for sixty (60) years from the date of this Agreement and shall be renewed for an unlimited number of successive terms of ten (10) years, unless all Owners agree otherwise; however, all the easements granted in this Agreement shall continue in perpetuity. ARTICLE 11 -RELEABK FROM LIJ\lIILITY 11.1 Release from Liability. Any person or entity acquiring fee or leasehold title to any portion of, the Shopping center shall be bound by this Agreement only as to the parcel or portion thereof acquired by such person or entity. Such person or entity shall be bound by this Agreement only during the period such person or entity is the fee or leasehold owner of such parcel or portion' thereof, except'as to obligations, liabilities or responsibilities that accrue or are based on events which occur during said period. Al.though persons or entitles may be released under this section, the easements, covenants and restrictions in this Agreement shall continue'to be benefits and burdens upon the Shopping Center running with the land. ARTICLE 12 -DEFAULT 12.1 Default. In the event of default or threatened default under this Agreement, only the Owners sball be entitled to institute proceedings for full and adequate relief from the consequences of said default. }2.2 Remedies for Default. If ~.he Owner of any parcel, during the term of this Agreement defaults in the full, faithful and punctual -12- 1754/005:6/17f9Z:DII516 MCUA·Agr.nel I i I I 1 I I I I ·1 I I I I ~ . ,: • I I o • ~erformance of any obligation required hereunder and if u~on the expiration of thirty (30) days after written notice from any other Owner stating with particularity the nature and extent of such default, the defaulting Owner has failed to cure such default, and if a diligent effort is not then being made to cure such default, then any other Owner (nperforming Ownerp ), in addition to all other remedies it may have at law or in equity, shall have the right to perform such obligation of this Agreement on behalf of such defaulting Owner and to be reimbursed by such defaulting Owner within ten (10) business days of demand therefor for the cost thereof with interest at eighteen percent (18t) per annum on the maximum rate allowed by law. Any such claim for reimbursement, together with interest as aforesaid, Ghall be a secured right and a lien shall attach and take effect upon recordation of a proper claim of lien by the claimant in the office of the county Recorder of the county in which the Shopping center is located. The claim of lien shall include the following: (i) the name of the claimant: (ii) a statement concerning the basis of the claim of the lien: (iii) the last knciwn name and address of the Owner or reputed Owner of the parcel against which the lien is claimed; (iv) a description of the property against which the lien is claimed; (v) a description of ,the work performed or payment made which has given rise to the claim of lien hereunder and a statement itemi~ing the amount thereof: and (vi) a statement that the lien is claimed pursuant to the provision of the Agreement reciting the date, book and page of the recordation hereof. The claim of lien shall be duly verified, acknowledged and contain a certificate that a copy thereof has been served upon the Owner against whom the lien is claimed, either by personal service or by mailing to the defaulting Owner as provided in Article 13. The lien so claimed shall attach from the date of recordation solely in the amount claimed thereby and it may be enforced by suit, or under power of sale (which power is· hereby granted), jUdicial foreclosure or in any other manner allowed by law for the foreclosure of liens. A Performing Owner is hereby granted the right to enter upon the parcel of the defaultinq owne~ for the limited purpose of curing a default as provided under this Agreement. Any exercise of the power of sale or foreclosure shall be conducted in accordance with the laws of the state of Waohington applicable to tho exerciso of powers of sale in or foreclosures of mortgages and deeds of trust. If appropriate, a Performing Owner is hereby appointed the trustee for purposes of exercising such power of sale, with full right of substitution. Notwithstanding the foregoing, such liens shall be subordinate to any mortgage or deed of t .. -ust given in good faith and for value now or hereafter encumbering the property subjected· to the lien, which mortgage or deed of trust was recorded prior to the recording of the lien, and any purchaser at any foreclosure or trustee's sale (as well as any grantee by deed in lieu of foreclosure or trustee's sale) under any first mortgage or deed of trust shall take free and clear from any such then existing lien, but otherwise subject to -13- 11541005 :61 I7I9Z:DI616 --see d '4SiR,,,,.. -. I I I I I ,., N o l' N o M to o N C') ~ .. o • the provisions of this Agreement. The failure of tbe Owner or Owners of any of the parcels subject to this AgreeMent to insist in anyone or mora cases upon the strict performance of any.o£ the promises, covenants, conditions, restrictions or agreements herein, shall not .be construed as a waiver or relinquishment for the future breach of the provisions hereof. . 12.3 AttOrneys' Fees. In the event that 5uit is brought for the enforcement of this Agreement or as a result of any alleged default hereunder, the prevailing party or parties to such suit shall be entitled to be paid reasonable ~ttorneys' fees and costs by the non-prevailing party or parties, including those on appeal and any judgment or decree rendered shall include an award therefor. 12.4 Governing Law. This Agreelllsnt shall be governed Dnd enforced by, and construed in accordance with the laws of the state of. Washington. ARTICLE 13 -NOTICES 13.1 Notices. Notices made by the owners pursuant hereto may be served personally or' via overnight courier or may be served by depositing the same in the united states mail, postage prepaid, certified mail, return-receipt requested, addressed as follows: If to Powell: Powell-orillia Associates 737 Market street Kir~~and, WA·9S033 Attn: Peter H.'Powell With a copy to: Robert C. MacAulay Alston, courtnage, MacAulay & Proctor 1000 Second Ave., Ste. 3900 Seattle, WA 98104 If to He: c/o Waban Inc. 140 Orangefair Mall, suite 100 Fullerton, CA 92632 Attn: Vice President, Real Estate With a copy to: c/o Wab~n Inc. One Mercer Road Natick, HA 01760 Attn: Executive Vice President, Finance Notice shall be deemed given when served personally upon or delivered by overnight courier to a person of suitable age and discretion, or if ~ailed, three (3) days after deposited in the u.s. mail. -14- 1mJ005:6/17J~2:DII516 HM·.gr.ne1 - o o • The foregoing addresses may bl! changed by written notice given pursuant to the provisions of this Section. l\R'1'XCLB 14 -LENDER PROTECTIOn 14 • 1 Lender Protect ion. This Agreement and the rights , privileges, covenants, agroE:lDents and easements hereunder with respect to each Owner and all parcels, shall be Buperior and senior to any lien placed ~pon any parcel, including the lien of any mortgage or deed' of trust. Notwithstanding the foregoing, no breach hereof shall defeat, render invalid, diminish or impair the lien of any mortgage or deed of trust made in good faith and for value, but all of the covenants and restrictions, easements and conditions and other provisions, terms and conditions contained in this Agreement shall be binding upon and effective against any person or entity (including any mortgageo or beneficiary under a deed of trust) who acquires title to any parcel or any portion thereof by foreclosure, trustee's sale. deed in lieu of foreclosure or otherwise. ARTICLE 15 -GENERAL PROVISIONS 15.1 lLo Covenant to Operate. nothing either expressed or implied, contained in this Agreement shall obligate any Owner or any Owner's tenants to continuously operate any type of business on its parcel. 15.2 Running of Benefits and Servitudes, Rights of Successors. The easements, restrictions, benefits, and obligations hereunder shall create mutual benefits and burdens upon all the parcels of the Shopping Center running with the land. This Agreement shall bind and inure to the benefit of the parties hereto, their respective heirs, personal representatives, tenants, successors, and/or assigns. The singular number includes the plural and any gender includes all other genders., 15.3 Not a Public Dedication. Nothing hereln contained shall be deemed to be a gift or dedication of any portion of the COJll!llon Area to the general public or for the general public or for any public purposes whatsoever, it being the intention of the parties hereto that this Agreement shall be strictly limited to and for the purpose~ herein expressed. The right of the public or any person to make any use whatsoever of the CODllDon Area or the parcels herein affected, or any portion thereof (other than any use expressly allowed by a written or recorded map, agreement, deed or dedication) is by permission, and subject to the control of the Owners. Notwithstanding any other provisions herein to the contrary, the Owners by mutual agreement may periodically restrict ingress and egress from the Common Area in order to prevent a prescriptive easement from arising by reason of continued public use. Any restriction on ingress and egress shall be limited to the minimum period necessary to prevent the creation of a prescriptive -15·· lT5'/O?S;~/17/~2;0U51. KCIIA·AVr .... 1 I N o ~. N o M CD o N a> e .. o • easement and shall occur at such a time as to have a minimum effect on the operation of the Shopping Center. 15.4 Document Execution ~nd Change. It is understood and agreed that, until this document is fully executed and delivered by the authorized corporate officers of the parties hereto, there is not and shall not be an agreement of any kind between the parties hereto upon which any commitment, undertaking or obligation can be founded. It is further agreed that, once this document is fully executed and delivered, it contains the entire agreement between the partics hereto and that, in executing it, the partIes do not rely upon any statement, promise or representation not herein expressed and, elCcept as permi tted by section 10.1 of this Agreement, this document, once executed and delivered, shall not be modified, changed or altered in any respect except by a written document executed and delivered in the same manner as required f':)r this document. -. 15.5 No Joint venture. It is not intended by this Agreement to, and nothing contained in this Agreement shall, create any partnership, joint venture or other joint or equity type agreement between the Owners. 15.6 Reasonableness of Consent. Unless otherwise provided herein, whenever an Owner's agreement or approval is required under this Agreement, such Owner shall not unreasonably withhold or delay such agreement or approval. 15.7 Lot-1. Powell intends to develop Lots 1 and 7 in the future, although there are no current plans for such development. Other than the terms of this Agreement, no Owner -may place any restrictions on the development of Lot 7. Powell agrees to not commence the processing of any governmental entitlements for construction on Lot-I until the earlier of (a) that date upon which He has commenced construction of improvements on Lots 2 and 3; or (b) that date which is two (2) years from the date of this Agreement. Prior to any development of Lot 1, Powell will be rcquired to obtain applicable governmental approvals. Powell's development of Lot 1 shall be subject to site plan approval by the Owner of Lot 2, which approval will not be unreasonably .... ithheld or delayed. In connection with any development on Lot l, Powell agrees to not disrupt the traffic flow on Lot 2, not diminish any utility services provided to Lot 2 and not provide any off-site amenities to obtain approval for development on Lot 1. He agrees that in connection with any development on Lot 1, Powell may make curb cuts directly opposite and to match the curb cuts on Lot 2 which are directly opposite the Ilouth border of Lot 1, as designated on the attached site Plan and as the same may change from time to time, all such work at powell's sole cost and expense. 15.8 Counterparts. This Agreement may be signed in any number of counterparts, all of which toge:ther shall constitute one document. -16- 1754/005 :6/1119l:ol1S 16 HC\jA-Agr • .,.,1 I , ~ :~ I o • only the original counterpart signature and notary pages need be recorded with one copy of this Agreement. 15.9 No Consents. Except as provided in this Agreement, development on any property covered by this Agreement is not subject to any consent from or to HC or Powell. All development will be subject to satisfaction of applicable lot coverage, density, parking and other zoning and land use requirements of any governmental authority with jurisdiction. 15.10 wetlands. As part of the governmental approval for develop- ment of the He Property, the Owner of Lot 7 must provide and agrees to provide to the city of Renton one or more easements. for wetlands preservation of approximately 65 feet in width, or such greater area as required by the city of Renton for the development of the He Property as such development is currently approved by the 'city of Renton. Powell understands that the legal description for the wetlands preservation easement is as currently set forth in attached Exhibjt F. Such easement will be recorded separately. All costs associated with the maintenance of the wetlands preservation area on Lot 7, except real property taxes, shall be paid by Lots 2 and 3. The wetlands easement area shall be maintained to a standard designated by nc.· 15.11~. Powell, as Owner of Lot 7, hereby conveys and qu~ tclaims to the other owners in the Shopping center for the benefit of the shopping center a perpetual, non-exclusive easement for ingress and egress, and access over and across that portion of Lot 7 legally described in attached Exh.ibit E (flDriveway Easement property") ~ The costs to maintain the Driveway Easement Property shall be shared prorata by all the property in the Shopping center, provided that no lot is obligated to contribute to maintenance costs for the Driveway Easement Area until construction commences on such lot, and then only for such lot1s prorata share of mainte- nance costs thereafter. The prorata share shall be the percentage which the square footage of a lot .upon which construction has commenced bears to the total square footage of all lots in the Shopping Center upon which construction has commenced, except Lot 7/ which square footage shall be deemed to be 30,000, and Lot 1, for which the lot square footage shall be determined based on the buildable area of the lot, excluding property dedicated to wetlands preservation and similar to the method used by Powell to deternine the buildable area for Lot 7. The following square footaqes for lot size shall be used for purposes of this Section 15.10: -. 1754/005 :6/17192:DIIS 16 Lot 2' Lot 3 Lot 4 Lot 6 Lot 7 Lot Square Footage 445,313 586,312 35,000 35,000 30/000 -17- HCIIA-Aar.nol .. I e o o • \ .A HC shall maintain the Driveway Easement Area to a standard as designated by He in its reasonable discretion. If an Owner obligated to pOly a pro rata share of such maintenance costs fails to do so within ten (10) business days of written demand thorefor accompanied by substantiating invoices, then interest on the unpaid amount shall bear interest at eighteen percent (18%) per annum until paid and the other Owners shall have the rights and remedies provided in section 12 of this Agreement. IN WITNESS WHEREOF, the parti~s hereto have executed this Agreement. RCWA REALTY CORP., a .Washington corporation . By ________ ~-------------- Its ____________________ __ By __________________ __ Its ______________________ _ EXHIBITS A -Legal Description of HC Property B site Plan C Legal Description of Powell Property 0-utility Plan E -Driveway Easement Area F -Wetlands Preservation Easement Area -18- '75~/OO5 :~i1719Z :D1I516 IIt11A·Agr ..... l , III I N o {'a N o M c.o o N (7) STATE OF WASHlilGTON COUNTY OF ~ • • ss, On this ~ day of .11M\t.. , 1992, before me, a Notary Public in and for the state of Washington, duly commissioned and aworn, personally appeared Lloyd W. Powell and· Peter W. Powell, to me known to be the general partners of POWELL-ORILLIA ASSOCIATES, the partnorship nmmed in and which oxocuted the foregoing instrument; and they acknowledged to me that they signed the same as the free Clnd voluntary act and deed of said partnership for the 'uses and purposos thorein mentioned. I Qertify that I know or have satisfactory evidence that the persons appearing before ~e and making this acknowledqmont are the persons whose tr~c signatures appear on this document. WITNESS my hand and. official seal the day and year in this certificate above written, l?etM# b, ~I- NOTARY PUBLIC in and for ~s to of Washington, rosiding at ~ , . . My commission expires: hag; -19- 17S,/005:6/t7{VZ:0ll5t6 HtVA'Allr .nel ------~ ........ ---______ A_ ... ·" .. '"··""-··--·.-.·!""~-,.-.~·· ... N o l'-. N o CO) to o N al e • • • HC shill I maintain the Driveway Eaaement Area to a standard as designated by He in its reasonable discrotion. If an Owner obligated to pay a prorata ahara of such maintenance costs fails to do so within ten .(10) business days of written demand therefor accompanied by substantiating invoices, then interest on the unpaid amount shall bear inter9st at eighteen porcent (18%> per annum until paid and the other owners shall have the rights and remedies providod in Section 12 of this Agreement. . IN h"I'l'NESS WHEREOF, the parties hereto bave executed this Agre6lllent. POWELL-ORILLIA ASSOCIATES, a Washington general partnership By~ ________ ~~------__ Lloyd W. Powell General Partner By ______ ~~~~ __ ----___ Peter W. Powell General Partner l!iXHlBUI1· A -Legal Description of He Property 13 -site Plan C -Legal Description of Powell Property D -utility Plan E -Driveway Eas.ement Area F -wstlanda preservation Easement Area -18- ln4/0OS:6/17192:011516 HCVA·Apr .nol I N o ['- N o M tl} O. N en Culi'~mi~ STATE OF 'IASlIItfG'l'ON COUNTY OF OYd,,1\" o • - ss. On this 2.3 -0/ clay of June , 1992, before me, a Notal"), Public in and for the State of Washington, duly commissioned and sworn, personally appeared John F. l.AV'1 aRd .... to IDe known to be . the pY .... 5 i· cI-en+-' aAd , ~~~eet1v~, of RCWA RFALTY CORP., the corporatIon named In and which executed the foregoing instrument; and they acknowleclged to me that they sign~d the same as the free and VOluntary act and deed af said corporation for the uses and purposes therein mentioned. I certify that I know or havo satisfactory evidence that the persona appearing before me and making this acknowledgment are the persons whose true signatures appear on this document. WITNESS my hand and official seal the day and year in this certificate above writt:nJO~ j ~'-10,...;/ --.---:-:N::::O-::T:=-MtY-:ft:~P::U=B-=L=I-=c--'in-a-n-d-:-f-::-o-r-.~th:-:-e--:s:-:t-a-::t-e-O-:f:-'Jo-I~:-<-/ washihlJtSft, residing at </hlJl.,>.,;fl.., d-. My commission expires: (1~1"-";? @ OfFIClAlNOTNlYSEAL ~ ~~~ ORANGE COUNlY My t~,rm. Eq>fto SEP 10,19;5 -20- 115 4/00516/11/92 IDIIS 16 KC\IA-Agr .no\ e • \ o • .-..... -...... - He shall maintain the Driveway Easement AreB to a standard as designated by HC in its reasonable discretion. If an. Owner obligated to p~y a prorata share of such maintenance costs fails to do so within ten (10) business days of written demand therefor accompanied by substantiating invoicelJ, then interest on the unpaid amount sball bear interest at eighteen percent (1 B\) per annum until paid and the other owners shall have the rights <1nd remedJ.es provided in section 12 of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement. POWELL-ORILLIA ASSOCIATES, a washington general partnership By ____ ~ __ --~~--------Lloyd W. Powell General Pllrtner BY __ ~ ____ ~ __ ~ ______ ___ Peter W. Powell General Partner BXJJll1n'B RCWA REALTY CORi'., a Washington corporation By ______________________ _ Its ____ ~~~~~~ __ ~~ ___ Its 'Ale !In!riI!Ipnr ""''''''''''; A -Legal Description of HC property B -sitePlan C -Legal Description of Powell Property D -utility Plan E -Driveway Easement Area F -Wetlands Preservation Easement Area -18- lr.;"OOS :6/11192:011516 , •• _ ......... ____ .. ______ •• OA ••••• ' " •• __ '0'_'_. .. , 1 I I. I I • . \ ~",w.1~~ ~ OF H.l\.SHlffCTON ) ) ss. COUNTY OF ~ ) On this U--rt" day of k t 1992, before me, a Notary Public in and for the State ~bington. duly commissioned and sworn, personally appe~d!~~~ . , to me known to be the ~~~ ~ , '\ respectively, of HtwA REALTY CORP., the corporation nGod In and which executed the foregoing instrument; and they acknowled;ed to me that they signed the same as the free and voluntary act and deed of said corporation for the uses and purpones therein mentioned. I certify that I know or have satisfactory evidence that the persons appearing before me and making this acblowledqment are the persons whose true signatures appear on this dccument. WITNESS my hand Dnd official .soal the day and year in this certificate above written. hz'fU~..:/.A£~~· £(t ...... ~ NOTARWPuBLIC i~he St;ate of ~!2"~, residing at _____ _ MycomiilISiiton expires ! _______ _ MARY T. SLATTERV NolI!ryPublic . r'" M»,COmmlll8lon ExpIroa March 12, 1993 : ,' ... .... -20- 115'/005:6/17/92:011516 NCIIA·Agr.ntl i ., ____ ---.--..... _____ ... __ ... _ .... " ...... __ ... 1 I N o ~ o M CD o N CJ) , -0 • o ... RXlIlBIT "A" LOIS 2 lind 3. BURLIHGTOH NOIlTIIERN, A BINDING SITE PLAN, ACCORDING TO CITY OP IIENTON IIINDING SITS PLAN RBCORDBD JURE 1m 1992, IN VOLUME 1(,,/ OF ?LATS, PAGES y-/I , AS KING COUHTY RECORDING NO. 9¥'4J(}2tr;~ --,.-------------------.-------------._---_ .. I -' I: I N o l'" N o [") r.D o N al I i ; I I'" ,. I I i I I i i I I I I I i I I , i I i ;,. :jl ~! I I e e ::·'tV'f'··· .", .. '~'n'§S$¥1if '," .... "_ _f.u_ ~-= =: ----;'} ...... --. :==-~: =~...: :--- SITIE ~LAN U"g..:JO'-O" ---.• -... _ ... ..... ~.-_ . I =~ .-. ~,.,.,--- -.-~ .. . --_ ... , .-__ .... , -~-_. ::::-..: :=-- tOT A PM' <·:p:ff-i.·.··. (j) -1'-'-_._._._._._._._._._._._._._._._._._._._._._. __ ._._.-._._._._.-._._._._._._.--._.- If ~ f S.W. 41ST STREET ~!.!~:,~~~ 1.1 EXHlPlIT e r, , > < , ~i -~ -. -~ ~ ~ .-! -~ ~I il l I '+z-'", ~ N o M CD o N (7) I i I I i ::.-::.._ iii §:: ~i ~_ _.---. --. :, ...... -______ to -----... -~ -. ==-...:: :--- .. ---... '_ ... -,--'--. .-- -._ . .. , .., :, ....... ------.... ----. .. --_ . ...... ,--._ .. ----...... , /.Of APMt S.W. 41ST STREET '::: -",' I I N o l' N o C"'J CD o N (J') I I" 'I' son PlAN lOa "}I()r -Oil .~.. .. .. --___ ... r "'-'" I :~_ ;' ••••• __ ==--~.i._ o : ·fiff·i.···· > ~ < ., .... ~: < : ::: ii (-i; !~ = .';, '. N o l'" N o M CD o N C7l , • l!XIliBIT ··C" Loto 1,4,6 aDd 7 IlUBLIlfGtON HOanIBRH, A BINDING SITE PI.AIf. ACCORDING to CITY 01' IIERTOH BlHDlHC SITE PLAN RECORDED.JU!II! '30 ,1992, IN VOJ.lllIB. Ie. , OF PLATS, PACES 1C -II , AS KING COUNTY RECOIUDNG NO. Q211(,.P U76 ' ----------------_______ '"' .. ":'" ..... --...... ~ .•.. , • .,,._-.-,..·····_·7-····· .• ·· I I 11 I < I N o ~. N o C') CD o N (1) e Q I] ___ ....... _ ... -;l;><.;rO~~A~_ru:_ •• ___ ---jffi-~-H;-.. -_""-w-~ -_--.-._-~-·.,'-=-/-~--=----rl . rn ... . ~ I z I > I ;0 ~ J 5? .~ o jW ~ ~ : I V' -------1: I I -I I -...I ;. --j I I I· o I !. -.~'-r.--. ...-.,.1 I· ---t:==--==----' __ . ~ Qj. :1:+, g .. T =-------------------=p.~""~-,,~--------- I N 0 ~ N -0 0 :0 M m tD I- 0 ~. N Z U'll » ;0 I -< G) :0 "J» I bO I qZ j 6G) i :!1l' \ c -l I F i. =t ! -< I 1 » I lJ1 e o § ~ " ~ Ii r ..... ~H\&rr 12 ... " I I I I \ 1 , \. ~ \ I I . I " ,. f· :, i ; ~ ./ . :~~: I I • - eUSH~ ROED Be HITCHINGS. INC, ACCESS EASEMENT DESCRIPTION THAT PORTION (IF LOT 7 Of BURLItlGTON NORTHERN, ACCORDING TO THE BINDING SITE PLAN THEREOF RECORDED Itl VOLUHE 4L-. OF BINDING SITE PLANS, PAGES ~ THROUGH ~_, RECORDS OF ~ING COUNTY, WASHINGTON, LYING WITHIN A STRIP OF LAND JO.OO FEET IN WIDTH, HAVING 15.00 FEET OF SUCH IHDTH ON EACH SIDE or AN EASEN£NT CEN- TERLINE DESCRIBED AS FOLLOHS: COMMENCING AT TilE SOUTHEAST CORNER or SAID LOT 7 j THENCE NORTH OP50'09" EAs'r 1B.00 FEET ALONG THE EAST LINE 'l'HEREOF TO THE TRUE POINT OF BEGINNING OF SAID EASEMENT CEtlTERLINE AND THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO 'l'HE tIOR'l'HEAST HAVING A RADIUS OF 120.00 FEET (A RADIAL LINE THROUGH SAID BEGIHIHNG BEARS SOUTH 00~54 '35" :.JEST) j THENCE ALONG STIID CENTERLINE THE FOLLOWING THREE COURSES: THENCE \-IESTERL,Y AND NORTHWESTERLY 109. J) FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 52 "12 ' 09"; THENCE NORTH J 6" 5 J ' 17" WEST 173.08 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST HAVING A RADIUS OF 120.00 FEET; THENCE NORTHI'IESTERLY lIND WESTEPLY 83.40 FEET AWIIG SAID CURVE THROUGH A CENTRAL ANGLE OF 39°49'13" TO THE WESTERLY LINE OF SAID LOT 7 AND TilE TERMIKUs OF SAID EASEMENT CENTERLINE, AND FROl1 SAID TERlnNUS SAID POINT OF BEGIN- NING BEARS SOUTH 49"02'54" EAST, 352:66 FEET DISTANT. TOGETHER WITH THAT PORTION OF SAID LOT 7 DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTHERLY MARGIN OF THE STRIP DESCRIBED ABOVE AND SAID WESTERLY LINE OF LOT 7, SAID POINT OF BEGINNING BEING THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 204J.79'FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS SOUTH 83006'18" EAST); THENCE NoRTHERLY 25.85 FEET ALONG SAID CURVE AND WESTERLY LItlE AS SHO\.N ON SURVEY RECORDEU 1N VOLUME BO OF SURVEYS PAGE 156, RECOHDS OF SAID KING COUNTY, THROUGH A CENTRAL ANGLE Of 00"43'29"; THENCE SOUTH 83°49'47" EAST B.BO FEET ALOIIG A LINE RADIAl. TO THE PRECi:DING CURVE 1'0 1'tlE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE NORTHEAST HAVItIG A RADIUS OF 35.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING £lEARS NORTH 82 °50 '29" \1EST); THENCE SOUTHERLY AND SOUTHEJI.STERLY 1\).16 FEET I\LONG SAID CURVE THROUGH A CENTRAL ANGLE OF 70°:;9' U2" TO SAID NORTHER!,Y MARGIN OF THE STRIP DESCRIBED ABOVE AND A POINT OF CUSP WITH A CURVE CONCAVE TO THE SOUTH HAVING-A Rl,DLUS vi' lJ5 .• 00 FEE:T (A RADIAL LINE, THROUGH, SlIlD POINT OF CUSP bEARS NORTII 26°JO'29" EAST); 'rIlEtlCE \~ESTERLY )2.76 FEET 'ALONG SI\IO CUIlVE AND I!OR'J'HERLY ~IARGIN THROUGII A CENTRAL ANGLE OF lJ054'21" TO THE POINT OF BECItINING; 1/2 rev ..... 0fN liXiN4 -. I N o ['0 (II o M c..? o N O'l e G o • BUSH, ROED Be HITCHINGS, INC. ALSO TOGETHER InTH THAT PORTION OF SAID Lo'r 7 DESCRIBED AS FOI,- LOWS: BEGINNING AT THE INTERSECTION OF THE SOUTIl\~ESTERLY MARGIN OF THE STRIP DESCRIBED ABOVE AND SAID WESTERLY LINE OF LOT 7, SAID POINT OF BEGINNING BEING THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH- WEST HAVING A RADIUS OF 105.00 FEET (A RADIAL LINE THROUGH SAID BEGINNING BEARS NORTH 14·07' 06" EAST); THENCE EASTERLY AND SOUTH- EASTERLY 71.46 FEET ALONG SAID CURVE AND SOUTHWESTERLY MARGIN THROUGH A CENTRAL ANGLE OF3soS9'::n" TO A POINT OF TANGENCY ON SAID SOUTHliESTERrN MARGIN AND A POINT OF CUSP IUTH A CURVE CON- CAVE TO THE SOUTHWEST HAVING A RADIUS OF 35.19 FEET (~. RADIAL LINE 'l'HROUGH SAID POINT OF CUSP BEARS NORTH 530 06'43" EAST); THENCE NORTHI.ESTERLY, liESTERLY, SOUTHI~ESTERLY AND SOUTHERLY 80.63 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 131°16'32" TO THE EASTERLY PROLONGATION OF A RADIAL LINE TO SAID WESTERLY LINE OF LOT 7 WHICH BEARS SOUTH 80°46'54" EAST; THENCE NORTH 800 46'54" WEST 3. GO FEET TO SAID WES'rERLY LINE OF LOT 7 AND THE BEGINNING OF A NON-TANGENT CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 2043.79 FEET; THENCE NORTHERL~ 52.70.FEET ALONG SAID CURVE ~~D \~ESTERLY LINE 0 F LOT 7 AS SHOWN ON SURVEY RECORDED IN VOLUME 80 OF SURVEYS, PAGE 156, THROUGH A CENTRAL ANGLE OF 01"2B'39" TO THE POINT OF BEGINNING. THE SIDELINES OF THIS EASEI1ENT SHALL BE SO SHORTENED OR LENGTH- ENED SO AS TO TEIUIINATE IN SAID EhST LINE AND SAID WESTERLY LINE OF LOT 7. SITUATE IN 'I'H E CITY OF RENTON, KING COUNTY, NASHINGTON THE PARCEL DESCRIBED ABOVE CONTAINS 12,372 SQUARE FEET (0.28 ACRES), 110RE OR LESS. 2/2 POI'IELL DEVELOPloJENT BURLINGTON NORTHERN BSP IHLLIAM 1\. HICKOX, P.L.S. BRIi JOB NO. 91407,08/SUR54B JUNE 23, 1992 REVISED JUNE 26, 1992 '. " :: , ,; f. , I r I i I • • • aUSH. ROEO 8: HITCHINGS. INC. EXHIBIT F SOUTH WETLAND DESCRIPTION THAT PORTION OF LOT 7 OF BURLINGTON NORTHERN, ACCORDING TO THE BINDING SITE PLAN TH~REOF RECORDED IN VOLUME ~ OF BINDING SITE PLANS, PAGES C:--/J _, RECORDS or KING COO~ WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE CORNER COMMON TO SAID LOT 7 AND LOTS 2 AND 3 OF SAID BINDING SITE PLAN; THENCE NORTH 88°09'51" WEST 75.00 FEET; THENCE SOUTH 01°50'09' WEST 383.62 FEET; THENCE SOUTH 55026'54" EAST 3.99 FEET TO SAID EhST LINE OF LOT 7; THENCE ALONG SAID EAST LINE THE FOLLOWING TWO COURSES: THENCE NORTH 28°33'51" EAST 159.29; THENCE NORTH 01°50'09" EAST 243.51 FEET TO THE POINT OF BEGINNING_ SITUM'E IN THE CITY OF RENTOU, KItIG COUNTY I WASHINGTON. THE PARCEL DESCRIBED ABOVE CONTAINS 23,833 SQUARE FEET (0.55 ACRES), MORE OR LESS. POWELL DEVELOPMENT BURLINGTON NORTHERN BSP WILLIAM A. HICICOX, P.L.S. JUNE 2, 1992 91407.08/SUR54B I .J e • No Scale { I SOUTH WETLAND' SKETCH POWELl DEVElOPMEl'il BtJUlGTON NORll-ERN BtIlING SlTE~ ~BV; BUSH, ROEO & HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS SEATl\..E. WASHINGTOH nl· .. ,t. JOB NO. 91407.06 6-8-92 eLC WAH i ~ I • • • BUSH, ROED 8c HITCHINGS, INC. EXHIBIT F NORTll WETLANO DESCRIPTION THAT PORTION OF LOT 7 OF BURLINGTON NORTHERN, ACCORDING TO THE BINDING SITE PLAN THeREOF RECORDED IN VOLUME ~ OF DIN DING SITE PLANS, PAGES 8--1t ,RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING Nt THE CORNER COMMON TO SAID LOT 7 AND LO'l'S 2 AND 3 OF SAID BINDING SITE PLAN; THENCE NORTH 680 09'51" WEST 70.00 FEETi THENCE NORTH 01°50'09" EAST 472.61 FEET TO THE NORTH LINE OF SAIl) LOT 7; THENCE SOUTH 87°50'47" EAST 70.00 FEET ALONG SAID NORTH LINE TO THE EAST LINE OF SAID LOT 7; THENCE SOUTH OPSO' 09" WEST 472.42 FEET ALONG SAID EAST LINE TO THE POINT or BEGINNING. SITUATE IN THE CITY OF RENTON, KINGCOUtlTY, WASHINGTON. THE PARCEL DESCRIBED ABOVE CONTAINS 33,063 SQUARE FEET (0.76 ACRES), MORE OR LESS. POWELL DEVELOPMENT BURLINGTON NORTHERN BSP WILLIAM A. HICKOX, P.L.S. JUNE 2, 1992 91407.08/SUR54B ~~_~ __ ""''''''''''''''·2' __ ~ ______________ .u,,,,,,,u,,,,--.~·,,-,,,,, .• ,,·._ •. ,·.·.·'\.r-\~~~,-·,,·.I·.··"···- / I .40' , • I ~ I e , . I , e N /rC\"~ \ .... , \-..•.. \ \ ... ' \ \ { .... (;;1. .• (.,1 ( h ..... 1 ... t··l·', -\ \ ... ' ~'" i·' I oj I / / / / I I I I I ) . ~-"; \ ....... \J ·· .. f I P. 0. 8. i r.:.J'~\ nl,' r ", H 88·09'51" W No Scale NORTH WETLAND ·SKETCH POWB.l DEVROPMENT BIR.NGTON NORnt:RN BI.I)ING SITE PLAN ~BY: BUSH, RDED ~ HITCHINGS, INC. CIVIL ENGINEERS & LAND SURVEYORS SEArnE,WASHIH010H . Jll-&'" .. JOO NO.91407.oo 6-8-92 CLC WAIl I I FIRST AKBBDMENT TO RECIPROCAL EASEMENT AGREEMENT • This Amendment is made and entered into by and among HCWA Realty Corp., a Washington corporation ("8&"), Powell- Orillia Associates, a Washington general partnership ("Powell"), Eastgate Theatre; Inc., an Oregon corporation ("Eastgate"), Peter W. Powell ("P. Powell") and Lloyd W. Powell ("L. Powell"). RECITALS HC and Powell previously have entered into a Reciprocal Easement Agreement with Covenants, Conditions and Restrictions dated June 30, 1992, and recorded in the Official Records of King County, Washington, under Fee No. 9206302702 (the "Agreement"). Powell subsequently conveyed Lot 1 (defined in the Agreement) to P. Powell and L. Powell who own Lot 1 as equal tenants in common. contemporaneously with the execution of this Amendment, Eastgate is acquiring Lot 3 (defined in the Agreement as modified by the lot line adjustment mentioned below) from HC. In conjunction with that acquisition, the parties hereto (singly, an "owner", and collectively, the "owners") desire to clarify and restate certain provisions of the Agreement. AGREEKElifT Therefore, in consideration of the premises and other valuable consideration, the sufficiency of which is hereby acknowledged, the OWners agree as follows (unless otherwise indicated, all capitalized terms used herein shall have the same meanings as are attributed to them in the Agreement): 1. Each of the OWners warrants and represents to the other OWners that the warranting owner owns fee title to the portion of the Shopping Center listed below and that the warranting owner has not created, assumed, .or acquiesced to any indebtedness secured by liens encumbering the portion of the Shopping Center owned by such OWner: 01RfER Lot L. Powell and P. Powell Lot 1 HC Lot 2 Eastgate Lot 3. Powell Lots 4, 6 and 7 The Owners also acknowledge and agree that the common boundary between Lot 2 and Lot 3 has been modified by Lot line adjustment reflected in Lot Line Adjustment Map recorded in the Official Records of ~ing County~ Washington, under Fee No. 9511299006. , !i s, ~ / ~t '"" ~ i ~ ~ W Ii ~ ~ ~ 8 1 -FIRSTAMD~DMENT TO RECIPROCAL EASEMENT AGREEMENT rI!.Ef> FOR R!':CORO AT REQUESfOF TIV\.'iSAMERlCA 1TTlF I~SIlIlAl\!rF ·CO (SWWI16oriiJilil3J9{iMAW~7f . 3:.'11 1I1iITH AVE. SE f~ O. BOX 149J 8EU~\'l'E. \VA 9!!W) I 2. The third sentence of section 2.1 of the Agreement is deleted and the following substituted in lieu thereof: The OWner of each Lot agrees to construct and maintain parking on its Lot to serve the improvements erected from time to time on such Lot equal to the greater of (i) the number of parking spaces required by applicable law at the time that building permits are issued for the improvements to be constructed, or (ii) the following ratio: L2! parking: Ratio Lots 1, 2 , 3 4.1 stalls for each 1,000 square feet of Floor Area Lots 4, 6 , 7 5.0 stalls for each 1,000 square feet of Floor Area Notwithstanding the foregoing parking requirements, if any portion of Lot 3 is developed for the purpose of operating a cinema, then such portion of Lot 3 shall be served by parking stalls equal to the greater of (x) the. number of parking stalls required by applicable law with respect to theatre use at the time that building permits are issued for the improvements to be constructed, or (y) one (1) parking stall for every four (4) seats in the movie theatres erected on Lot 3; provided, however, that if applicable law permits less intense parking for cinema use (i.e., one (1) parking stall is allowed to serve more than four (4) seats in a cinema) after January 1, 2006, then the parking within such portion of Lot 3 that is used for the operation of a cinema may be reduced to the level permitted by applicable law so long as such reduction in parking does not materially and adversely affect the parking within,· or use of, Lots 4 and 6. 3. section 3.1(d) is amended by adding the following sentences thereto: 2 - Notwithstanding anything to the contrary contained herein, the Owners acknowledge and agree that Lot 3 may include development of up to three (3) outlot pads (the "Lot 3 Pads"), each containing up to 6,000 square feet of Floor Area, and such Lot 3 Pads may be situated anywhere within Lot 3 as the Owner thereof may designate from time to time so long as the same do not (i) encroach upon the building setback lines created by section 3.1(b) of the Agreement, and (ii) lie west of the north-south line dividing the portion of Lot 3 which is currently zoned FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI 100'1251 I OJJ981MAM!634027. 7) I J I . ;. 1 • I commercial arterial from the portion zoned medium industrial, such line being situated approximately 140 feet west of the west right-of-way line of East Valley Highway and coinciding with the eastern boundary of Lot 4; provided, however, that such east-west limitation regarding the location of the Lot 3 Pads (x) shall not be applicable if Eastgate is precluded from constructing a cinema on Lot 3 and opening the same for business, and (y) shall not apply to any Pad lying south of a line coinciding with the northerly boundary of Lot 4. The Exclusive Building Area for Lot 3 shall be deemed to include the Lot 3 Pads. One of the Lot 3 Pads currently is expected to be developed in the portion of Lot 3 that lies near the intersection of Southwest 41st Street and East Valley Highway (the "South Pad"). If a cinema is erected on Lot 3 by Eastgate and opened for business, then Eastgate agrees, solely for the benefit of the Owner of Lot 4, not to erect any improvements on the South Pad prior to January 1, 1999, other than such improvements as may be necessary to use the South Pad area for parking purposes; this covenant of Eastgate is solely for the benefit of Lot 4 and may be enforced only by the OWner of Lot 4. 4. Section 4.1 of the Agreement is hereby deleted and the following substituted in lieu thereof: 4~1 Grant of Easements. Subject to the provisions of Section 15.13, each Owner, as grantor, hereby grants to the other Owners, for the benefit of said other Owners and their respective tenants and such Owners' and tenants' customers, invitees and employees, a nonexclusive easement to use, for the purposes of obtaining access to and from the Shopping Center, the roadways and walkways situated in the Common Area and any facilities which may be erected in the Common Area for the general use of customers of the Shopping Center (such as mass· transit shelters), alIas more particularly located and described on the attached site Plan, as the same may change from time to time. The foregoing grants of easements are not effective as to any Lot which is part of the Shopping Center until construction is commenced on scch Lot. 3 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/W12S/I03398/MAW6J4027.7) • I , I ! The effect of this amendment of section 4.1 is to eliminate the cross-parking easements formerly contained therein which created cross-parking easements among all Lots in the Shopping Center. The Owners acknowledge and agree that the parking areas contained within their respective Lots shall be sufficient to service all parking needs of the improvements to be constructed therein and that they do not require parking easements over the-Lots of the other owners. To give effect to the foregoing, each Owner hereby quitclaims to the other OWners the parking easements which were created by section 4.1 of the Agreement. Each Owner agrees to execute such additional documents and to give such further assurances as may be necessary to pro~erly document the agreements of the OWners set forth herein from time to time. The OWners agree to use their reasonable efforts to prevent their respective tenants and customers, and ~he customers of their respective tenants, from using the parking facilities serving' another Lot. 5. The second and third sentences of Section4.3(b} of the Agreement are deleted and the following substituted in lieu thereof: Eastgate agrees that Powell may temporarily use a portion of Lot 3 situated to the east of Lot 4 (out of and a,part of the area cross-hatched and designated as the "Powell Staging Area" on the site Plan ~ttached as Exhibit Bto the Agreement} during the initial construction of the .buildingon Lot 4 and the building on Lot 6, provided that: (i) Eastgate has not constructed or commenced the construction of building improvements on the Lot 3 Pad situated in the Powell Staging Area at the time that Powell requests use of the Powell stagir.gArea for the purposes permitted herein; (ii) the other Lot (Lot 4 or 6, as the case may be) previously has been developed to the end that it is not available to serve as a staging area (each of Lots 4 and 6 to serve as staging areas for the other Lot until they are developed); (iii) the portion of th~ Powell Staging Area to be used is no more than 10,000 square feet in size and is bounded on the west, south and east by the west, south and east boundaries of the Powell Staging Area; (iv) Powell obtains all permits required to be obtained from . applicable governmental·authorities to allow it to use the designated staging area; and _ (v) Powell holds Eastgate harmless from all claims, causes of action and liabilities. which may be asserted against Eastgate by reason of Powell's use of the staging area. 4 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWl/l1092}/IOJl98/MAMl6J4Q21.1) I ! 1 I ... -; ; I . . . 6. The fourth paragraph of section 4.6 is deleted and the following substituted in lieu thereof: One sign may be located on Lot 7 in the location designated on the attached site Plan. Such sign shall be divided into three equal blocks, one on top of the other. Any of the OWners of Lots 2, 3 or 7 initially may elect to construct such sign at the sole expense of the Owner electing to initiate such construction. The OWners who do not undertake the initial construction of such sign (Powell, HC or Eastgate, as the case may be) shall be entitled to use one of the sign blocks to advertise their respective businesses by reimbursing the constructing OWner for one-third of the cost ·of construction of the sign. The constructing OWner shall have sole control and use of each sign block until such time as an Owner entitled to use a sign block elects to contribute its one-third share of construction costs and use the sign block allocated to it. If HC elects to participate in the use of such sign, HC shall be entitled to use the top block of such sign to advertise its business on Lot 2; if Eastgate elects to participate in the use of such sign, then Eastgate shall be entitled to use the middle block to advertise its business on Lot 3; and if Powell elects to participate in the use of the sign, then Powell shall be entitled to use the bottom block of the sign to advertise its businesses on Lot 7. The OWners participating in the use of the sign shall be obligated to share in the cost of maintaining the sign in proportion· to the number of sign blocks utilized by them. An Owner shall have no obligation to pay any construction or maintenance costs with respect to such sign unless and until such Owner elects t~ use the space on the sign allocated to it. No businesses may be advertised on such sign other than the businesses conducted on Lots 2, 3 and 7. 7. section 13.1 is amended by changing HC's address to: HomeBase, 3345 Michelson, Irvine, California 92715, Attn: Vice President Real Estate; and adding thereto Eastgate's address: 919 SW Taylor, suite 900, Portland~ Oregon 97205. 8. section 15.10 of the Agreement is deleted and the following substituted in lieu thereof: 5 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/OO92SIII)J}98/MAMl634i1Z1.7) • • I 1 I I ! 1 • 15.10 Wetlands. Ca) Easement Grants. Subject to the reservation set forth in . Section IS.l0Cb), Powell hereby grants to HC a perpetual easement appurtenant to Lot 2 (the "HC Easement") over and across the portion of Lot 7 described in Exhibit "A" attached hereto. Subject to the reservation set forth in Section IS.10Cb), Powell also· grants and ~onveys to Eastgate a perpetual easement appurtenant to Lot 3 (the "Eastgate Easement") over and across the portion of Lot 7 described in Exhibit "B" attached hereto. Subject to the reservation set forth in section IS.lOCb), Eastgate hereby grants to Powell a perpetual easement appurtenant to Lots 4 and 6 (the "Pc'",ell Easement") over and across the portion of Lot 3 described in Exhibit tIC" attached hereto. The HC, Eastgate and Powell Easements (the "Easements") may be used by the Owners of the Lots benefitted thereby (Lots 2, 3, 4 and 6, respectively) to provide wetlands mitigation, storm drainage and storm water retention to serve Lots 2, 3, 4 and 6, respectively, in compliance with the requirements of the City of Renton and any other governmental authorities with jurisdiction over the development and use of Lots 2, 3, 4 and 6. The improvements which have been erected or may be erected by such grantees in, on and under the land encumbered by the Easements (~he "Easement Areas") may include (without limitation) bioswales, retention ponds, filtration systems, storm sewers, storm drains, and similar facilities. The HC Easement shall be appurtenant to and for the benefit of Lot 2 and.shall run with title to Lot 2, regardless of whether any subsequent instruments of conveyance covering Lot 2 specifically identify the HC Easement therein. The Eastgate Easement shall be appurtenant to and for the benefit of Lot 3 and shall run with title to Lot 3, regardless of whether any instrument of conveyance covering Lot 3 specifically identifies the Eastgate Easement. The Powell Easement shall be appurtenant to and for the benefit of Lots 4 and 6 and shall run with title to Lots 4 and 6, regardless of whether any instrument of conveyance covering Lot 4 or Lot 6 specifically identifies the Powell Easement. The respective grantees of the Easements (the "Grantees") shall be responsible fo: maintaining any drainage, i-FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/OO92SII03398/MAMl634027.71 - I , } , f I I j 1 I retention and other wetlands facilities constructed thereon to the standards designated by the Lity of Renton. The grantors of the Easements (the "Grantors") may not undertake any use of the Easement Areas which would inhibit or interfere w~th the uses permitted to be undertaken thernon by the Grantees. The Grantors and subsequent owners of fee title to the land encumbered by the Easements shall be and remain liable for payment of all real property taxes levied against the land encumbered by the Easements; provided, however, that any Owner benefitted by an Easement may pay such taxes for the account of any Grantor or its successors who fail to pay the same. Powell, HC and Eastgate agree to execute such additional documents and to give such further assurances as may be necessary to properly document the creation of the Easements to facilitate the development of Lots 2, 3, 4 and 6 as contemplated herein. (b) Easement Reservations. Eastgate reserves the right to use the portion of the Easement Areas situated in Lot 3 in common with the Owners of Lots 4 and 6 to provide wetlands mitigation, storm drainage and storm w~ter retention facilities to serve Lot 3 and any improvements .which may be constructed on Lot 3 from time to time. Powell reserves the right to use the Easement Areas situated in Lot 7, and the Owners of Lots 2 and 3 shall grant the Owner of Lot 7 easements over and across the drainage and wetlands facilities described in Exhibit "PH (the "Lot 2 Easement Area"), and Exhibit "E" (the "Lot 3 Easement ~") as hereinafter provided, all to be used in common with the Grantees to provide wetlands mitigation, storm drainage and storm water retention facilities to serve Lot 7, provided that the foll(;wingconditions and covenants are satisfied in connection therewith: (i) the proposed use of the Easement Areas situated in Lot 7 and the Lot 2 and Lot 3 Easement Areas (collectively, the "Master Easement Area") and the wetlands and drainage facilities constructed therein by Eastgate and HC, respectively (collectively, the "Drainage Facilities") must be approved by all governmental authorities having jurisdiction over the Drainage Facilities, Horton Dennis & Associates, Inc·., or such other engineers as are engaged by the Owner of Lot 7 and approved by Eastgate and HC (the "Engineers"), and a second civil engineering firm doing business in the • 7 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/OlH2j/IOJJ9I1JMAW634027.1) j I I I I I ! • Seattle metropclitan area (the "Second Engineers") selected by the Owners of Lots 2 and 3 and engaged at the expense of the Owner of Lot 7; (ii) the use of the Drainage Facilities by the OWner of Lot 7 must be implemented in a fashion that will not interfere with the ongoing use and operation of the Drainage Facilities. or reduce the capabili~y of the Drainage Facilities to serve Lots 2 and 3; (iii) the Drainage Facilities to be used to serve any portion of Lot 7 situated north of the. Driveway Easement Property (the Eastgate or HC Drainage Facilities, as the case may be) shall be determined by the Engineers and the Second Engineers; (iv) the Drainage Facilities will not be used to provide storm water retention.and drainage services to the portion of Lot 7 situated south of the Driveway Easement property ("South Lot 7"); (v) no use may be made of Lot 7 which involves the manufacture, use or release of Hazardous Substances other than the operation ofa gasoline service station on South Lot 7 (no gasoline service station being permitted on North Lot 7) and customary use of cleaning solvents and the like in compliance with Environmental Laws (as used h~rein, the phrase "Hazardous Substances" shall mean all hazardous, toxic, infectious or radioactive substances, wastes or materials listed, defined or regulated by any Environmental Law and specifically also shall include petroleum, oil and its fractions, asbestos, urea- formaldehyde, and polychloribiphenyls; as used herein, the phrase "Environmental Law". shall mean all Federal, state and local statutes, regulations and decrees pertaining to the protection of any aspect of human health or the environment that are' now or hereafter applicable to the Shopping Center); (vi) should any of South Lot 7 be used f·or the purposes of operating a gasoline station, then, in addition to complying with the requirements of applicable laws, the Owner proposing to construct such gasoline station shall require that such service station facility be operated by, or licensed by_ one of the major oil companies, and shall obt3in from the operator of .. the service station either an indemnity or insurance policy from such operator for the benefit of the Owners of Lots 2 and 3 (and subject to their advance written approval, which will not be unreasonably withheld) which protects them from loss, damage, liability or expense resulting from the operation of such service station facility and any Hazardous Substances which may be released or emanate therefrom; and (vii) the Owner of Lot 7 shall pay, in advance of its use of the applicable a -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT \SWWI/0l.1IJ25/10339SiMAM/634011.7) - \ 1 1 .. I Drainage Facility, its proportionate share of the original cost of constructing the portion of the Detention Facility used for outfall purposes based on its projected use of the Detention Facility. To the extent that any of the obligations of the OWner of Lot 7 set forth in subparagraphs (i) through (vii) above contemplate continuing or ongoing performance, the OWner of Lot 7 shall be obligated to comply with such obligations so long as it uses the Easement Areas. If the Owner of Lot 7 elects to use the Drainage Facilities, then the OWner of Lot 7 also shall be obligated to construct, at its sole cost and expense, any improvements to or enlargements of the Drainage Facilities required to accommodate its use thereof. All costs of maintaining and repairing the Drainage Facilities other than repair costs resulting from the negligence of an OWner or its agents or employees (which shall be paid for solely by such OWner) shall be paid by the OWners sharing the use of such Drainage Facilities in proportion to the gross number of square feet of land owned by each Owner which is served by the Drainage Facilities. If, as and when the conditions set forth herein are satisfied, the Owners of Lots 2 and 3, as applicable, shall grant easements to the OWner of Lot 7 over and across the Lot 2 and 3 Easement Areas, consistent in form and substance to the grants made in Section 15.l0Ca) and the terms of this Section 15.10Cb). (c) Additional Provisions Regarding Lots 4 and 6. To facilitate Powell's use of the Eastgate Drainage Facilities to provide drainage services to Lots 4 and 6, the surface drainage system to be installed in Lot 3 will be designed and constructed to accommodate those drainage needs according to the design requirements of the Engineers. Powell shall arrange-and pay for the design and construction of a storm water collection system to serve Lots 4 and 6 running from a catch basin situated on Lo~ 3 to a boundary of Lot 4 or 6, such work to be done simultaneously with the installation of a drainage system on Lot 3. No other drainage work may be undertaken _on Lot 3 for the benefit of-Lots 4 and 6 after completion of the initial drainage system. The bioswale and outfall components of the Eastgate Dr~inage Facilities shall be sized to serve Lots 4 and 6 and Powell-shall pay Eastgate the incremental cost of increasing the size of such facilities to serve Lots 4 and 6 (as determined by the Engineers) as and when such work is completed. Lots 4 and 6 shall be subject to the use 9 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (~"'\;WIIOO92j/IOJJ9I1MAM!6.14027_7) , M ....04 T, o N --.,.. ...., C") • restrictions set forth in section 15.10Cb) Cv) and illl· 9. Section 15.11 of the Agreement is amended by deleting the square footages of each Lot shown therein for purposes of calculating proportionate shares of the maintenance costs of the Driveway Easement Area, and substituting the following in lieu thereof: LOT ~QUARE FOOTAGE Lot 1 to be determined* Lot 2 486,190 Lot 3 535,094 Lot 4 35,000 Lot 6 35,000 Lot 7 30,000 *The square footage of Lot 1 for purposes of this provision shall be determined in accordance with the provisions of section 15.11. 10. The, first sentence of the second paragraph of section 15.11 is deleted and the following substituted in lieu thereof: , The Owner of ~ot 3 shall,construct a' private roadway within the"Drivewa.y Easement Property in accordance with the requirements of the City of Renton. The OWner of Lot 3 shall ~aintain the Driveway Easement Area to a reasonable standard as designated by such OWner in its reasonable discretion, and the other OWners shall be obligated to contribute their proportionate share of maintenance costs as set forth herein. 11. The Agreement is amended by adding the following provisions thereto: 15.12. Related Agreement. Contemporaneously with the execution of this Agreement, Eastgate and HC have joined in the. execution of a Declaration of Covenants, Conditions and Restrictions and Grant of Easements and Quit Claim of certain Parking Easements which is to be filed for record in the Official Reco ... ds of King county, Washington (the "peclaration"). As between the Owner of Lot 2 and the Owner • of Lot 3, the terms lnu provisions of the Declaration shall superseda and prevail over the terms and provisions of this Agre~ment to the extent of any conflict or inconsistency between the provisions of'the Declaration and the provisions of this Agreement or to the extent that any provisions of the Declaration are more burdensome than the provisions of 10 -FIRST AMENDMENr TO RECIPROCAL EASEMENT AGREEMENT (SWW liUU915! I UJ 3~K/MAM/614021, 7) ! I I ! I i I • this Agreement. Lots 1, 4, 6 and 7 are not encumbered by any provision of the Declaration. i5.1J Expansion of Lot 7 Building Area. The OWner of Lot 7 may develop the portion of Lot 7 lying north of the Driveway Easement Property ("North Lot 7") provided that the following covenants and conditions are satisfied: (i) if access to North Lot 7 shall be obtained via the Driveway Easement Property, then the square footage of Lot 7 to be used for purposes of calculating shares of maintenance costs under section 15.11 shall be modified accordingly; (ii) notwithstanding anything to the contrary contained in section 2.1 of the Agreement, all parking required by applicable law to serve any improvements constructed on North Lot 7 shall be contained wholly within North Lot 7 and shall be deemed sufficient if in compliance with applicable law; (iii) the OWner of North Lot 7 shall construct and maintain a fence or other barrier along the western boundary of the Easement Areas to prevent the customers and invitees of the OWner of North Lot 7 from crossing or entering upon the Master Easement Areas; (iv) in addition to the other uses prohibited by the Agreement, no use may be made of North Lot 7 which would involve the manufacture, release, disposal or use of Hazardous Substances; (v) any development undertaken upon North Lot 7 shall be completed in compliance with all applicable laws, including (without limitation) the requirements of the Army Corps of Engineers; (vi) no improvements to be constructed on North Lot 7 shall exceed 45 feet in height; and (vii) no part of the Common Area other than the Driveway Easement Property may be used to provide access to North Lot 7 'and the Owner of North Lot 7 hereby quitclaims to the OWners ryf Lots 2 and JaIl easements created by section 4.i to the extent that they encumber Lots 2 and J. The consent of the Owners of Lots 2 and J with respect to development of North Lot 7 set forth herein shall not constitute a waiver of any rights which those Owners may be entitled to assert with respect to future development of North Lot 7 in their capacities as the owners of adjoining property. 15.14 Exchange of Lots. Eastgate and Powell may elect to exchange the South Pad area for Lot 6. The OWners of Lots 1 and 2 hereby approve of such exchange and agree that Eastgate and Powell may enter into and consummate an agreement to that effect without the necessity of obtaining. any further-consent of the Owners of' Lots 1 and 2 with respect thereto provided that any improvements to be constructed upon the South Pad after cCMpletion of such exchange shall not exceed 22 feet in height, the building envelope on the South Pad shall be generally in the configuration shown on Exhibi t "F" attached hereto a.,d any signage erected on the South Pad shall not materially impair ,the visibility of the He Building from ground level at the 11 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/UlJY2~/IOH98/MAM/6}(On 7) .intersection of Southwest 41st Street and East Valley Highway. If, as and when such exchange is consummated, the land acquired by Eastgate shall be subjected to the terms of the Declaration and the land acquired by Powell shall be released from the terms of the Declaration and the OWners shall execute such documents as may be necessary to evidence the foregoing. Notwithstanding such exchange, the lot designations used herein shall be transferred such that the South Pad thereafter shall be referred to as -Lot 6" for purposes of this Agreement and the land formerly designated as Lot 6 shall be referred to as part of Lot 3. 15.15 utility Easement. Powell, as Owner' of Lot 7, . hereby grants and conveys to the other OWners, for the be~efit of the Shopping Center, a perpetual, non- exclusive easement over and across the Driveway Easement Property for the purpose of installing, operating, maintaining and replacing, from time to time, storm sewer, sanitary sewer, electrical, gas, telephone, cable and other utility lines to serve improvements to be constructed in the Shopping Center. Any work undertaken in.the D~iveway Easement Property at the behest of an OWner to install or replace any utility lines shall be done in a good and workmanlike manner at the sole expense of such OWner and in a manner that will not unreasonably interfere with the use of the Driveway Easement Property by the other OWners. 15.16 Use Restrictions. No portion of the Shopping Center shail be used for any of the following uses or purposes: a. Any use which would constitute a public or private nuisance. b. Any use 'which generat£s noise or sound that is objectionable due to intermittence, beat, frequency, shrillness or loudness (other than noises typically associated with a home improvement store or theatre/cinema). c. Any use which would generate excessive quantity of dust, dirt or fly ash. d. Any use involving a heightened risk of fire, explosion or other damaging or dangerous hazard, including the storage, display or sale of explosives or fireworks. e. Any distillation, refining, smelting, agriculture or mining operations. 12 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT (SWWI/OO92S/I03198IMAW63.az7.7) • , I , 1 i I f. For the purpose of operating a mobile home or trailer court, labor camp, junkyard, stock yard or animal raising business. g. Any drilling for and/or removal of subsurface substanc;:es. h. Any dumping of garbage or refuse, other than in enclosed, covered receptacles intended for such purpose. i. Any mortuary or similar service. establishment. , j. Any commercial laundry or dry-cleaning plant; provided, however, this prohibition shall not be applicable to any premises if oriented to pick up and delivery by the ultimate consumer and there are only nominal on-site supporting facilities. k. Any automobile body and fender repair work. 1. Any flea market, swap meet, "second hand" store or-- "s'.Aplus" store. m. including displays, parlor or Any adult book store or any so-called "sin-~ses (without limitation) nude dancing, pornographic displays of "X-rated" materials or films, massage off-track betting facility. 15.17 Additional North Lot 7 Uses. Notwithstanding anything to the contrary contained in Sec~ions 2.1 or 2.3 of the Agreement, North Lot 7 may be used for the purposes of operating a bowling alley, skating rink, health club or bingo parlor or for industrial, warehouse or light manufacturing uses, if permitted by applicable law. No other amendment or modification is made or intended to be made to the Agreement and the Agreement, as modified hereby, shall remain in fulL force and effect as therein written. 12A-FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT .. , I I r , I ! , • Executed in multiple counterparts to be effective as of the 8th day' of February, 1996. By: Name: Title-:~------~~~~~~~~----- ~: HCWA Realty Corp., a Washington corporation . By: Name: ____________________________ __ Title: __________________________ __ By: Name: Title-:---------------------------- EXHIBITS: "A" -HC Easement "B" -Eastgate Easement "e" Powell Easement "0" -Lot 2 Easement Area "E" -Lot 3. Easement Area "F" -South Pad Envelope STATE OF OREGON ) County of M.~(t(MeH~ ss. This instrument was ~~~~~=' 1996, by Theatre, Inc., an ion. 13 -FIRST AMENDMENT TO RECIPROCA EASEMENT AGREEMENT POWELL: Powell-Orillia Associates, a Washington General partnership By: Lloyd W. Powell, General Partner By: Peter W. Powell, General Partner P. POWELL Peter W. ~owell L. POWELL Lloyd W. Powell (SWWl/rxYl2S/10J39B/MAW634027.6) , I I I 1 ! , " I I ~ Execu~ in multiple counterparts to be the IJ.!C::::-day or e.krll{sY1 ' 1.996. etrective aa of EASTGATE: POWELL: saatqate Theatra, Inc., an oragon corporation 8y: Naaa: " TItl.-:--------------------------- ~: HCWA Realty corp., ."Wa.hington corporation ;~~~~----'J, i~-~~~~. - EXHIBITS: "A" -HC Eaaamant "8" -Eastgate Easement "C" Powell Ease.ent "0" -Lot 2 Eaaement Area "E" -Lot 3 Ea •••• nt Araa "F" -South Pad Envelope STATE OF ORECON ) ) aa. county or -----) powell-Or!ll!a Aa.ociata., a Washington General PartnershIp By: By: Lloyd W. Powall, Canaral Partner Peter"W. Powell, General Partner P. POWELL Peter W. Powell L." POWELL Lloyd W. Povell This instrument was ackn"owledged beror. lIIe this "_" day of , 1996 by , a9 of Eastgate Theatre, Inc., an Oregon corporation, on behalf of the corpQration. NOTARY PUBLIC FOR OREGON My cOMJllis.ion Expires: 13 ,-FIRST AMENDMENT '1'0 RECIPROCAL EASEMENT AGREEMENT J I 1 • Executed in multiple counterparts to be effective a8 of the 8th day ot February, 1996. EASTCAIE: Eastgate Theatre, Inc., an Oregon corporation By: Name: ______________ . .,--__ _ Title: W;:: HCWA Realty Corp., a Washington corporat.ion By: Nam8: ___________________________ ___ 'fitla: ________ _ By: Name: __________________________ ___ T1tla: ________________ __ EXHIBITS: "A" -HC Easement "BU -Eastgate Easament "C" Powel.l Easement "0" Lot 2 Easement Area "E" -Lot J Ea.emant Area UF" -South Pad Envelope STATE OF OREGON ) ) 8S. county of ----) POWELL: Powell-Orillia Associates, a Washington General par~hiP :~' By: fo'kivJ ) cJI LIO~~ w. poweA, Ceneral \ Plrmer By: P'lter W. Powe 11, Genera 1 P.lrtner P ... POW;=:LL Peter U. Powell This instrument was acknowledgp.d before me this __ day ot , 1996, by , as of EaStgata Theatre, Inc:, an Oregon-ccrpc~ation, on behalf of the corporat'on. NOTARY PUBLIC FOR OREGON My Commission Expires: 13 -FIRST AMENDMENT TO RECIPROCAL EASF~ENT AGREEMENT (5WWI:ootlSlll·))9I/MA'4I6)4027.6) ... j \ 1 JH13 P13 Executed 1n mUltiple counterparts to be errective as of the 8th day of Pel:Jruary, 1996. Baatgate Theatre, Inc., an Oregon corporation By: lIaae: Tltle-:------------------------- RCWA Realty Corp., a, Washington corporation powELL: Powell-Or!lli. Associatea, a -Washington General partnership By: By: • By: .... : T1tle-:--------------~--------. :ua.llJ~KlL L. PQWJ:LL By: Jr.-a: Titl.-:------------------------- Lloyd II'. Powell .' IXHlBITS: WAW -HC Ea.ament wB--Ea.tqate Ea.eaent .C· -Povell za .... nt : -D--Lot 2 za .... nt Area -E--Lot 3 " • ..ant Area -P--Soutb Pad Envelope STATE OF OREGON ) ) ss. County o~ _____ ) Thi. inetruaent was acknowledged before .. this __ day of _ , 1996, by _, as __ ' .................... r-ro--,..-- of iD.tqate Theatre, Inc., an oregon corporation, on behalt of the corporation. NOTARY PU8LI':: FOR OREGOB My Commiasio;~ Expires: 13, -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT -r j I i I I i i COMMONWEALTH OF MASSACHUSET'l'S ) ) SSe COUNTY OF MIDDLESEX ) On , before ma, {~f. (~~, a NOtary ~b~io n d state, personally appelar Edward J. W , persona~l:y known to me (or Pz:.~"", ... ,. to .a on the s actory evidence) to be the pars0i\..£. Y ••••.•. whose name is subscribed to the within instruaent and ~\., ..... ""'" v'" acknowledged to .. that helshe executed the .lUIle in his/bV'.... ~.(' .. ' ",'. authorized capecity, and that by h1e/her signature on the i \ '\ . ~ "-";". ': '. instrwDent, the person, or the entity upon behalf of whictt '\'th~ ....' ; a: person acted, executed tha inatrument. ", :. -. ~ j WITNESS my hand and offioia~ seal. ,. ,. COMMONWEALTH OF MASSACHUSETTS) ) COUNTY OF MIDDLESEX ) as. '? ". ~~. ~.: . j. ". u.o, .. ' ~ .: '. "') ........... \ \'" ~ . .... ~. N( ... ... " .. " .......... -.~~ ... :" . State , e Notary On f=H~1Jf'b, before me, ~ PUb~ic ~~.nf tQ~~.tat., personally appear AnnUr ~nK.Jr , personally known to 1D . (or proved to .. on the basIs of satIsfactory evidence) to be the person whoae name ia subscribed to' the within instrument and acknowledged to me that he/ehe executed the same .in hi./he~.·· .. ··:.:·; .. ··· authorized capacity, and that by his/her signatur·. on th .. ···~\'::.L ' .• instrUJllent, the person, or the entity upon behalf of Wh~~ .·t:he ";';:' person acted, executed the instrument. {~f \. : .~ · ... i./~ \ WITNESS my hand and official seal. ~ It i :~::. =>. i : o ~~ S" 11 tl " ".?j.\ .. ,. . • ;.'f.. ...... j o;,..~ '"' V If~ '. )". II'!>'·.· ~ .... Notary Publio in entor ¥1d S~ ~N"(' '\ ...... . I, ,.- " M ........ • u.~~: ~ r ::.~~ :--/ .: .... -... #. ~~t{r, My Cc:;,:~,~>:." i,i),,~~ :"~_':r:·.i ~J. ;;:3 14 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT ( STATE OF WASHINGTON ) ) s •. County o! _____ ) On this dey of , 1 ~96, before me" the undersigned, a Notary Public'ln and for ttle State of Washington, duly cor~i8sioned and sworn, personally a~peared Peter W. Powell, known to be the person who executed this instrument in his . individual capacity and as General Part":ec-of Powell,-Orillia Associates, a Washington general partners:1ip, the partnership that executed the foregoing instrument, 81d acknowledged the instrument. to be his fref' and voluntary a·::t and the free and voluntary act and deed o! that partnership for lhe uses and purpc.ses t.herein ment.ic.ned, and on oath s·:ated that he was author! zed to execute tt~e instrument on b.!halt of the partnership. WITJ'\ESS my hand ~nd official se,,} hereto affixed the day and. year first above written. STATE OF ARIZONA ) ) as. county of_:/£i':.'/"I"'-.(~) NOTARY PUBLi:C in and tor the State of Washington, residing at My CommisSion Expires:. _____ _ On this :1 day c.f _-:1.<--/""1 (.uH H 96, before me, the undersigned, a Notary Public in and ~ ~t.e State or Arizona, duly commissioned and Bworll, personally a,·peared Lloyd W. Powell, known to be the person who executed this inatrument in his individual capacity and as General Partner of Powell-Orillia Associates, a Washington general partnership, the partnership that executed the foregoing instrument, and acknowledged the instrument to be his free and voluntary act and the free and voluntary act and deed of that partnership for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the instrul!lent on behalf of the partnership. WITNESS my hand bod official seal her~to affixed the day and year first above written . ......... ~"",~ , ... ~I"--~'. . .... -,.:--.; ,." ... ;, .... : ...... :.!. .. ... : : L ':.·:-·~:::C-O~! : --, i. , ~ . . ./ 1 J 11-)" J N;~~tl PUB~ic !'if ~n;;' :o~ l~!~tate • ~ ":. 1".: • ... r~c:-_ ;. of Arizona, cesidin9 at My Comm1ss1o~ Expiros: C""~~l-~cf="'·/-!-1""7~r.""'I-/ 15 -FIRST AMENDMENT TO RECIPROCAL EASEMENT AGREEMENT l i I I I ..... FEB-0'7-'9E) 16:00 ID:SOWU£-WILLI~ TEL t-():503--?96-2900 1W13 PiS STATE OF WASHINGTON ) County of ~ ~ ••. on this 1'-day of 1-~ 1996, before _, the . undersigned, a Notary Public ~r the state of Wa8btDgton, duly comalssioned and sworn, persOnall! appeared Peter: W. PoweU, Jmown to be the person vIlo elfecuted th • instr:u.ent in his individual capacity and as General Partner of· Povell-orl11ia Associates, a WashiDC)ton general partnership, the partnership that executed the foregoinq instruJDent, and acJtnovledCjecl the instr:uaent to be his free and voluntary act and the ·free and . voluntary act and deed of that partnerShip for the usea and purposes therein aentioned, and on oath stated that he vas authorized to execute the instruaent on behalf of the partnership. WITNESS ~ band and Official seal hereto affixed the day and year first above written. STATE OF ARIZONA ) ) as. county of -----) (~_';~A'~ ~[C in olld for tbe~ of Washin9ton, residillCJ a~ My CommissiQn Expire.: 2· A • , On this day of , I'J9', bafore aa, the undersigned, a lIotary Public in and for the state of Arizona, duly co_issioned and sworn, personally appeared Lloyd If. Powell, known to be the person who eKecuted this .instr\uDent In bi. . individual capacity and a. General Partner of Povell-orillia Associates, a Waabington general partnership, the partfterllhip that elfeouted the foreqoinq instrwDent, and acknowledged the instrmaent to be hi. free and voluntary ac:t and the free and voluntary act andd.eel of that partner.hilJ for the us .. and purposes thereinaentionad, and on oath .tated that he va. authorized to execute the in.trument on tN~lf of the partnership. WITNESS ay band and official sefll hereto affixed tbe day and ye~ first above written • • NOTARY PUBL1C in and for the Stat. of Ari~ona, residing at My COIIJDiaaiC:'n Expire.: lS -FIRST ~DHENT TO RECIPROCAL EASEMENT AGREEMENT I ~ . " I .. 12/0£,/19% I£,: 51 2068228158 H D A PAGE 02 , I , • HDA EXHIBIT "A" • BC EASEMENT THAT PORTION OF LOT 7. BURLINGTON NORTIfERN BINDING SITE PLAN (BSP-Ol4-92). PER MAP RECORDED IN VOLUME 161 OF PLATS. PAGES 8 TIfROUGH 11 INCLUSIVE. UNDER RECOJU>ING NUMBER 9206302696. RECORDS OF KING COUNTY. WASHINGTON. SITUATE IN SECTION 30. TOWNSHIP 23 NORTH. RANGE S EAST. W.M .• BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NOR11lEAST CORNER OF SAID LOT 7; TIfENCE NORTH 87°5O·4J-WEST ALONG THE NORm LINE THEREOF 70.00 FEET; THENCE SOUTH 01°SO·09-WEST PARALLEL WTrH THE EAST UNE OF SAID LOT 1 A DISTANCE OF SS3.68 FEET; TIfENCE SOUTH 88°09.51" EAST 70.00 FEET TO THE EAST LINE OF SAID LOT 7; TIlENCE NORm 01 0 50'09° EAST ALONG SAJD UNE 553.30 FEET TO THE POINT OF BEGINNING. CONTAINING 38.144 SQ. FT. MORE OR LESS. '20 &coll4 AHIIW SaUlA, ~ W.w.u.gtolf 98033, Plto"e (206)·822·2525. FlU (106) 822-8151 I ~ 0 W.-rdn • ..,..,. , , ... , t 215/1996 15:57 26£>8228758 H D A HDA EXHIBIT "8" -EASTGA1E EASEMENT THAT PORnON OF LOT 7. BURLINGTON NORTHERN BINDING SITE PLAN • PAGE 63 , (BSP-Ol4-92). PER MAP RECORDED IN VOLUME 161 OF PLATS. PAGES 8 THROUGH 11 INCLUSIVE. UNDER RECORDING NUMBER 9206302696. RECORDS OF KING COUNTY. WASHINGTON. SITUATE IN SECTION 30. TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M .• BEING MORE PARTICULARLY DESCRIBED AS fOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 7; lHENCE SOUTH OloSO'09° WEST ALONG 11fE EAST UNE THEREOF 553.30 FEET TO THE POINT OF BEGINNING;, THENCE CONTINUING ALONG SAID EAST UNE SOUTH OloSO'09- WEST 162.63 FEET; THENCE CONTINUING ALONG SAID LINE SOUTH 28°33"5.- WEST 155.64 FEET; THENCENORni 01°SO'09-EAST 301.64 FEET; THENCE SOUTH 88°09'51-EAST 10.00 TO 11IE POINT OF BEGINNING. CONTAINING 16.249 SQ. FT. MORE OR LESS. MCONI Ay.IJW SoMIIa, KirI:Imt4, W"~' 91033, PIuIM (206J 122-2525, FlU (206) 822-8158 ~ ° w ..... ° Ih.tInt , I i -9G l£.: 57 20£.8228758 H D A PAGE 04 HDA HAT PORTION OF LOT 3, CITY OF RENTON LOT LINE ADJUSTMENT AS ECORDED IN VOLUME 106 OF SURVEYS, PAGE 180, UNDER RECORDING NUMBER ; 11299006, RECORDS OF KING COUNTY • WASHINGTON, SITUATE IN SECTION 30, OWNSHIP 23 NORTH, RANGE S EAST, W.M., BEING MORE PARTICULARLY 'ESCRIBED AS FOLLOWS: EGINNING AT THE NORlllWEST CORNER Of SAID LOT 3; THENCE SOUTH ~009'51· EAST ALONG THE NORm UNE THEREOF 113.IS FEET; TIJENCE SOUTH lO5O'09-WEST 426.54 fEE'J; llfENCE NORm 89°05'25-WEST 21 1.S4 FEET TO TIlE rEST LINE Of SAID LOT; mENCE ALONG SAID WEST LJNENORTH 01°50'09- AST 71.99 FEET; THENCE NORm 28·33'Sl-EAST CONTINUING ALONG SAID UNE 18.70 FEET: TIlENCE NORTH 01·50'09-EAST CONTINUING ALONG SAID UNE ;2.63 FEET TO THE POINT OF BEGINNING. ONTAlNlNG 64,976 SQ. fT. MORE OR LESS. '0lIl/ A NII"~ SoWIJ, Kbtltut4. W.,hu.JfM 98033, PltOlW (206) 822-1525, Fa (206) 822-8758 ~ • w ..... _ • /IruV" , • i -'.06/19% 16: 57 2068228758 H D A PAGE 05 Horto" D.,.";' & A.lOri4Us, Inc. HDA EXHIBIT "D-• LOT Z EASEMENT AREA THAT .PORTION Of LOT 2. CITY Of RENTON LOT UNE ADJUSTMENT AS RECORDED IN VOLUME 106 OF SURVEYS. PAGE 180. UNDER RECORDING NUMBER 9511299006. RECORDS OF KING COUNTY. WASHINGTON. SITUATE IN SECTION 30. TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M..BElNG MORE PARTICULARLY DESCRIBED AS FOllOWS: BEGINNING AT TIlE NORnIWEST CORNER Of SAID LOT 2; THENCE SOUTH 87-SO·'7-·EAST ALONGntE NORTH UNE nlEREOF 83.38 FEET·TO TIlE BEGINNING OF A CURVE. CONCAVE TO TIlE NORnlWEST. HI. VlNGA RADIUS OF 605.87 FEET: THENCE IN AN EASTERLY DIRECTION ALONG TIlE ARC OF SAID CURVE. PASSING . THROUGH A CENTRAL ANGLE OF Or48·SS· A DISTANCE OF 29.17 FEET; TIfENCE SOUTH Ol-SO'Q9-WEST 553.40 FEET TO THE soum UNE OF SAID LOT 2: THENCE NORnt'Sso09'SI-WEST ALONG SAID soum UNE 113.1S FEET TO TIfE WEST LINE OF SAID LOT; THENCE NORTH 01-50'09-EAST ALONG SAID WEST UNE553.30 FEET TO THE POINT OF BEGINNING. CONTAINING 62.577 SQ. FT. MORE OR LESS. ~o ~tOrul A",,..,, Solidi, ~, WalWt~" 91033, PIII»ee (206) 822-2525, FlU (206) 812-8158 ~ • Wf'IIIIfo\a • .."." , i .. /1996 16: 57 2068228758 H D A PAGE 06 HDA EXHIBIT "E" -LOT 3 EASEMENT AREA THAT PORTION OF LOT 3, CITY Of RENTON LOT UNE ADJUSTMENT AS RECORDED IN VOLUME 106 OF SURVEYS, PAGE 180, UNDER RECORDING NUMBER 9S11299006, RECORDS OF ICING COUNTY, WASHINGTON, SITUATE IN SECTION 30, TOWNSHIP 23 NORm, RANGE S EAST, W.M., BEING MORE PARTICULARLY DESCRIBED AS fOllOWS: BEGINNING AT THE NORTHWEST CORNER Of SAID LOT 3; THENCE SOUTH 88°09'51-EAST ALONG TIfE NORni UNE THEREOF 113.15 FEET; THENCE SOtrrH 01°50'09-WEST 426.54 FEET; TIJENCE NOR1ll89°m'25-WEST 211.S4 FEET TO THE WEST UNE OF SAID LOT; 11fENCE ALONG SAID WEST UNE NORTH 01°50.09- EAST 71.99 FEET; THENCE NORTH U 0 33'S." EAST CONTINUING ALONG SAID UNE 218.10· FEET: TIlENCE NORUI 01°SO'09-EAST CONTINUING ALONG SAID LINE 162.63 FEET TO THE POINT OF BEGINNING. CONTAINING 64,976 SQ. Fr. MORE OR LESS. • ~eDIUl Al1mw Sollllt, 1CbtiIut4, WGlMnetcm 98033, Plum. (206) nl-2S2S, FIIZ (06) 821 !1SB ~oW~o"'" , , I i EXHIBIT "F" This map shall not supersede the provisions of section 3.1(9) SW 41ST STREET -- • • i~ i . 1 1 i I I • . I~ ~ 11111111111111111111111111111 ~ ~ I~-'=';;-~ -I~ ~IIIHllllllnn;;;IIIIlIIIII~ . I~I. ~ 111111111111 : II : : II 1111111 U I ~ . ~ 111111111111 II 1111 II IIIIIIIII~ : '~a~III1""llmllllllllllllllll~ : I~ ~"II'H#Mlfn""'lIllln ~ ,nll •• I •• "'II •••••• , •• ••••••••••• - -' .~ -~ • -" #.. ',. .: '_:':'. ' , •. .. -, I &. BURLINGTON NORTHERN ~;,o267¥ _ NO. SSP -014-92 A BINpiNG SITE PLAN SIGNATURE PAGE 1b#1/ SEer/ON 30, TWP. 23 N., RGE. ~ E, w.I.I. SECTI~ 31., TWP. 23 H., RGE. ~ E, W.M. DJllIQTIQH: CITY C!' /lENTON , KING KHOlil ALL. MEtI ay TH£St PRUZ.lfTS TnAT ,", THE UMDIRIICNlD, 0""01 IH 'RE SIMPLE or THt .... HD "!tUIV 'LAnn, Hn&DY D&eLAU THII PUT ..... 0 DIOlc\TI: TO '1'11& PUBLIC: fOAIVPI, ALI. AOA08, EUDIDIU AIID WAYS •• 0111/ H&REOM "ITH TH& RIGII7 TO IWII AU. nellls""r .LOPU roa CUTS "I/O 'ILI~ ...... 0 '1'111 RIGIIT TO COII'UNUI ro DIlAIN 1.1.10 ROAD, .un "~Y5 OYER AND ACROSS ANY L01" oa LOT', MHIRE "ATU "JGtlT TArol .. ""TUIUIL COUROI. 1M TNI OAIQIIII\1. R"'.ONABLe e!WIlIIC D. ftl ROAD' AHD WMI IHOIIII IlUIIOM. STATE OT "ASNINCTOIII I •• CoUNTY or ~INC I 4M. TO CERTIFY 1'/1"1' ON THIll ~¥.. -DAY O. ____ • u~.z. BEfOAl "' pr"soHALLV APPUA.D TO H£ ItIlOWt4 TO D I: or ItURl,.UGTO 1I0JtT1fDII flA1LROAD PROP[ATIES INC'. , THI: COA OJilATIOH THAT [XltU1'tD Til! WITIIlH AND rORECOIHC INSTRUllDlT, .... 0 lIc:KHOVLtoc;w nlO INS11UIIIE117 TO UE Tilt rRU "MD VOLUNTARY ACT AHO Duo 0, SAID CORPORATION. rOR TI~tlsts AND PUJlPOSt5 TH[Rt'" KElIT10HtO, AND oH OATH STATEO i!:!A~Xtcvr;~Ai't'J":T1.murr. (IIt'S)II •• , ..... ,.'J " •• , AlmKIlI:I11D II' W1TtftSS WHEREor, SUD CORPORAT1(l)f HAS CA\1SCO}w UITAVlfDIT '(zJJE EXECUTED BV ITS PROPE:JI OFrlclR THI~ ,;l!£J!!=. OAY or r~-""--""''''''<'-, 19~ . 11. WITNESS VHtR£O', J HAVE llER2UHTO SrT IIY ItAJiD AND A'FlXID ICY orrlCIAI. SeAL tit!! D"V AJtD yr.u. FlRST AbOVE It'RJ1'TDt. :~:~~·~.·:~!:.:t\ "'I 0 0 : • • StATS, O! .. w'''SIIINCTO"' .. CqJqil1i::~ MIlIa ~ •• )n Ca'~t'f'~4' " fir PUDLIC 1M D rOA THY STATE ~"IHo:TON. IIESIQINC ATodc co1rLL~ a.e;:::~!7J~~ . AI.. THAT ON TH 15 .::l~ -DAY ~. 1~, DU!'AE lit Pr:"soilittV UPiAIlID , eUcttR PlJij( <0lIl1- IN :~T~~i~;~~~r'rl~Al:R~~~O~::::' "::, ;"U:i D'~IIIn:::-:: 1:'" • / . 1~. Itl WITN£SS \lHt.A£or. I HAVI HEREUNTO SIT MY KAHD AHD AFrIX&:D IIY ornel"'!. srAL 'I1lt DAY AHO YUIt ,.11tS1' ADOVE WR1TrEM. ~·tA"':I~~'" :;:': t'~q~) 0:."- ,. Ur.gDI PIIOM I ~, TlIAT PORTION or BUIlLJNC1'01I HOR1'U£RN OAJUfA. INDUSTRIAL ;JAM or ntllTON DIVISION I, 1.9 PAR PLAT JUCORDW IJf YOLUJ'fE 101 OF fLATS, PACts 12 UG U, RJtOOaDO or KINe COtnrr"'l, DUCRIBItD AS POLlDatS. D1..oCIt 2; LOTS 1, 2:, 1, ., , AND 'i AlfD LOT 2 or CITl or ~~TtJtf LOT LUIE AOJ'U8ntDT 110. LLA-Dltl .. a,. RICORDE.O tIMon I)WC cotJ)ITt ntcoROJHC. ~".?: "O~.1l900l; ... 0 'tOGtTIlER wlTIl THOS£: PORTIOMD or Jl,A1LROJ..D RIGHT-Or-MAY LYIH~ ADJAC!IIT'tO LOTS 1. l, J, .f " . AHD" IN n1.DCI( ~, ).S snoWh OM TIlE PLAT 0' DUllLIHCTOI/ HORllIEIUI ORILLI" IllDl16T1UAL PAIUt or IIZ>ITOn DIVISION:' AS pm PlAT RZeoRDm III VOLUJU 101 or PUTS, PACta u MIO 1) f ~tCOiI.D" or ICUfG cotnrrn SITUATE IN nu: eITt or RIln'OH. C'OUHTY or lUNG, JTATa or lIABIfIHG- TON. ~, PAHCEL B or SHOtt PLAT Ko. no-1P. ACCORDIIIG m THI SHORT PI.\T JlECORDED UMDDI XIHG aAAfn ~ft.I)ll1C;;; No. 7POP34,OOlI GITVA'fE 1" nit CITY or REIFTOtf. covwn or KING, STATE or ""'oStliNG'" TOil. COUNTY , WMHINGTOII IIIJ'U.II OIY'LO'ItI'" O. c:ounUCTIOII o. AllY IIII'.OV&IIII/T8 UPON • PROPIDITY HERIIN OBKltIUO 'JIAU, at III :"CCOIlDAHC~ IIITH THI 'IT~ PU" "".OVID IIV TH' elTY o. UI/TOH ON 7n~. 19 TH~ I nUL PI.\TI ,.IHAL ,I.AJnICI IIIIIT olVl:UlNalfJJlJ"ROvi C:ITY or RIImIII 011 !fIIi-, u_. THIS IIINDINe an'l: 'U" aMD ALL o. IT. IIlgl!lUNtMTS I Lm"UY aorcRCfADLE 011 I\lIY WII01l'1R 011 ontu '1CU0N ACIlV lllTUlIn 11/ THe "lrH'1/ OhCRUKII RLU. 'RO.IUY ..... 0 ALI. 0' THE PAOPERn 1M nUll BINOIMCI SITI PLAM &at; .U&JICT TO REQUUIlODlTI 0' CITY 0' kDrTOH .VIDIVIlICIiI ~I __ • wn ftllBYIXQB'. 'ATJ"C'TII J HEREOY eERTIr' TKAT THII I.MCINe 'U'. ,.U" IS BASEl PROPERTY SIJRVEY "5 PRKPAUO a, BU'K, ""Ell UD HITCHING N4D RECORD!O thfohl .IHO COUIttV IltC'ONtl1llO ItO. "10'1It005, BE"RING" "IID 018T"I/CI8 AU IKO" C:OIUlICTLY. UD TlU.T CORNPi SHALl. at SlIT 011 THa· -D. ~ ElWIIUD AND ""aoVID mil ~ DAY or~, 1112 A.D. . ,,~W~l'f'm!n~OjLblliGJ"UDLiC IiOiiis e,N of.' II,NT-,.,. rIHMe' QIR'cxpa fl nmTJrrrar,1 I HERDY con" nu.r ALI. PRQPDrn TAlIIII AIlJ: '''ID, TIller ,. KO OE~JNQVIII2' .PlC:IAL ASlUIIIDf. ClDITlrUD m TillS on O>LLleTIOU, AND TllAT ALL .ptcrAL UI .. aKDlTa, CIDITIrUD orrlC:I roll C:OLLBCTIOM 011 Alt d' TII& paoUUY BIUI" C:OI DIDIc:ATID AS ~~.' ALI.IY', W rOIl 0111111< ·1'IIIIf.lc UU, , :II FULL nua IIU or 'tIL-e • 19~. ornc:. d. rllWla DIUCTDJI 0' fllWfCl I HEIllBY CtltU" THAT nllllJ An 110 DILlIIQUGrr IPICIAL US· .... " 1111\1' ALL 5P"tAL NlBUII>IIIfI'8 CDTlnlD TO Tal CITY T: 'OR COLLICTION 010 AllY PAOPIIITY n .... l. canaun DIOICJ nuna, ALLIT., OR 1'UaLlC: un au • .t.a D FULL. nooPDIMq cprrJrJCAIEI rJUD ,OR RICORD AT TnB AIQVI'T O. TIll CITY Dr .nT DAY 0' ,18 ,Ar IIIIIVrU .ur AHO RlCORilED IN VOLII1I& -o.PiXTii, UOU • CORDB o' IUNe COUIrrY,.If&iiffij(ffijll', .' .--- OIVI810N or IIIOORDI AIIO ILICrIOII~ !WI""III .upmlll'DOOlT o. • , BURLINGTON NORTHERN ILE NO. BSP -014 -92 A BINDING SITE PLAN NEW LEGAL DESCI'II PTIONS SECTION 30. TWP. 23 N.. RGE.5 E. W.M. SECTION 31. TWP. 2~ N.. AGE.:I E. W.M. CITY CF flENTON KING COUNT'( • WASHINGTON ......... '.lelL • 0' CITI' 0' ... TOW .. on ,LA, 10. ".·u. AI al<ORl»&O woll '110' eov"' .Ieolblla 11'0. non,nOl .. D o"",u,u A' "' ........ 'IIO,.IIIIIQ aT ".. 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COUNTY • WASHINGTON 34TH sp-376-79 PARCEL B . ...bQL 8 "O,Of, 10. " ,.". tall, J.QL 2 ST. .4' .. '~ 10 n' 0:,. IIatU LOT -J- '",." IQ " 4.t .. acau 1 I I I I I I I 1 '1: '0 f'V1eJ <43C' 0 01 '''''1 ",~I ,fIIO'INt ..... CDJIX."JllTIC l'lI'"'-n 110 Ul;Nf,\I'rw "1M ~ •• , -, '. • _E NO. SSP -014 -92 SCALE' I· • 120' lit) 120 ...........- -3 :: -: ( r. "·I'·s.,,~ "" 0" I".'t!° 1&0 '40 -S IJ.J ::> 2 IJ.J > « BURLINGTON NORTHERN A BINDING SITE PLAN_ PARCEL CONFIGURATIONS SECTION 30 •. lWP. 23 N.. RGE.5 E. W.M. SECTI~ ;, I. lWP. 23 N.. AGE. 5 £. W.M. CITY CK "ENTOI'! • KING COUNTY • WASHINGTON 34TH ST. LOT -,- IH."S 10 n. ... ..,. KMI ,waIIll' IV ,. U .. < • • to -.--... " -" --.. ..' .. ro C4S1l ...... l'm"L ~ ----,----------------------------------------------------------------------........... ; j / ; ....... ~: •• ~. , If S!JJ; ~M~ WI] ~ 9 8 i R !! II' ! , I I I I I I I .. · I ~.JJ~ "'P.[.;If'?os) ""~.,,,1'· N&NO'4n DETAIL "A" rlES TO RENTON NETWORK CONlROL (NOT TO SCALE) WAC 332-130-100 EQUIPMENT USED, TOPCON GTS-3C. 5" THEQDOUT£/E.D.M. 100 50 0 100 SCAL£ IN FEtT .!l~>fi.j: -100' 200 I t.lO'tDlAN: PER 8URUNGTOH NORTHERN BlNOrN'Q Silt' PLAN ~ THE BOUNDARIES, AS $H()v...J. ARt: 9AStO UPON THE 8UMUNC1'~ NORTHERN BlNDlNC SITE PLJ,H AS RECORDED IN WWW[ 111 Of PlATS. PAGtS 8 ll1ROUGH " ~Q.US~ UNtJ(ft RtCDRDlNG HO. 02OllO2l". RECORDS OF I«HO COUNTY, Wot.SHlNCTOH. ~I 300 : ClfbPOF· www.fastio.com Ky ........ - I I I I POWELL SHORT PLA T MAP SEC.JO. TWP.2JN.. RGE.sr., W.M. clrr OF RENTON. KING COUNTY, WASHINGTON I . I 1/ ""1 SEE /1 I DETAIL "A"~. I ;;: ~'0. I /// ~~ I _// . -', ------N 87'50' r W \ PARCEL A SP 378-79 ~i;~:::~~~~=:-~.?t:T' +-.1 - - - - - _----I 20' UTlUT'Y ESU'T _ ---, = , REO. NO. .,.,.,.,.. .. -1. I ~ , "RAlIR040 .... ·T "'1'-JO' INGFtESS, E'GR(:SS "UTILITY I S:il I REO. NO. a110210$+1 ... ESt.I'T TO FARVCT S'TEEL CORP. J::jg ~ I REO. HO. MOJU109S • I l: ~ 1 : REO. NO. 06070""'" : i1~ I , II J-I:' d 'I' 3&00 ,li:ii! , ",I: .. ~ UNO _'£NUt... I , ~ 1;;: ~I~I 3 : ~I~ LOT 2 I 101;:) 102.561 IMJ.,fL I . ~,!G" ..... ,..... ,~II (LUA-94-157-LlA) Z: i i : t-;'~.O' "IG '" , ... ,. d 'UWTY""'" , ~ ~ II! I r REO. NO. ,20&30,,,, >-J 'I I LOT 7 -l E'ASDoIENT 'OR 'll£TL.-ND PROT£,CTlON : BINDING SIT! PLAN FOR , :-:O"i'».~;'~~2.'.?%(~fTv:r.b. "\b BURLINGTON NORTH£RN I w .... NO, "020013" ::l ~ BSP NO. 014-92 I ,,-I , , ..... ! N 88'09'514 W I ~r---357.02 t----~------§~ i Z~ I I 3000 I I UNO A.VENUE SW , I 2 -t 70' I r EA$£WENl rCA ¥tt1'\..AND PROT(C'nOH nIl I 1 ! ~a:!o~8;eo~:ft,.~ EShI'T UNDER 1lS1.418 ~ft. I 2.97 ocr .. , I .J ..,-,","FFlC _ $IGHAL ~A TlONS I I 20' unuTY ($I,Ity AEe. NO. ;2.06J02086 I I LOTJ (LUA-94-157-LlA) LEGAL DESCRIPTlON ; EXIS'l1NG PARCEL : I.OT 7 Of' B\JRlJN01'ON NOft1lo£RH, A BINDING SITE Pl.AN, A.COOROINQ TO THE DTY Of' R£NTOH 81N01HO SITE Pl.AH AECOftDto UNDER kINO COUNTY RtcoRDIHO NO. i206.l026S11, AS Pa. PLAT R£CORO£D IN 1wO'.JAoIE' '81 or PLATS. PAGES e THA()lJQf 11, RECORDS CI KINO cOUJrrm'; 5tlUAlt W THE CITY OF R(NTaN, COUNTY 01' KINa, STATE OF WASHINaTDN. LEGAL.: DESCRIPTlONS LOT 1 : BEQiNHIHO A1 THE SOUTHEAST CtmNER OF LOT 7, SURUNGTOH NORlHERN, " (mIIO(tIQ $Tt PLAN. ACCORDINO TO iHE Qrv OF RENTON BINDINC SITE PlAN RECORDED UHDER ~ COUNT":' RECORDING NO. 0206302,le, IN \IOUIME 1'1 OP' P\.A TS, "ACES II lHROOGH 11 IHClUSl-..c lHENCE NORTH 01'5()'OO" EAST Al..ONC mE £AST LINE OF SAID LOT 1 A DISTANCE OF' 1a.00 Ft£T TO A POINT (»I A. CURVE,. CONCAVE TO THE NORTH£'AST, 'TN! c::tNT!1t 0,. IM4IQt B£AAS NORTH OCJ'M'JS" EAST 12.0.00 F'EtT DISTANT: tHENCE IN It HOf'lHV£S1lAl y DlRfC110H AlONG THE A.AC 011 SAID CUR~ PASSING THROUGH A CENTRAL AHOl£ or 52.'2'04" A OISTANCt or tOI.J,) FEET: THENCE ·NORTH Je"&3"1r VIEST 173.011 FU.:T TO THE BtGmNING Of" A CURYC, CONCA'vt TO THE SQUTH'II[S1, HA\1NG A RADlllS Of' 120,00 FEU; lH£Nc[ ALONG "THE ARC ~ SNO CUFt'4. PASSINC THROUCH A ctHnlAt.. AHG:l.£ ~ JI-,.'!If' A DISTANCE: Of 15J~2 FUT Ttl A POINT ON THE" [.A$T MARQIN OF UNO AVENUE AND A CUR'¥€, CCNCAW: TO 1l-I£ 'fEST, tH[ CENTER OF ~ BEARS HORN 1Q~·~· WEST BOt.1. FEET DlSTAHT: "THENCE: IN ... SOUTHtRLY DIRECTION ALONG "THE: ARC OF SAIl) C\JA'vt', PASSINO THROUOH A C£HTRAL. A.NQU or 01'41'0"-A OISTANCL or 2.1.72 FEET; 11i£NC[ CONnHlJING Al.ONG SAID MARQIN, SOUTH t1'Gt)'1,. YIDT 178.07 FEET TO lHE' BCGlNfrrUNG Of A OJRVE, CONCA\-( TO THE EAST, TliE" CENTER OF '/MIQ-I BEAAS SOUlH 80'31'03" EAST lase,O! RtT tH$TANT; THEN« ALONG neE ARC OF SAlO ctJAIo-E AND MARGIN, PAS$ING lHROOGW A CEN'fRAL ANCl£ or 01'0'30" A DlSTAHCE or ~.28 FEET TO 1)([ SOVlHWEST CORNER Of" SAID l.OT 7t THENCE ALOHO THE ~TH liNt OF SAID lOT 7. SOUTH 89'05'2;5-EAST 306.159 FEET TO THE POINT or BEGINNING. LOT 2 : COIIIW£NCSNG AT THE SClJ1HEAST CCAHtR OF \.OT 7, BURliNGTON NOf\lHERN, A BIND1NC SfT[ PlAN, i.CCORDiHO TO THE: OIlY OF RENTON BlHDIHO SlTt PLAN RtCORDtD UNDt'R KINO COUNTY RtCORDINO NO. t208J02688, IN VOI..JJWE 18'1 OIl PlATS, PAGES e THROUGH 11 IHcwgl,£; "!litHO!: NORTH 01'50'01-EAST AlONO THE EAST UN( Of" SAIl) \.OT 7 A DISTANCE OF 18.00 FtET TO THE paNT CF &EGlNNlNG AND A PQHT ON A CI.m'¥f, CCiNCAI..< TO WE NORTHE~, 1l1E CENl!R or \P4i1Oi SEARS NOf'TH 00'54'35-o.sr 120.00 FEET DISTANT; tHt'NtE IN A NOR'hi'#ESTE'RlY DlRtcT10N ALONG M ARt:: or SAID CUR\ot PASSINO THROUGH A CENTRAl. AHQLE " 52'12'08"' A OISTANC£ or 101.33 F'Etr; ltIEWCE NORni 3e'5,)'1T WEST t7J..0I FEET TO "TWE B£ClNNlNQ or-A CUR\£. CONCAVE TO THt SOUlllYtt"5T, HA.~NO A. RA:lIUS OF 120.00 FE'El1 TMUlC% A1.ONG TK! ARC 01' so\lO ClJR~ PASSINO THROUGH A Ct:N1RAl. .AHCU:: Of' 3O'4'se-A DlSTAHCt OF' 7S.t2 RET TO ... PaNT ON ltfE EAST NAAOIN or LlNO A'ot:HUE AND A CORIwE, CONCAI,£ TO THE: wE'ST, T~E C[Nf!R OF" YINI~ BEARS NOR"'f104 7~O'S3-\IO! eoe.74 FaT DIST.AH~ THENCE fN A NORTHER!.. Y DlAECTlOH ALONa THE ARC OT SAID QJq'tf,; AND MARGIN, PASSING THROUGI't A CENTRAL ANQ.E Of' 04',,'1e" A OtSTAHCE OF 65.07 nET TO "tHe BEClNNtW OF A CUR'wt, COHCA-.£ TO ~E 'll[5T, HIt~NC: A RADKIS OF 205-2.79 flU; TW~C[ CONTlNUlNC ALONG "tHE AAC OF" SAJO CUAVE AND MARCIN, PASSING MOUGH A comtAi. AHCi..[ OT 02'31',3.4" A DISTANCE Of 94.80 FEET; 11iEHa. C:Q'inNUlNG AI.ONe SAID "'MGlN NORlH 0014'2'· EAST 101i1.24 fUT: THtNCE SO'J7H IIIW·&l· EAST 357.02 mT TO THt OS'T UHt OF SAID I.OT 7; THDIC£. AlONO SJJO UHE SOUTH 01'50'00" \!£ST 1m,t.l rEET; T10IEHct CONTINUING .4.L.ONG $AlD UNE SOUTH 28"J'51~ WEST 21&1'0 FEET: l1-IENCE' CON1tHUINO ALONO SAID UNE SCU""" Ot~'08" ¥ItST 112.00 F[£T TO THE PQrNT Of" BEOIMNIHG. LOT 3 : COtAIEHQHC A.T THE SOUtHEAST CORNEA OF lOT 7, e~cTON NORTHERN, A 8N)JNO Silt PI...AN. ACCORDING TO T1iE QTY or R£N1'CJf StNOINQ SIT!' PLAN MCOfilDED UNOfR KINO COUNTY RECOROINC NO. 9201S302458. IN Wl,UW[ ,.1 a; PU.TS. PACE'S e 1WROUGH 11 INQJJSI\£; TH~CE NORlH O1'WOQ-EAST ALONQ Tl-CE EAST UN[ OF SAID LOT 7 A DISTANCE OF' 130.00 FEET: THENC£ COHlINUlNC At.ONQ SAID UhE NORtH 28'33"1· EAST 7tll.70 FEET; 1liENCE CONTINUINQ AlONG SAID UNE HORn-! 01'$0'09" EAST 18U3 FlIT TO lHE POINT \IF BEQlHNIH~ tHENCE CONnNUINC Al.ONO SAlO lINE AHa aEARlNO 5.14.00 FaT 10 THE NQR'!1oI tRIt CY SAl!) lOT 7; . THENCE At.CJ(O SOW NORTH UNE' NORTH 8'T~0·.7"' ¥lEST ~9,1' F'(ET to "tHE EAST UARCIN OF UNO A'w'i)IUE: lHENCE ALONG SAID WARQN SOIJ11.j OZ"Ol'3T WLST l8:.4fI fEETi lHEHC£ COHT/NIJING ALONQ SAIO ~ARQN SOUTH OO'4'2i~ WEST 'suo FtET: '/'HENct SOUTH 8O'OI'!U" EAST 357.02 F'E£T TO "THE POINT OF BEGINNING.. HORTON DENNIS & "'SOCIA TE8, INC. (HDR) COHIULTINCI eNGlNl!EAI 320 Second A.... South KIricIand, WA 9803J-66a7 . (425) B22-2525 LAND SURVEYOR'S CERTlFICA TE ~~~e ~~~t. ~~ Jn3:rr~~tlalr~~fl~8i~t~~f;~;~~ with stote ond county statutes In .~'''~: ... 1997. 7.J:1~,;6.:.~ .. ~ ....... >.!1C/iAEL G. I.IICKIE'MCZ ertiflcote No ... ..12f!.~" ..... 01JlCS t,1S}C't1 City of Ront"" LUA-97-1S9-SHPL City of Ronton LHD-20-0220 DECLARATION KNOW AU. MEN BY THESE PRESENTS THAT WE THE UNDERSIGNED O""'ER(S) Of' !liE LAND HEREIN DESCRIBED 00 HERESY MAKE A SHORT PLAT SUBDMSlON THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPR£SENTATION OF THE SAME, AND THAT SAID SHORT PLAT IS I.lAOE \11TH THE FREt CONSENT AND IN ACCORDANCE \11TH . THE"oESIRES Of'~ OWNER(S). IN \IITNESS WHEREOf' WE HA_ SIN OUR AN S A~ SEALS. J I NGiM Nome 1 c,""y that 1 k"o,*, or I'ICfW sotlrloolory ~c. thClt Ut2.~-4. iharrJ.1 wfVIed lhll in.tNrMnt, on oClth .tottd that h. woaOr1zed to 4MK\ltI the In.trumtnt ~t~:~ ttlClt. h. ",os the ""'nembcY . of the ond It well \he 1r .. orod voI\mto")' act of .uoh part)' for lh. UMI and purpo-mentlontd In In. lttatNment. _"atv,.. at Q . /.'" J. Notary PubKcltPP W(Ul.'nYl(~ Dut..d x-43·Q hiyoppoCn\fnent ... - NO!'.\A'(PUlll.iC =t.y~tWo"'+~~ ITAU C''''~l«HGtoN ..Io'NICETJS:CHo\ACK' Mr~~ .. JvtlO.t"' I c.rttfy that I VrlO" Of" t,ow Nt'-foctory e\IId~c. ttlot U9ned ttl .. lnatnMtMnt. on ocrttI .toted lhct ~ Wile Cluthorized tG beC\,lt. tN rr..tr1.Im."t ond IIdI.nowtepd thot ... _ ... _______ of the COI"9oratiorl end It woa the ".. and 'IOIuro1ory oct of 1lUd. party for the U&N OfId puIlI_ 1'net\1.~lnth.,".trurr.8I\t. SlQI"GtU,..Of Notory~-~IC;;.:~;;:=====~ 00'"" ""'1 ap~tlfl .. t •• 1rw Stdt. of Waah";1Cf1 ~ty 0'_..;., ______ _ APPROVAL AOMINISTRATOR or THE PLANNINGjBUILDING/I'UeuC WORKS D£PARTI.IENT APPROVED THIS _1!4-"'DAY Of' oM At 19ft il~ ~il{'J.UJII---Admlnlstf~ ng uicUngfPublic Wor1<. Deportiii;;;t (elgnoturn ot City of Renton ofttclola) KING COUNTY DEPARTMENT or ASS£SSMENTS ExamIned ond approved this .J.L <:lay of ..ib...LI:!J...-191.!. Se.<~ ~___ ?i", '!~ • 1<11"t9 County A~.nsor O:;'uty King County Assessor u.J'Jt •••• 1. .s .... W.1. • .2-1-.1' RECORDING NO •• 9..i.Q..§.:;u .. r..,u.~ ................ . RECORDER'S CERTlF'ICA TE = ................ . filed fof' record thla;t(..,r. ... doy oft"?M~,'9.f..f: .. (JtJ.;,-N.a. In book,/.;.l~, .. of."..t!"v.'.at poge!'-off,at the reQuest of .... Uq .. flJl1Ri. .. , .......... Supt, of Recof'da SHEET ,1 of 1 HOA Job No. 9747.00. e •• W' , , . .;..5 Printed: 03-04j~\* PLANNING OE\lEa~Of REmON M~R \l .~ ?nn~ RECEl'JEO .TY OF RENTON 1055 S. Grady Way Renton, WA 98055 Land Use Actions RECEIPT Permit#: LUA04-028 Payment Made: 03/04/2004 11: 13 AM Receipt Number: Total Payment: 1,511.84 Payee: CENTER CYCLE, INC Current Payment Made to the Following Items: Trans Account Code Description 5010 000.345.81.00.0007 Environmental Review 5020 000.345.81.00.0017 Site Plan Approval 5955 000.05.519.90.42.1 Postage Payments made for this receipt Trans Method Description Amount Payment Check 26839 1,500.00 Payment Check 26840 11.84 Account Balances Amount 500.00 1,000.00 11. 84 Trans Account Code Description Balance Due 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 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 Home Parks Rezone Routine Vegetation Mgmt 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 .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 R0401037 I I / I / , I , / / , I -'--. / - / /1) s f ~ f\ .:2: I .::r / . -:--.-.-~'''':' -- , o 1= ::::::::j1::)O'=:::jf 40' SO' I BASE MAP FRpM The Ronhovde Archltect~ Inc, , .. I I I • , I "I ';1.," ~ ---~--/1 , ,. v- ~--'\~ "/ Iv j ,.;. Ib'I to h~ ,j i 1t11iv1 f?:7 II I ' )Ib Hd .~IH' ~r1»1 'P""'A:-I;/ ?t-~:.-v c:.; N ,.?t;;1~ ".u-.I f'''''''; "./-;/-1 t 1'1 .. -11 ,ivl~).' / ~II).1')W) I'll, ,,-0 10".,:' -7"-I ' ;. I 'I~-~.""'V NORTH c;. ~~ I ~ /j e;,L \-s l:.-- ~" / .. , PLANT I\I.\TERIAL LEGEND DECIDUOUS SHADE T1!EliS • 2.0" cali""r, B&<B •• 30' o.e. Norway M.pleJAc~, plaltlifoiMS Little Lc.' Lindrnll'WIi co,dal~ Red Oak/Que,,:us Tllbr" (,ONtH:I! T1U:ES· 6' hci~II', U&<B •• Il' O,L Arborvl.aeJl1ruju plKuta Nl::mflNuJ (irl!fln" Wesle", Red Cedarln"..;. plical. Sbore PIne/Pinus cuntott" l.ARGE EVERGREEN FLOWERING SIJRUBS -30" heiSb •• B&<B a.6· 0.<. Forest Flame PierisiPierisjlorilhmdJI PhotialllF'lrorina frazer; PortulUC:Ie LaurellPr""u.J /u.sullIIicd 1I1.IJGi: SIIRUBS -2~" hel~h'. ,oD.aiDcr •• J' o.c. Otto Luyken Laurel/Prunu! laurocerllSMs "Otto l,uf"e,," JapancJe HolI)l1lu-"r~naJa ~MALL .'LOWERlNG SHRUBS -2 ~allon con.ainer •• J' o.c. Oal'id Viburnuml Vibul'n"m davidi; CotoneasterICotone"~, sptcies Sarcococca/SarcoctJt.'Ca r"scifalia GR01JI'D COVERS -~ .. po".' IS" o,c KinnikinnickiAn_1ostyphyJlos uvi·uni p;ach) landr~Pad.ysundra I.:rminalu P[R[~~lAL COLOR -1 ~ .. lIon containers ill J' o.c. I! Cand)tuftJJb.:ris semp':l'1Iil'ens Da) UU,1Hemerocullis h}'b,ids, Red bluum I ! I ! I i! I LANDSCAPE CONSTRUCTION NOTES 1. CIeu .......... , nmovIa. III uadalnllic v.II. lndudla .................... kbcrrlea. Ko.ch • ..... aod popI ... _du.p IlOChldl •• roou. Lea ....... nclc III I ....... .,. ....... 8Imu_ '" below pavlna. ___ all c1cbrla r ....... 2. Pnw\cIc .Ial.". '" deptll 60-10 mix r ...... pt Souad T.p""l (l5J) 1»-437 ... all ""nob bed .. ScuiI)-.. b .... c1c b,I'OIOIIIII •• aod .dd Iopooil 011 Rnface. _Is IOplOil ..... Atb ....... liIorouply. Add .... 1IouI1op1Oil .. -.led 10 CODlour .I"ub beda tacludlal requlrod be ... .. 1 .rovIdo ....... 4" c1cptll6O-lO _II r ...... pt Sou.d ToplOil (153) 83J-0374 Ie all .ew I .... beds. ScarIIy .. bar" 'Y rocoIiUI •• aod .dd topooU 011 .. 11.., •• mix 10plOil od IUb ..... lIIorouply. Add IIIdilloalilopaolJ II _dell 10 _lour .. d Ind Ia .. ... 4. .rovIde.w._ Zoo deplb bl.ck Ogs blend b ..... r .. ukhl. III plotia. bed .. Mukh rl'Otll E'crcn 'arls IDd Sapply. Ev.ren. W .... lnll ... fW all pl .. lIa. beds ud lawa .reu 10 witllla I" 01 lOP of III curb. ud wilks. Slope III pluti •• bed ... d law. 'I'UIIO drua. S. 'rovlclc ... (1) year ........ 1)' ror III plaol .alUlli. lAd worlunansbip. 6. Locate. prolecl ud .void IIiInIplloa or III abov. lAd belo .. Irad. ulilili .. and lite r •• !Ure. prior '0 CGallnastloL COIIlnctor II rupoaalble for .. , ruulllal dam.&<. durlnl coDJIrvctioa. Call locale before )1IU elil AI 1100 ~U-5!55. 7, All ".rk perf_cd IIIaII_rorm .. il~ Ibe Clly of Ren'OIIlaadJcape IUId Irrlptloa requlremeDIS. codel .. d.peeIOS ......... .. Verify III quudll .......... on lb. plaollill and pl .... If diKrepaDcie ..... I betweeo .be ,raphic reprae.Ulloa od Ibe _eric 10111 .. Ih. lrap~k repre ... lall.a .hlll rul •. t. All plaollllal.""'lo be 'peel"",a qullily .. lib ruu •• ym .... risalu".k and folia&<, un ..... Ihe .... i"" IIOted. 10. InAtre proper drunl&< or all plao.ln& boI •• prior 10 la.lallio& plo. male rial .. If planlin. hoi., do Dol elrata or "lie • ., clay ",III .re .vlde.1 Co.llCllandlC.pe archil«l. 11, Coordinate elruaa&< and Irrl.llioa "ltII planlla, plaa. I 1 DEVELOPMENT PLANN'NG ell Y OF ReNTON MAR 0 4 2004 RECEIVED Lauchlin R Bethune Associates.Inc.~l':ii.::; ASLA'" . ' ?:{~~ >:. ' . ' l~~ : .. r">':. ' LANDSCAPE ARCHITIlCTURI:" :.' . URBAN PLANNING . , ENVIRONMENTAL PUItfNIING.';: :J .• ~ :>'"i"" '~ P.O, Box 1 .... 2 . :.' Maple Valley, Wu"'''_ 980~8 '.-' phone: (425) 432-9877 ". fu; (425) 432-9878 ,';, :"; .. ' e-maIl -:i'!,'~l • t, .~. Ibcthuoe@nliDd8priq.com ' .' .. , ....... _. __ .. " ,;" STATE OJ' WASHINGTON REGISTERED UUCHUN CERTIFICATE NO, 482 RBVlSlONS · " ,'.-, , · . , t ,I , ',\. " . " }. . .:, ,~ " ..... , . \ ' .' : · , .. " p' -.'-" -'., "~ ~ . . ' ''''--"", • ,- ---------..... ,--:'. ";. , -----------_. " ,,~ :- ,a& , , '.' -----------', _____________ (I' '., , SCAlI:, 1'-2CHr DATE I j I "r' "" DRAWN,WL OIIlUlB COPYIUGIIT m'! ", . . . .', : -'." ' .. .,. , .< , " > '~~' " " W·'·1 ' 11';,; .... ~, ,~ " , , , . , .... , ., " -' --===""",,,,"_ .. L_""'!J;;.oCOiCIS~-- STATISTICAL INFORMATION ZONING, LOT ADDRESS, LOT SIZE, LOT WVERAGES, BUILDING, PAVING I SIDEYiIILKS, LANDSCAPING, PARKING" PARKING REQUIRED. PARKING PROVIDED, (2) HANDiCAP ACCESSIBLE (B) COMPACT (23) STANDARD BUILDING DATA AREA, CONSTRUCTION, OCCUPANCY, STORIES, BUILDING HEIGHT, I 1M MEDIUM INDUSTRIAL 3B50 LIND AVE. 36,12'1 SQ. FT. (.54 ACRES) 1,5<15 SQ. FT. (21%) 11,625 SQ. FT. (4B%) 11,50'1 SQ FT. (31%) 4/1000 -MIN, 5/1000 -MAX = 30 MIN -3B MAX 33 STALLS (4.34 / 1000) 15'15 SQ. FT. 5-N (NON-SPRINKLED) B -RETAIL I 26 FT. , ' , , ---I ~ / I i-t0 I I I '. . , " \ ~~ r, • \ \ \ " I / I PROJECT NORTH ',,,.,,, , " _____ he' , TELEPHONE EASEMENT #l'lOSO'lOB44 SITE PLAN SCALE, 1"=20'-0" SITE BACKGROUND INFORMATION BASED ON BASE MAP C.REA TED BY HORTON DENNIS 4 ASSOC., INC. JOB # '1'115.00 I f;1I1 I 1(, ';!(INIII I NA MI N I II 'i)OW())/OI . , . , ':.' " \ "i EXISTIN6 PAVED ACCESS EASeMENT ROAD ~ '12063026% 4 #'1206302702 -,-- . '. --'--'-~' "_._-- ~ (/ . --+ -_.. -+-----1---/1 -+-+-~--t-+-f-----++-I~~+--------~-~~+---+---- "----PUll' RA-IL-ROAD EASEMENTT-'t=-:::. 20FT. UTILITYFASEMEfIT ----- II BII0210541 #'12063026% FLAG NOTES CD 10'xB' CMU DUMPSTER ENCLOSURE SEE DETAIL Q) filNDOfi OVERHANG ® CONCRETE YiIILK SEE EXPANDED PLAN SHEET AO.2 G) BUILDING FOOTPRINT ® LANDSCAPE AREA -SEE L-I ® NEfi SIDEfiALK PER CIVIL. EXISTING CURB CD EXIST. CURB 4 GUTTER @ EXIST. FIRE HYDRANT ® EXIST. TRAFFIC. SIGNAL POLE @ TO PLAT fiATER DETENTION POND ® EXIST. STREET POLE LIGHT ------------ DEVELOPMENT PLANNING CITY OF RENTON MAR 042004 RECEIVED I ! &&25 S. IClOth St. Svlte 6-105 KENT, V'iASHIN6TON Cl80B2 (425) 656-0500 • FAX (425) 656-0501 ronhovdearchltect6.com ~ ~ 10 q 6 5 4 2 W ~44 REGiSTERED \ I ARCHITECT TOR-JAN RONHOVDE STATE OF WASHINGTON z -I ~ 0 () en ~ >-W"~ Q> J: «UJ <C 0: ~ ;: W --I ... t-z 00 Z Lt)1-OOz W (W)w 0 a: ~ 0 -...... C'» ,... -...... (\I ..J « l-I--:e m ::J (J) ..J « > 0 a: a.. a.. <C z « ..J a.. W I--(J) I 2(1q/04 SIn: PLAN APPROVAL NO. DATE DE5c.RIPTION REVISIONS Slid I WNn::NTS, SITE PLAN ..JOB NO.. 2002.IB SHEET NO . DAAHN 6'(, LI'IS CHECKED 6'(, T JR DATE. 2/1Q/04 AO.1 " n w o M o " c, o M " " " , , , , • " 3 I·~- a 8 -• 560 78 2 ----·----------------------------!:I-!!i.?li-2..9--~----- I ! ,20' , 210882 S oil 83 Ae 0200 " .<:-._--_._--- ,w :-,M , ' ,0 ,M " ,-,0 , oZ , , , I , , , .' " 0' , , S.W.34TH&T 629 79 7-: -09 52 3 292591 SF 6 72 AC Q210 4 w • M , , V , o Z LLA 004-86 8604240962 o • o • , 80 ,.,.. ~ 0 1 ,." I , , " ~ " 0::> • , ~ ,..,;... I' ,.I" oz." (,~ ~~ ~ (.201 r 1, G 0 l,t'·~----------------;~~."8r'~4~.~'i';'~I~--------------------------------------------------------------------------!.~.~.~'~,].~T~I;.===~------------.l-.,l-~ SW 41ST ST a.7 RNSP LUA99-10 3 -SHPL PCl A .. ,," DEVELOPMENT PLANNING CITY o~ RENTON MAR llb4r2Q04 RECEIVED N M -.:3' -.5/ w 2a31. It; ~ 43 RD. "'01 _'04.&/ 911 .1. '<f4~T 1334.11 ".n. .. ~ T s .,.,,('" -~7 E KENT jl SP 86-11 ~ 8603060824 ~~ LOT 2 .. ~ a.7 20000228900001 PCl B ~Of·'7 401.17 • • • • , • ( • , I I I I I I I I I I pori I Pel I , 1 , ) 6 ' B w ;;. ,0 '0 ~ 'i'~ :;j z o o > c " " " ~ SW 6' S. 1SQ.TH 8T. 4~0 08 34TH ST 8 I,' 88-6-3 i'j -.. 3-30-31 2660550 -02-51 Pel --.~----~) o \X2S'S1 AC, C ~.w. 43RD ~'--__ 9103(.":03~"-~- -~ -. ~':;:j~. .... ., . "9~ .l~-l -.. ~ .<: :, ~ , '----- o ,~ t I I--I' I~ ,0 IZ , v ..... "'--,--, , I LOT 8 ...--./' tI.--..!...!5'1.,r, W 87-.50-+ W ..... 2D • ("Irfl ,l,(,4, ~ ~ ",.;> --~ _ ~"'r . .-= r --,=-"" -I nL t~~ __ - ,,-04 u --" '11' __ __ lorJ 125380 BURLINGTON NORTHERN"o '(., ~'0,\O ~ ~~ Q.ftILLlA IND'L PARK & C ~OF RENTON DIV. 1 o o , o N ~ > o o .... ;:; o o " ~ o • 392680 568 50 7 5 81·.'1 • 09 E 5W 34TH 5T -----' -JlO -a w/ , , , , , I wi "' o:r:n / 1214 S3 P N 88-36-37 \OJ 2:0075 SF - , ,0 0, .r>"'{) ,,0 _,M 241577 SF 01 5 55 ... : 2: 0fl0 : S.W. 41ST ST :>21 '" KOLL BUSINESS CENTER/RENTON VOL 1'14111-11 B 1:39580 SF ~ 35 AC w -7 50 400.0.5 LOT 3 88 137536 __ _ 6 1 W M "0 ~o "~ '0 0- z o " L o " J5000 SF 0040 uu; 59417 SF 0040 I-UJ <[ W :z: > I' I W ? I g ZI , -o z, , , , > ~I I II) 0: W ~I .:, ~ .., , ,-,.,') I' .,."1-.... '" g'~0Cl Z , , &>::.. . ~ , 2 ,5 ~ c V V C IT' C W w V "" '" ,,- '" "' '" rn " 0 0 N " 0 N ..... N 0; • U V W C 0 " ./ w ~ U )- U Z 0 c-z w DC ./ ~ c '( ~ CC ./ " 0 '( 0 c D- C ~ · u ./ ~ 0 f '" 0 C W "' " ~ >. '" ./ " c 0 E 0 c' 0 0 ~ ::; ./ cO ~ W L )- '" '" ./ " O· " -• if> U c \ 0 w c 0 E " u 0 CO ./ u ----------- LEGEND 0-;. STREET LIGHT D NEW PAVE~ENT __ EXTRUDED ClJRB I I I I I I I I I I I$> SANITARY SEWER MANHOLE o STORM DRAIN MANHOLE • STOR~ DRAIN CATCHBASIN D NEW CEMENT CONCRETE ~ FIRE HYDRANT • POWER POLL ~ WATER VALVE aJ TELEPHONE RISER C WATER METER I \ \ I 40' eX Row A I \ \ I - fiJ , ~ GJ I I - I / ~ 0j !s} ""C ~ - I I " ;1 :: (I !. ! ' I '.. ( 0" ;, / . I ! I I A I I I RENTON CYCLE PORTION OF THE SW /4 CENTER, OF SEC. 30, I / / I I I I I EXISTING SO MH RIM 16.06 IE 9.37 1 " E,S IEB.14"N CONECT ROOF AND FOOnNG DRAINS DIRECTLY TO EXISTING DRAINAGE SYSTEM W/O WATER QUALITY CONnROLS USE 6" PVC @ S~I,OO% W/ 6" CLEANOUT AT ALL BENDS TYPICAL EXISTING SD MH RIM 15.44 Ii' IE 9.55 15" E,S WATER METER ASSY o PROPERTY LINE ENTON STND DETAILS FINISHED FLOOR IB.OO RENTON, WA TWP 23N, RGE 5E, W.M, -....J/ .,'. ~ I • i I / I; / FINISHED FLOOR 18,00 INSTALL 6" SS CLEANOUT 5 FT FROM BLDG PER CITY STANDARD DEl AILS ! .. ' J I I ! I I I ~ II q I -"":"""'1---#4 T PE I ~ L I -+-~~~Lj-II STND FRAM & GRA V r- R 16.2 'i'r"n36 12" OUT ....• 'DRltAY !" : .'i )l.PPOAC TO d'l.C$. ------..., I 71 LF 12" SD $-t;,. "'" -0.50% \ LIND VE "- I ~'V 40' 1.:2' r---4-:~0;~ f . Row ,-'9. rt--_ o CB#2 ACCES MH o· , - - T & T I ~ 1 .50 IE 100 1 " IN I I O. 5 36" OUT AL - l:~::~~Jt::~~~~S~S~HT~P;-~2:l:-~:::-~:-~::J-~~~~~:-! '-'1--/' ----" 5" E ~:::~=="':::~~ 7 --306.59' - CONNECT TO EXISnNG S5 VERIFY LOCA nON AND DEPTH ----. 2B LF 12" SO TO EXISTING CB SL~I.00% "- CONNECT TO EXISTING CB RIM 15.33 IE 10.25 15" EX(SE,NW) IE 12.47 NEW 12"WEST --..:::,. C OUTLET CONTR~ "- RIM 16,15 "- IE 12.75 12" OUT ________ -SEE DETAILS SHT P-2 - PRELIMINARY SITE IMPROVEMENT PLAN END NEW CONC S/W AT SOUTH P /L EXTENDED NUMBER DELTA ANGLE Cl 130'10'26' C2 53'00'39" C3 03'26'04" C4 01'51'04" EXISTING FIRE HYDRANT ASSY RADIUS ARC LENGTH 30.00 68.16 135.00 124.90 1960.00 117.49 2040.00 65.91 o ~ .. .- Scale 1" = 40' CONTOUR INTERVAL 1 FEET BENCH MARK --------- ~ ,.. « ~ C> :r z ,.. ~ :J u.J -' -' « SW 39TH ST ;; u.J -' w « C> (J') '" « 0 PRlilFrT LOCA nON PROJECT VICINITY MAP (NOT TO SCALE) LEGAL DESCRIPTION LOT 1 OF CITY OF RENTON SHORT PLAT LUA-97-159-SHPL, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NUMBER 9805219013, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON SITE DATA f3ITE ZONING: R3 DUPLEX/RESIDENTIAL ~OT AREA: 0.84 AC 36,729 SF APPROXIMATE ROPOSED USE: ARCEL NO,: ITE ADDRESS: : \ SHEET INDEX PF£LlMINARY SITE IMPROVMENT PLAN S'TpRM DRAIN DETENTION SYSTEM DETAILS ENT PLANNING DEV~N~~F RENTON MAR n 9 200~ IVED EXPIRES 6/~/2005 I P1 P2 --~----------------~,,~m,~!~~?jt~. ----__ .. _~ ___ ...... r·iIoh"IIIiWIlliIrj".!t-i ..... -"" • 0:: >Xl <-> ... C'O E-::z::: 0.' o~ -!!:"" .,,J, -0", CL-'" "0 ::::> " x o~ c::::> .....J • >Xl 0:::: ",C'O "", 0"" ~ . en ( 'S r;) .-"" ~ "0 , -"", ::z::: "", Ul N -...:"..c: 0:::: :5..0... 'uN LL.J .-.... "0 LL.J ">Xl ::::;; C'O ::z::: :-;:""< -O~ ~ ...: :z: 1 " ... ",><: LL.J ~ ., . .,bj C/) " '", 'l/ --.J c:i< "" LL.J OO~ ,,'" ::x:::: ._ >Xl --"->-"'0 "'" 0:::: o >Xl UN A. RYKELS DESIGNED BY 2 2 2004 DATE 004-101 PROJECT NO. SHEET P-1 2 OF Ul Z 0 Ul 5' L.o.J c:: g ,~ , o ~ v m c o o /" '"' " u e- u ,7 o c· Z w '" /' m ~ u ." e Q. / m u '" 2 Q. " c o m ~ c v E o u o o /' u TOP OF TANK 14.00 270 ~---1f-~-+-TOP DEAD STORAGE 13.50 36" 12 GAUGE CMP PIPE H---APWA TMT 1 FOR WATER QUALITY TREATMENT ~~~~=j----IE DETENTION TANK 11.00 2" THICKNESS CLASS "B" ASPHALT PAVEMENT 2" THICKNESS 5!8" MINUS CRUSHED ROCK TOP COURSE 4" THICKNESS 1-1 !2" CRUSHED ROCK BASE COURSE COMPACTED SUBGRADE, NOTE: GRAVEL BASE MAY BE REQUIRED, DEPENDING UPON SOIL CONDITIONS NOTE: THE DETENTION TANK IS TO BE PLACED ON A STABLE FOUNDA nON \\HH IMPORTED PIT RUN MATERIAL AS REQUIRED PRIVATE PAVED DRIVEWAY ... -.~---_ .. ------... "-' .... -------.... ----. -. Hi ... _._ .. 14 ...... -.-~ .. r-... 12 .... ~---r-..- 10 r-'-'--~I---'" .-----~.---.. -.. -... -. .. 8 :::::..---+---.... -.-. r----.---~ .. ---.. -. -. A RENTON CYCLE PORTION OF THE SW /4 CENTER, OF SEC. 30, RENTON, WA TWP 23N, RGE 5E, W.M. STEPS OR LADDER OFFSET, FRAME & COVER ELEVATION PER PLAN VIEW TOP OF TANK 14.00 ~ 2FT 36" 6" MIN FLOW LINE OF TANK 11.00 CMP FOR ACCESS , "I i :, , ,: i III III I " , , , , III II I III "1111 FROP-T SHEAR _-" GATE W! RIGID REACH ROO 2' ---INSID DIA --. 2' STANDARD FRAME AND GRATE RIM ELEV 16.50 CHAIN 220# CAPACITY SLACK WHEN GATE IS DOWN 1 " (POLY) SAFETY TYPE MANHOLe STEPS LOCATED AT 12" O.C. SET STANDPIPE OVERFLOW TO ELEV 13.50 PIPE SUPPORT -3"X.090 GA BOLTED 2" INTO WALL AT MAX 3'-0" O.C. 12" SD III lllJllALL . IL 11 00 12" au I PIPE SUPPORT -3"X.090 ~A BOLTED 2" INTO WALL AT MAX 3' -0" O.C. LOWER l' END SECTION PIPE ATTACHED W! GASK;::ET,-7''-------L-~------' SOLID BOTTOM PLATE WELDED TO PIPE W! NO ORIFICE BANDED JOINT FOR EASY REMOVAL SOLID PLATE SHOP WELEDED TO CMP ARCH PLA TE IS TO BE SAME GAGE AS CMP, AND SHALL BE TREATED W! APWA TMT 1 SIMILAR TO TANK 87" 63" I---r'----~ eMP RCH -----I " NOTES: 2 LF 36" CMP INT~ CB 0 0 I- 5151 • NX ~UJ 1. METAL PARTS. CORROSION RESISTANT; GALVANIZED PIPE PIPE PARTS TO HAIlE APWA TREATMENT 1. 2. FRAME AND LADDER OFFSET SO: A, CLEANOUT GATE IS VlSABLE FROM TOP TYPE II-54 CB B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE C. FRAME IS CLEAR OF CURB. Crp CB SOLID PLATE SHOP WELEDED TO CMP ARCH _,-c~TE IS TO BE SAME GAGE AS CMP, AND SHALL BE TREATED W! APWA TMT 1 SIMILAR TO TANK TYPE II-54 CB PLAN VIEW CB #2 ACCESS CATCH BASIN OIL POLLUTION AND FLOW CB #1 CONTROL DEVICE, TEE TYPE (FROP-T) -------._-_.-._--- CB #2 YPE II-54 1 w/ S ANDARD FRAM & GRATE ",M 10.OU ..... ------itrr.o 36 OUr n IE 13.50 12" SD IN SEE DETAILS 1 IS SHEET TOP OF PIP 14.00 TOP OF WET POND UtAU , 1 j.~U 90 LF 36" ATER QUALITY ANK 12 GAUGE C P APWA TMT 1 SL=O.O% .--.. -. ~.w/.:J-'JP:'~ /.:J-CORRUGAT £, ..... ----.- BonOM 0 TANK 11.00 . ... -.------.... -.-~-~ .. ..--~.-c-..... --.t---- CATC BASIN #1 TY Ell-54 oum CONTROL PER DETAILS 'HIS SHEET :r W / STA DARD FRAME ND GRATE RIM 16.50 ... ---'--I---"---'-"'~ -.. --'-'" '--"--!E"-,uu 00 ",' IE 11.0 12" OUT ....•... 28 LF 12" SD S=050% PROFILE STORM DRAIN DETENTION/WATER QUALITY TANK 16 14 12 10 ONNECT TO EXI T SO MH / NEW 12" SD -rru"'ttj3 EX-GF ATE I 10.25 15" EX NW&SE I 10.86 NEW 12' SD WEST IELD VERIFY CL ARANCES PRIOR o CONNECT TO EX MH EXPIRES 6/4/2005 I MAR 042004 RECEIVED _N • C:OO <-J '" 0> E-:z.: 0.1 o~ !ji<O ",I -o[(l 0-N "0 ::::> c: x c~ c:> -' .00 e:::::: ",0> c:"" 0<0 <..!:) 'V,j I 's; r;; .-<0 <..!:) 15';' """ :z.: Ul N -":..c= 0:::: 8.<L 'uN l.LJ ,-.... c:o l.LJ "'co ::::Eo> :z.: '0> ..; <..!:) u~ ...: :z.: I Iii ",,", l.LJ ~ '" . 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I I I I C) , ('oj - lth-'----------tt) ~ , i'f) (~~-:--+-----t-r--__ -r--_LhL~=r----FIr===nIf----_------j-.. -------[----[------------------~ -f0 ~ "'f I I I I If) __ . ___ .1 I I I W , I , C> , I ('oj ~ , , I ('oj -----L (D~ ~~----+---t------r--t-t------+- ~ 'I" , If) r o , ('oj '? ~+---------+-+-------+---~r-------r-~~------~---m ~-~~J----------Lf_'r==~-~=Lr--J-~~~~r==~----~--4 Q) -'I" ----.---~ VD1-~ \ I -.../ ---_ .. _--- -.". -/-------._.. ---. ----------f--------- - ! h C) , N (E "'-l-------Io-------1r-t------l--t--t-----t---t-t-----t--tL-L_-::.:::_- \~ ( v,-" \ \ E I <l:) -.../ , N _____ ,fJ -C6 J ---j---i---t----t----+---+-------+-+------i 12'-0" 5'-4" 12'-0" 5'-4" 12'-0" (1 21-8" \ 3 I -.../ ~2'-B" 2'-B" 5'-4" 10'-0" 12'-0" 12'-0" (4) '----" 140'-0" 1'-0" 6 1-4" 12'-0" 6'-8" DEVELOPMENT PLANNING CITY OF RENTON MAR 0 4 2004 RECEIVED 6b25 5. I'loth 5t. SUite 6-105 KENT, J.o'IA5HIN6TON '1e032 (425) b56-05OO • FAX (425) ~I ronhovdearc.hrtec.ts.c.om I / ~44 REGISTERED \ I ARCHITECT TOR-JAN' RONHOVDE STATE OF WASHINGTON w z ..J 3: 0 U en ~ >-W ~ () > ::I: <en <C a: ~ 3: W t- Z W U -. ..J .. Z 00 lOt-COz C9W a: ,., I ~ 0 ....... CI) ,... ....... N ..J <C I-- I---~ m :::l UJ ..J <C > 0 a: D-o. <C Z <C ..J 0- W I---I / UJ I 10 q B 1 b 5 4 3 2 I 2MI04 SITE PLAN APPROVAL NO. DATE ~IPTION REVISIONS 51 U I c.oN1'1:NTS, FLOOR PLAN JOB NO.. 2002.18 SlEI NO. I DRAI'foI 61'". U"6 c.HEc.1<ED 61'". TJR DATE. 2I1V04 A1.1 ~ --_. r !\ I····· .. . . I .. ... . . 1 I . . .... . ..... 0 . .. . ....... .. ..i' .rI-.-...... -:\. ~,-, -.. . ... . ..... . '"'' ... .. ~~-~--... ... ... ..... _ .. ..:.-.... ... . .... ..... .. .. .•..... ....... . ... e., f· .... .... u.,, __ .... ~ .. . ..... _._ ....... ---_ ...... _---.... -_ .. -........ ·1· .: ••• :. I . .. ... "'II ... ... I· . .. ...... . _. ~ ..... ~.v __ .v» _ v. . .. .. . ... ,~""~"' ... v. 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"0""' __ ·""""_""_"" '" ~ ~_."o .. o~>" ____ "~_"_ •••• _ ••• _. _ •••• __ •• __ • ___ • __ .". ___ .~ ____ ._"'_'""' ,. " ... > •• "~'~'~.~' ....... '".'"'""'"' .. , .. , ... ~"' "., •• " •• ~, __ • EAST ELEVATION SCALE: 1/1'''=1'-0'' SLATS \.6" CONe. SLAB HI 6x6-rlL4xrllA rl.HF II~ h, ..r =~ It 12" THICKENED ED0E HI (I) CONT. 12" DEEP #4 r' B"xtJ"xI6" SPLIT FACED C,MU YWL 6'-0" HI0H (SOLID 0ROUT CELLS) HI PRE-CAST EXPOSED CONC. CAPS. (PROVIDE #5 BARS @ 4tJ" OL. VERT. 4 (2)#4 BARS HORIZ. AT MID 4 TOP COURSE FM = I500PSI SIDE ELEVATION DUMPSTER ENCLOSURE PLAN VIBi SCALE: 114" = 1'-0" .. . . . . . . _. I . ..... : .......... ... .... . .. 1/ ... . "~ .. "" " '"' ""' ... . .......... ll' ~ II It II IIIIL " ... .. . 0 .. .. ...... X X ...... . .. . ...... '" ... ... X X . .............. ~ ~ SCALE: I/tJ'=I'-O" 2 . ......................... . ,,,.0<, , ... ,."" ...... " •• v .... ,'" vv " "" .. ..... ......... .. ...... .. . .. .. .... , ,--. ...... , , ..... .. > < 5CHE:MA1IC SECTioN .. ------ FLAG NOTES CD o CD 8) CD o G) o FINISHED 0RAVE PAINTED CAP FLASHIN0 PIPE rllNDOH OVERHAN0 -PAINTED METAL ROOFIN0 CMU PILASTER DOOR -SEE SCHEDULE TEMPERED SAFETY 0LAZlN0 LOCATION ALUMINUM STOREFRONT 0LAZIN0 @ TEXTURED CM) / • • •.• ·1 . •• ·11F-'7.f1 m:: J' NT PLANNING DEV ~\{~~ RENTON MAR 0 ~ 200~ o THE RON HOVDE ARCHITECTS L L C 6625 5. IGfOth st. SuIte 6-105 KENT, HASHIN5TON Gfe032 (425) 656-0500 • FAX (425) 656-0501 ronhovdeorchltects.com ~44 REGISTERED \ I ARCHITECT TOR-JAN RONHOVDE STATE OF WASHINGTON w "z ...J ~ 0 (.) en ~ >W z " > :E '-' <C tn <C a: ~ ~ WI-- z I-00 Z LO I- W co z (V)w () a: 'lilt o ...... CD ... ...... N ~ l- I--::E m ::l tn -I c( > o a: D.. D.. c( Z c( ..J D.. W l-.-tn 10 q 1 5 4 2 I 2M/04 SIn: PLAN APPROVAL NO. DATE DESGRIPTION REVISIONS 51 EEl CONTENTS, ELEVATIONS .JOB NO., 2002.18 SI~=I NO. DRArtI 6'1". LHS GHEGKED 6'1". T..R DATE, 2/IQ/04 A4.1 \ , STATISTICAL INFORMA 1110N ZONING: lOT ADDRESS: LOT SIZE, LOT WVERAGES: ElUILDING: PAVING / SID£:I1ALKS: LANDSCAPING: PARKING: PARKING REQUIRED: PARKING PROVIDED: (2) HANDICAP ACCESSIBLE"'" (8) WMPACT (23) STANDARD BUilDING DATA: ", ARE.A: WNSTRUCTION: OCCUPANCY: STORIES: BUILDING HEIGHT: " -r- , , 1M MEDIUM INDUSTRIAL: 31750 LIND AVE. 36,12~ SQ. FT. (.84 ACRES) 1p% SQ. FT. (21%) 11,625 SQ. FT. (48%) 11,50~ SQ. FT. (31%) 4/1000 -MIN, 5/1000 -MAX = 30 MIN ~ 35HAX 33 STAllS (4.34 11000) ,', 15'15 SQ FT. 5-N (NON-SPRINKLED) B -RETAIL I 26 FT. -, -L Q, PROJECT NORTH . __ 'F' ' .• : -;:.:--",' 'r .'_ ,-',.' ."" ".",:',1--" ':l a, '1-0 :' c.:_ , .... ~,',"',. "':"~':' ~,:«-'>1'i·'¢\\ "", '-":.,,:"",,~' '-" ' ':!';'",~":-,",, "-' ,.\.,:"," _ -1:,,1,": ~V"l_" "."Cr -,; "., (ofF" '''",''~'J.''~~-\1,:' '0:,-;,·;.:-':.,' .. -.$":.-.. ·._,,-,-, <-f'-.:'" H' , _, ," " 7.', '," -< ,,,,-.-~,;.;,"",.' ,_ "'-,,-,-' ",,, ,-" ' ! -" ; .-; """'''V''',p -'.. .' 110 .,', " n_ '-, " .,-. -,'" I TELEPHONE EASEMENT #1'1050'10844 SITE PLAN SCALE: 1"=20'-0" SITE BACKGROUND INFORMATION BASED ON BASE MAP CREATED BY HORTON DENNIS 4 ASSOC., INC. JOB # '1'11500 ----' "-"'-._----,---" ---- ,---TRAFFIC SIGNAL EASEMENT ~ '1206302101 " ! -------,-________ J..._" ____ , ________ •. _ . \ \ 1 <.-t_ "t ''-1;' ,":,. , " ------ , . , .. , EXISTING PAVED ACCESS L//,"""" '-A~!l;1 ROAD # '12063026'16 4 D 33 PARKIN6 STALLS 25'-6" 21'-0" , " i . I' I I , i \ " 1\ I " --t-=--=--F'LAT RA'--C-I-:-L -:--RO-'-A-D EASIEMEINT--e--=20FT. UTILITY EASEMEfIT -- # 8110210541 #'12063026'16 FLAG NOTES CD IO'x8' CMU DUMPSTER ENCLOSURE SEE DETAIL Q) ~INDO~ OVERHANG , I \ I ® I WNCRETE ~LK SEE EXPANDED PLAN SHEET AO.2, <]) ., ElUILDING FOOTPRINT ® lANDSCAPE AREA -SEE l-I ® NEI1 SIDEI1ALK PER CIVIL EXISTIN6 CURB G) EXIST. CURB 4 GU1TER ® EXIST, FIRE HYDRANT ® EXIST. TRAFFIC SIGNAL POLE @ TO PLAT ~ TER DETENTION POND ® EXIST STREET POLE L16HT ------- I / 6625 5. l'IOth 5t. Suite 6-105 KENT, JtolASHIN6TON '1e032 (425) 656-0500 • FAX (425) 056-0501 ronhovdearc.hltects.com 10 q 13 1 5 4 " 2 REGISTERED ARCHITECT TOR-JAN RONHOVDE STATE OF WASHINGTON '. . ... o ...... C». ,... ...... C\I -I « l- I--::E m ::l (JJ -I « > o a: 11. 11. « Z « -I 11. W I--tn I ;I/1Q/04 SITE PLAN APPROVAL NO. DATE DESGRIPTION REVISIPNS SIILL I GONTfNrS. SITE PLAN .JOB NO .• 2002.113 Slidl NO. AO.1 " GHEc.KED 6'(. T JR DATE. 2/IQ/04 -.-----~. .. ... ...... .......... . .. ' . .. -.... ,_.', ... ........... . .. ... ................. . . . .... .... -.-~~ ... " .......... " .. "".-...... . . . ...... -............... . ....... " ... . 1Irr=='..lI'~ .·.·.·H . II *mll~ :: .. ::;~ .. ~:........ ~1~ J..===ll===iF=====lI·· ...••• 1l==~i====I!===lI1 . ..... · ......... . ..... · ::::: I -"". 11--....Jl,..---JL..-",""I: .I--....Jl,..---JL..-....JI . .•.. .................. .... I·· • · ." ... ",,' "" .... "...... ........... .. ........... ~ .... _-......... -.•....... · --' --.-.----------.. .... .' · .. -.-" ---,---"-'''-,,, ...... ,,-.-. ....... ,,". " .......... .. ... _ •••• c' ......... ' ...... ---,--+=-,l-"",","-,.jb,.---4 ........... , .. , . ".""~u". "" ..... _ , .. , .................. "",,'" -- -.. __ ,_". A_ ._" ••••• _ .. "" ......... . "" ...... " .. ",. · .. -..... ' .... . . ' . .. '." .... ',:::" ............... . WEST ELEVATION SCALE, 1/8"=1'-0" .. . ,," ........... . .... ... ...... .. .. ". ,-, .. " ... " .... ' ... SOUTH ELEVATION SCALE, 1/8"=1'-0" . ."-. .-.-.----.. -...... . .. ,,"""" "_ .. --------" .. " ...... ~ .. ------"" ".. , ............ " ........... , .. -.. ............... , , EAST ELEVATION SCALE, 1/8"=1'-0" SLATS t 6" CONe. SLAB f'II 6x6-f'lIAxf'lIA f'I.f'lf. @"\ Ii 12" THICKENED ED&E f'II (I) CONT. 12" DEEP #4 .r-I 8"x8'xI6" SPLIT FACED (;t1J f'lALL 6 '-0" HI0H (SOLID 0ROUT CELLS) f'II PRE-CAST EXPOSED CONC. CAPS. (PROVIDE #5 BARS @ 48" o.c. VERT. 4 (2)#4 BARS HORIZ. AT MID . ..... . ....... . II==~F==== .: "'" Ir--Ir----- .... .... .. i· () / ~,-G) ............... ."" ....... -....... ~ ........ . .. '" ",. ..... "" .... ,-,.. . .......... ~·iL 4 TOP COURSE FM = 1500PSI ('>-.r FRONT ELEVATION SIDE ELEVATION DUMPSTER ENCLOSURE PLAN VIEf'I SCALE, 1/4" = 1'-0" , ------------____ .l ___ _ j) !\ .. _---, ~ l;t ....•...••....• \ -". , \ "'~ ~. . • " I ij / .... \ ......... / I~I\I! ~9U !i ... ' ... (i) / ,'---( NORTH ELEVATION SCALE, 1/8"=1'-0" (:.i) I~ .. .. ' ". 0 .•... •.••••. \)(/'"",1lI+--( 1-" )I.. _..11.---11.--1: I 1/\ ... II·" ....• " ...... I,' ·I'V ..... ..... ........ I~ FLAG NOTES CD FINISHED GRADE <2) PAINTED CAP FLASHING CD PIPE f'lINDOf'l OVERHANG .. PAINTED 8) METAL ROOFIN& CD CMU PILASTER (0 DOOR -SEE SCHEDULE G) TEMPERED SAFETY 0LAZIN0 LOCATION , ® ALUMINUM STOREFRONT &LAZI~0 @ TEXTURED CM.! \ I fJ SlJLh 1b1~ GHU i--lAU-- ;, 'c.f' "/,,-/"lV'7 ~~~1 UI~ ~~IO~ > < ST6a. PECk.ING f::.>..:. F~I:5D ..J 01 S, T FI-<'Atv1II,JG SCHE:jv1Ail C SECT lo~.J 110 I;;; 11-0 Ii \ " ------_._.-----.- THE RON HOVDE ARCHITECTS L L C 6625 5. Ic:rOth 5t. 5ulte EH05 KENT, HA5HIN6TON c:re032 (425) 656-0500 • FAX (425) 656-0501 ronhovdearc.hlt:ec.t&.c.om 5 4 2 ~44 REGISTERED \ I ARCHITECT W "z ...J ~ 0 () CI) ~ >-w z " > :E '-' « U) a: c <C z3: W:::i .. I-0 ~ Z ID I- W GO Z (l)W o a: ~ o " CJ) ~ " C\I ~ .... .... -:E m ::l UJ ..I <C > o a: D.. D.. III( Z III( ..I D.. W I--UJ APPROVAL DATE ~ISIONS 511&1 CONTENTS, ELEVATIONS ..JOe NO., 2002.1B 5"&1 NO. DRAHN Bl', Lf'6 GHEGIQ:D BY, TJR 2/1'1104 A4.1 'C' I I .r- I I I . If? I . ', .... ".' t .il· I I , i' , '.':;, tl' ;:'1 ' _~ 1, ., i{; ,I , !, ~ , I j: ,".' I '1'. ) ,,:-',,,, ;:;-t,i I I I I I I I ~~vl+1:;;;/ .?/'t1 f::~ • olg .2& ,.0- r==:::l[i 1 40' SCAU;II'-2Q-o' BASE Ml\P FRPM The Ronhovde Architects. Inc. ,r '/0l ~ 'I • ,io..-"""" , 'SO' I I I • , . ', ~~;ilO'fI f~J(!.I/"/ ~Mv1)INt, "?t1?~ M~j I ft~~ ~I ft."i/I~ltt." "?t~iM,.,v7 !/b?11;A1<)Wl I-';rV'ih -ff .. tPJ-? '---UI~t~fl? 1 ..... )·1-:> •• ~~'IJt;v"J 1ri f.--· u.:.;.,j Pt:?ft-7 ______ --J , . NORTH o --_.,. __ .. I i· '11-' I-'-! I ,:..:..::....::::..~.. ._-.. :...._. J PLANT MATERIAL LEGEND ~ ~J DECIDUOUS SHADE TREES· 2.0" .allper. 11&1101 30' o,c. No".,y MaplcJA.", plUldltoidu 1.1111< Lear I.Indc:"I1·/Iw eOl'datu Red Oak/Qu .. ,,-'ul , .. b,u CON In:R TREES· 6' hclahl. 8&11.1 11' II.e ArburvU.ell'huju pikUl" "1::mflr"IJ (in',-n" Weslern Red Ced.rll'lt_)" pl/catR Shore PIne/Pinus l.:untorta I.ARGE EVERGREEN FI.OWERING Sil RU liS • lO" beiShl, 8&11016' o,e. For •• 1 Flame PlerhlpUrlr jlDI'Iil_nJu Photl DlalPhOlilfa Irateri Portuauese LllurcVPrunu,J lusilllnka H[U(iE SHRUBS ~ N" height. (ontainer at J' o.c. Otto Luyken Laurel/Prun.,! luunx:erusws HUtto Lw)'ken" Jilopanue llolly/JJa-,'renUla SMAI.L .'1.0WERlNG SIIRUBS • 2 1I1110n cUlllliner al J' o.c. Dnid Vlburnum/Jliburnum david;; Cotoneliliter/C'otoneculer species SarcococcaJ.\'UfL·O('O(·cu rllsl..'ifoUlJ GROUND COVERS .. 4" 1'01> 0118" O.C KinnlkinnickJArc.1oslyplryllo.f uvi4unj Pach,'landraJPu(:h),stJlfdr4 termint:JJis PERENNIAl. COI.OR· I g.UOQ .on .. ino" al J' O,t, Candytuftllbl!ris J.empef'llirens Da), LUlylHemerucallis hybrids, Red b/()Qm III .~·I·'I' . _0 ' ., .-')' , LANDSCAPE CONSTRUCTION NOTES L C1ea. 1U1It ...... by l'UIo>ial all undesirable vqelatloa ladudlol"----. b,*,kllerrles, Kotcb 11-IDd poplar ,"dli ... lacludill" roou. w,ve _,rade Ia ,-"",ape areu a111imu1ll 6" below p.>iDa. !IMIov, all debrla rro. lit .. 2. 'nmde IIIln .... ,. deplb 6O-IU 11111 r.-I'll'" Sound ToplOll (UJ) IJ3.0J14 lit all ,JInob beds. Scarify IUbarade by rototJU1n1 aad add topooll OIIlUrr_, noll topool1 IDd IUbllradc 1IIo_&IIIy. Add addlllOllai topsoil u _d to COIIlour .b.,.b beds IacludiDI "''Iulred bem .. 3. 'ro>id, IIIlnillla .. 4" deplb _ .. b tna haec Sound Topsoli (253) 833-0314 III all ne" lawn bed .. Scarify IUblrade by rocotlUinlIDd add lopool1 on IUrraee,noIIlopooI1aad 1Ubp'ade IIIorouply. Add addillonal lGpooll II _lied 10 conlour ud levella ..... 4. Pro>ide mlai ...... 2" deptb bl.ck ane blend b ... ·nr ... kb 10 all pl •• tina bed .. Muleb trom Everell Baris 'pd SMARIy. Everett. Wllhinat0n. rill all plutin, bed, and I.wn a", .. to wltbla I" of lOp of all Cltrb. ud wain Slope all planlla, bed. ud lawn .", .. 10 dral •• S. Provide _ (1) yea, "arrUI, (~~;.II pilOt ",altriaJa and workm ..... lp. 6. Locate. proleet a.d avoid dl,.,.pll,.1\ ot all above ... d belo .. ,rade utilitie. aad lite 'C~III",' prior 10 eo .... ru.l108. Conlraclor II ""pon'I~Ie.~rO" ~y ",...ltl8il damaa .. durin, eoallruetioL Cailloe.te beto", you dl& all 800 42-1-5555. \ , ...... . . . 7. AU work pertofllled oIIail eonform;'!iith the Clly at Reatoa luds .. pe ud Irripliiloi·",qul",meall. cod .. lAd .peclncatlO8.. l •• Verity all quantilie. "'own on Ih. 1,lonlll.1 and pl .... If dls<rcpancle. ellll betwee. th. I,.pblc "'present.llon and the AMmeric tOlaI'i Ihe Irapbie represenlatloa .hall .,.Ie. 9. All plaal"'.lerlal. to be 'peelme •. quality "itb 'all. '1m_rlc .. lnank and foli .... aale .. olh.",·i", DOled. ( \ 10. In.ure proper draina,e of all pl,nllna hoi .. prior to IWI .. linl planl ... Ieri .... 11 pllntlna bole. do nol drain or II b.avy clar 1011. are .>iden, tonla.lland ... ,. arcbitetL II. Coordinate dral .... and Irria,liq. "itb plullnl pl.n. 'i ----.-.... ---.... , . r- I , I,. ,. ] ,. t ! I ! I 'r' Lauchlin R B~Pl\:~ LANDSCAPE URBAN P.O. Box lM12 1; Maple Valley, W.~ .' ••• I pbone: (42') 432-~877 ," fax: (42') 432.91J.78 e-mail: . '. STATE OF' WASHINGTON REGISTERED LANDJIC~E UUCHU}I CERTIFICATE NO. 462 REVISlONS . . , '-'i', ;-~,' .' V~~'· Uf?-V~ '., I . ", vft1t7~~;: '?C/ 19': , c ., . r.I~l~ : ., . Ii" ~:" ," ' JOB NO. "24102'; r' .. i . . . " : , .:.".1. . , i ,./ ~~~flj:)1 ;;'(1 SCALE, 1'-2O'~ DAThI)I~04 DRAWN:WL. CHK: LIUI COPYRIGIIT alO3 > , '1 -, . ! 3 2 RENTON LLA 92-090 210882 <l.B3 Ae 0200 I ........................... ",. , .... "~'~f":'ti''''''~' ..... . ....... ........ ........ .. .... ;,: w " , o " , o " , o ("), -,. [j)G191 SF l~ 9] lie 0240 s.w. 34TH ST --.--.-- 29<:)091 SF 6,7~ /l,e Q21\) 4 LLA 004-86 86,0424'09;32 E]/ 205333 SF ,- 4.71 Ae / , , -' , / / , , ___ • __ N e9-o~-o8 Ii S.W.39THST 517,06 141790 3.25 AC QOIIIl N 88-55-3 .. "" 14.~:c.ZO 3 30 a • a • POR. 0020 (" ZO I '--J.-_~~~----------~~=-CD-...J-.U SW 41ST t;. 7 t;. 7 RNSP LUA99-103-SHPL PCL A LOT' • ~. + N . , ~'!! KENT I' SP 86-11 ~ 8603060824 ~ ~ LOT g .. ~ 20000228900001 PCL B .. ,,,,.,. • , 3 -.......... --. --- I 67 67 Pori , Pc 1, B I c' .,:r~l 'I -;;m , " ~'g E ,!, Ol ~ Z " o , c ~ " a " .387-51·o9~ SW 34TH. ST SW 39TH RN SP LUA-96-146-SHPL LOT' TRACT B 1 Pc 1 BBB.2S(,sP) w c ,~. ..\\ --,\'--'1 I, 1 I~ • I I~ I~ < I~ I~ Y I ... -~---I'" !;:-----=-;--... -...... ----. I I sw 34TH 9 ------------: -~------- ST S137- I " I I. 0"" I I' i I I l / --~---.. I I rg / ~ I I?! LOT B I LOT I LO LOT 8 V / -------'+-+-f"------I-------/ r-1L..,.,~~=4-4\---------I------/---I--I----------"*"-~~ ~ 2 LOT 2 , , " o I' w ;; ~ N '" I 1 : ~ LOT 7 ~~~'".--t#~L-~---~~ ~ ~ ~ LOT 2 ~ , 1'0-----.. : -_ .. --:>;J-..t.::':!c2~:::· ~":'A. ~.;.,' A -.:;, '0 -,,;; ~ . -, /./88-09-!J1 W l!!7S.SZ. 40' PvT. Acc...£:Io:5 E"S.n7T. LOT 3 >-W -1 -1 ~ o 'I'f) w en .. L._ ... ··-· .. ·-.------.:'r-I~n,. 125380 BURLINGTON NORTHERN,0G ~ f\Cl ~ ~ Qf.lILLlA IND'L PARK 6 ,,'-1- F RENTON DIV. 1 o " 392680 KOLL BUSINESS CENTERI Vot..l~le 8 , , , , , , , : , , WI " O:C1l ',0 0, 0,. '"0 _,M 2H577 SF 0: 5 55 A:: z: 0110 : , I , .------ I ! • 2odo75 SF 00:)0 , I I N 1a~580 SF <I 3.5 AC S.W. 41ST aT LOT 3 "roO LLA 016··85 860213900 r.;,l--.....,i5S~c:~rJ \')." 1375.36 __ _ 1391318 SF ""'" 6 3~OOO SF 0040 258888 SF 00Il0 o • par. DOlO 59417 SF 0040 • o I " ~ CL: W • o. .':r 1. l' ~ '0'\, g:0~V z 1.BS AC: 8011 . 38740 SF 0114 , • :,! '~, ~' •.. ' . , --------- • ---------------------------- -I I I I I I , I < -, < , l . , < , , I I LIMIT OF WORK I I LANDSCAPE PLANTING PLAN 0 10' 20' 40' 80' I I (jJ SCALE: 1"=20'-0' NORTII __ -PLANT CENTER G ROW -------8--::~r~v----_ SPACING AS NOTED ON PLAN (TRIANGULAR) SET PLANTS" ORIGINAL ,,--DEPTH" FINISH GRADE, PRIOR TO SPREAD MULCH, ~;;~r----2" MULCH (TYPE PER ~ SPECS.) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE BUILDING SOIL MIX ~ "- .~ i ~ C'( ,., r';;:~~~-NEW SHRUB ,:.4 . . MULCH ~B PLANT: REMOVE BURLAP & TIES FROM TOP OF ROOT BALL 4"~ ~..p-,~'---CONTAINER PLANT: SCARIFY ~@l;~~~~ SIDES OF ROOTBALL 12" MIN. ""'''-'-COMPACTED SOIL MIX SUBGRADE DETAIL: SHRUB PLANTING NO SCALE ... • + • • + + + + + + --- PLANT MATERIAL LEGEND * Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size trees: LLC Layland Cypress x Cupressocyparls Ieylandll 6'hgtlB&B * WP Wlndmlll Palm Trachycarpus fortunel 6' hgtlBare Root shrubs, NZF New Zeland Flax -Purple Phormlum tenax 'Autropurpurem' 2 galleont. * OLL Otto Luyken Laurel Prunus laurocerasus 'Otto Luyken' 12-15"fB&B. Matched PG Pampas Grass Cortaderta selloana 15 galJcont. SD Stranvaesla Stranvaesta undulata 24' hgtlcont. * STM Strawberry Bush Arbutus unedo 24' hgtlcont. symbols/ground covers at triangular planting' BF Blue Fescue Festuca ovlna 'Glaoca' I galleont. at 36' oc at trIangUlar spacing HDN Harbour Dwarf Nandlna Nandlna domestlca 'Harbour Dwarf I galJcont. at 48' oc at triangular spacing Purple Heather Erica camea 'Purple' I galleont. at 48' oc at trIangUlar spacing White Heather Erica camea 'White' I gallcont. at 48' oc at triangular spacing *KK Klnnlcklnnlck Arctostyphylos uva-ursl 4·/eont. at 36' oc at triangular spacing NC Compact Nandlna Nandlna domestlca 'Compacta' I galJeont. at 48' oc at triangular spacing PFG Purple Fountain Grass Pennlsetum alopecuroides 'Moudry' I galleont. at 42" oc at triangular spacing LANDSCAPE CONSTRUCTION NOTES I. All work performed sball eonform with the City of Renton, landscape and irrigation requirements, codes and specifications. 2. Locate, protect and avoid disruption of all above and below grade utlilltles and site features prior to construction. Contractor Is responsible for any resulting damages during construction. Call before you dig at I (BOO) 424-5555. 3. Clean subgrade by removing all undesirable vegetation Including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade In landscape areas minimum 9' below paving In shrub beds. Remove all debris from Site. 4. ProVide minimum 6' depth 6()-40 mix from Puget Sound Topsoil (253) 833-Q314 In all shrub beds. Scarify subgrade by rototlillng and add topsoil on surface. Add additional topsoil as needed to contour shrub beds including required herms. 5. Provide minimum Z' depth fine blend hem-fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within I' of top of all curbs and walks. Slope all planting beds to drain. 6_ Provide one (I) year warranty for all plant materials and workmanship. 7. Verify all quantities shown 00 the plant list and plans. If discrepancies exist between the graphic representation and the numeriC totals, the graphic i epl eStutatJon shall rule. 8. All plant materials to be specimen quality with ful~ symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with 'Osmacote' plant granules. Install 2 cups per tree larger than 3", I cup per t= less than 3", 1/2 cup per 5 gal. 114 per 2 and I gal. 1/8 cup per 6' and 4' pots. Place at base of plant after mulch bas been Installed. 9. Insure proper drainage of all planting holes prior to Installing plant materials. If planting holes do not drain or If heavy clay soils are evident contact landscape archttect. 10. Fill all planting beds to within I' of top of all curbs and wal""-Berm all planUng beds to drain. II. Aspbalt to be removed 3" from behind extruded curb In planting beds after paving Is completed and before plant matertalls Installed. LiMIT OF WORK II I TURNBUCLES EACH SIDE STAKE 3 SIDES 2x2x24 HARDWOOD OR CEDAR STAKES NOTE, INCLUDE TEMPORARY WATER BASIN, 4' BERM FOR FIRST YEAR AITER INSTALL 120% GUY SPACING ~-TREE TIES 112" RUBBER HOSE WI 12 GAUGE WIRE (GALVJ r--POSITION ROOT CROWN 12" ABOVE FINISH GRD. 2" MULCH LAYER AFTER SETILEMENT (MULCH TYPE PER SPEC.) GRADE REII40"'E TOP THIRD OF BURLAP FROM BALL SOILMIX EXCA VA TE 2-112 .,..n.It:'C-(AS SPEC.) BACKFILL --!-jD~IA~ME~TEiliR~O~F~R~OOTiiJ~~J:::-EX)STIING SUBGRADE DETAIL: CONIFER PLANTING NO SCALE ~ I H!+v",t:::::::."""",:+---NEW TREE "t--~~t:l-f--l\,J--TREE TIES 112" RUBBER HOSE W 1# 12 .., GAL V. WIRE (DOUBLE STRAND TWlsrED) TEMPORARY WATER BASIN 4" BERM .... fOR FIRST YEAR AFTER LNSTAlLATION-""\ HOSE \--3 -2"X2" WOODST AKES 8" LONG EQUALLY SPACED AROUND TREE 3' MINIMUM BELOW GRADE STAKE DEPTH FINISH ~ @~ ::;0 ~Q '" 3t:2 <LI< Cl!;j VH4---t1l---TREE WRAP SECURE WI CLOTH TAPE TAPE UP TO BRANCH STRUCTURE U~'WI:~~~jf:~~~~~-Di.c::::;.:::;::::-SET TREE AT ORIGINAL DEPTH _ 2" ABOVE FINISHED GRADE IMPORTED TOPSOIL PER NOTES ".,..010 BURLAP AND TIES BACK 113 FROM BALL CROWN '---!MI)ORTTOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF RooTBALL. MINIMUM 12' TOPSOIL AROUND RooTBALL DETAIL: TREE PLANTING NO SCALE FOR SUBMITTAL NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE AND PLANNING, ASLA P.O. Box 1442 Maple Valley, Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail : Ibethune@mindspring.com CERTIFICATE NO. 462 REVISIONS &, RevISed PerOwner-llflO/04 GROOM CYCLE LIND A VENUE & SW 39TH STREET RENTON, WA. LANDSCAPE PLANTING PLAN JOB NO. '"24102 SCALE, 1'=2(HT SHEET DATE, 03/3)104 DRAWN,WL L 1.1 CHI(, LRB COPYRIGfIT 2003